Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My Public Portal
About
10-0314 Goode
„....„,. , ,,,,,, . pl-' le 4,,,..„0"s CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED:06-15-2010 PERMIT#: 100314 WORK DESCRIPTION NEW RESIDENTIAL BLDG-MODULAR WORK LOCATION 503 SEVENTH ST OWNER NAME BERNARD GOODE ADDRESS 29 OFFSHORE RD CITY,ST,ZIP SAVANNAH GA 31410-1531 PHONE NUMBER CONTRACTOR NAME SOUTH SHORE BUILDERS INC ADDRESS BARNEY PADEREWSKI CITY STATE ZIP SAVANNAH GA 31416 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 912 OCCUPANCY TYPE P TOTAL FEES CHARGED $5,795.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $91,200.00 TOTAL BALANCE DUE: $5,795.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. r Signature of Building Inspector or Authorized Agent: A A'w ° -/ I P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org Oa* l CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 03/04/2011 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT#: 100314 PROPOSED USE: NEW RESIDENTIAL BLDG - MODULAR OCCUPANCY TYPE: P CONTACT NAME BERNARD GOODE CONTACT ADDRESS 1415 MILLER AVE CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328-9684 PROPERTY ADDRESS 503 SEVENTH ST APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org ":. lilt CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEES DATE ISSUED: 03/04/2011 PERMIT#: 100314 WORK DESCRIPTION NEW RESIDENTIAL BLDG-MODULAR WORK LOCATION 503 SEVENTH ST OWNER NAME BERNARD GOODE ADDRESS 1415 MILLER AVE CITY,ST,ZIP TYBEE ISLAND GA 31328-9684 PHONE NUMBER CONTRACTOR NAME SOUTH SHORE BUILDERS INC ADDRESS BARNEY PADEREWSKI CITY STATE ZIP SAVANNAH GA 31416 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 912 OCCUPANCY TYPE P TOTAL FEES CHARGED $6,057.50 PROPERTY IDENTIFICATION# 6 ' /■` PROJECT VALUATION $172,800.00 Q 'I.9 ENGINEERING FEES TOTAL BALANCE DUE: $262.50 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: �� . jot _ P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Bernard Goode Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 503 7th Street City Tybee Island State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Parcel ID:4-0005-15-015 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude: Lat.32°00'21.4" Long.80°50'52.0" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8, For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) ilia sq ft a) Square footage of attached garage n/a sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade ilia within 1.0 foot above adjacent grade Na c) Total net area of flood openings in A8.b n/a sq in c) Total net area of flood openings in A9.b n/a sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings?g 0 Yes 0 N SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State City of Tybee island/135164 Chatham GA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 13051 CO213 F Date Effective/Revised Date Zone(s) AO,use base flood depth) 09/26/08 09/26/08 AE 11 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ►i NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes CI No Designation Date ❑ CBRS ❑ OPA SECTION C BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,All,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized 7.90'Vertical Datum 1988 Conversion/Comments R/R spike in 10"Pine per Plat Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)15.0 ►Z� feet ❑meters(Puerto Rico only) b) Top of the next higher floor n/a. ❑feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) n/a. ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 24,5 1J feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5.2 0 feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 5.6 0 feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including 5.g a feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information, /certify that the information on this Certificate represents my best efforts to interpret the data available. 0 K e I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. 4,_ T �� GOT . • ❑ Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 0 464 �r licensed land surveyor? ►-. Yes ❑ No , . 3 Certifier's Name Gregory J. Harris License Number 3080 ' , , Title Owner Company Name Greg Harris Land Surveying,LLC f7� i 1tZl o u q. Address 110 Suffolk Rd. City Savannah State GA ZIP Code 31410 �QQRY J•�p Signature Gregory J.Harris Date Z frZ / Telephone 912-429-1833 FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the core-sponding information from Section A. For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 503 7`h Street City Tybee Island State GA ZIP Code 31328 Company NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments C2.E This house is cooled and heated by geo-thermals located underground. The equipmet is located in the attic. Latitude and Longitude provided by Garmin GPSmap 60CSx Z12/ii EE Signature Gregory J.Ha D e [11-Irheck here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is . ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑ below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4-G9)is provided for community floodplain management purposes, G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: . ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation . ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address(including Apt, Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 507 7th Street City Tybee Island State GA ZIP Code 31328 CompanyNAlCNumber If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View"and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. View: Left Front Photo Taken: 02/03/11 View: Front Photo Taken: 02/03/11 ",; rte ' ���� . ! 11111•01 REPINIIIII' :17111 11 li)ii\k ' 411 1 1111 1 III ';� jil II i iII li ' ,,ktii‘i., . + . ....�,._f. -%. -View: Right Front Photo Taken: 02/03/11 View: LeftRear Photo Taken: 02f ' if y , „„ A. �� i ;. .. //g v,` 1, M i r ,.■ M sl� 1 r;' s:, 'fi g !II ' O''1 �Ilf W111111 il, !Ill , 1111 .0.Ifill 0101 /t; DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 ddkbus(@.qmail.com INVOICE March 3, 2011 Invoice#20613703 Diane Otto azxwmp City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 181 5th Avenue for Bernie Goode DATE HOURS DESCRIPTION 07-20-10 n.c. Foundation change issues with DNR 01-07-11 0.25 Coordination on stabilization close out requirements w/GC 02-14-11 0.50 Prefinal and review of closeout documents. 02-23-11 0.25 Acceptance of revised closeout documents 02-28-11 0.50 Site visit and issued punch list 03-01-11 n.c. At Owner&GC request attended meeting&site visit regarding punch list (2h rs.) 03-03-11 0.25 Final site visit and advised City of concurrence 1.75 hours x$150 =$$262.50 TOTAL DUE I1 - l27T`l 03- L ( dd-ecli 4.0 10- 0314 '.1 r ,. • , . r ' `a 4' j ki .• w - - 1 i 2 4- ' _ . , , , , t ..,:- :,. .,,,. . ,. . , .. . ,,. ,-b - vw Y , 1 • .. lj{t,,, . _ ,, . :, •.,•,. „.., .:.• .,,... ..„ ,... „. ._,., . ,....: „:„.,,,,,..., .4.,,,g,,,,-, :-_,__ ,:,_.,_ 0,..,,,,..,,r,,,.",-. t .. ,.,-,,. s .,,_, .t.„.. _ . ,,. , c, ,.• . . • t,;,.i .„.„ 1y1 w -µms . .j F ` :c. is w `,•s,� ` K ..0 4r�k F J _ 'Ptl_ ,' i , - Sir . p i Irk -as )i ,7 4, ;rf,:'• ., ` :, c ,.` t , Y• 4 .e 4? ;�fit, 1 .. a ���yl.;.1. t) ��4' ��a �y-���,1�y+_ r �; �„$`t.\'�- s A ��y�,a.-• 1 . 1 7 '1.,,i`b� w� 1t' L41 - Ait,. t, � q :i), r r VA-:, It 1 2,.,..--,;:!,/ `4 t'E' 'i'"' °• ,1 a`i► ,'�"#. Lam+ ' ,t -. • _ tp .Ad fir}N r' 3'Y V 1•:..--.> ..z_= _ _ --7-7.,,,,-,Z.77 ,�'�k $ 1 ''I 9. e% I�Ay I 1 1 1 /,', ; i` ,1,j1. t ,�; 1 '46 -9_'*.44, ¢ I \ �1r. . �`"'�,�, f_ , F . Ir t - r ' 1 r':'� cif w/'-4,::•r ". '',,%'i I , 'y1.'310., Y 'c..-.."--, {s' Y' f� A'4•'-, r Y , e . -z 1 a ` a r l r ^a a[R rl y {�,5 Y_• 1 q"1t,,i a tr r: a,t '� tE �;i i 'tt r t. r � ' M1v *'t :N.,,!;-..-...„.';,-,', a q,,, it„, •,r„ ',- \ r l `I,-E f`^ i' ,t j1. fi: 4 .Y �,, 'T f }y` ;(74 'g,, j; �`\ '�'` iv . +.�� �1 ,ref tY t P, .� -.: 1.I': "t, ,..,(- � pi 4y ',1r,'. t +1 +'".S..^T 1 3'f:!if, k�p 1' ' 'i'''41_',.•., gi re h ° .4, t, ' j+,{{'L iT C''4 - . 1 p r 1 a .`„ . i. - If t r r4 t 'a 4 �� 1 ✓+ 'ti ti r a�51pSsJi Sz 'r + �Wa f+4� { i • i ' j, � �.* • �<• • �! , ,pu''Fa.- Fr : 1 .,{'µ1'.,g f ,Z >` l- '^'� . r+ \ X '.. _., - „,,,c' t V�4 J `.. t'ef' a'13.. '', ! �' 1 111N\ e4f ly, F ; sML e a "d! `t( \V� S 5\1 ”' (.N�R• 4t `tl..� 1 fCV '`'�A -.:,�',\, t Y°pk t�Zt\�.. ,� ,...�, gr'ty'"`Fj `'> '\l\, >< c r. .,,t' a1 k71� t t,fil} y'� 1z� , �yl �� ,�ee�a5, k� - S ` ? i '•. S tiC 4 C L ,•�- Tt 1'4, g t`-!v a3s: yx ' a �..i j4 ' ,,\ to {E '�., 1.: ,4 a,-1" , ', + :. '1! ,1,M`S,, �,�+i +1 5,..,,,7,-((k i.3 t\Lts,,.`" v ,'t+ 1 '\a 'F 1 , 8!, '-- 'h1,,.., �` t�f `,t5�� L f '�i, p�\y✓��\` 4\�l - }rti �• ,r" —,F \�'i���� t ��IS CEO• � �A�t ti \ 1,Wt} y:-"Aa,.. i k I y - y`� __ G3 - ' y.. i�� '�. ua } f 1°vZ.�� \ \tf s-` \\,,,\�+ r — '',,,,.:'4';',...:' ,111\' " a` s "{ate ��,��+ S ., J �rt q 1!' Ail �� s li t �y 11 y. ...;;,z,, ,‘,,,,' _ + 1• 1� 1Z � '1 / + n \ ,",r'b -.` rt �j^S f►`�Q r.,�' ti r ' t S r� - lh �` �'_„J• ° a;\,\ d '� i5 i , I • '...j. i; i 'f f. ,Y, ` `ti` �\.1" - I < 1 F 1Ya `1 .tlis a " 1_Sl � '' s J/`t. ^`$ --''' TT '''4,;-., _ ! •c` ' .S. '1,-.,':',.;� �u !�, lYy �f" • /" h4 pC...f(� I ,a° 4 Y.yr'- tyf' ,.��'vl: i E t .1;1'-':`,,. a ,,4k.a�'SS" 4k. '''� K ,\1,\ ./'4 , + , )>ti ,. 4 ,,1� •� t t �'` r`rt ; • ,fir" 5Y A✓ �., ,'N''.\ .'A � i �\■ ';',44.1,,,,','t I,' y:“ �� � aAv 4'.•� � �1:; r�yle� �'�,.," � A• �\r' fti \ ��`'��/i �^j`n " R`���9�- 4\���d�'e. P !t 1 ''.r. c I ',*/:',':14 ro \-+ F i. r t - 0' ,.. ar _4 v t - vv ��. ti 1,-.J.-.----.' �., C + i �' 1 ''‘''',"‘,',42„\‘' ''',,..11'c';';'..,,"..1,.",—.F-,':. „.,,.'� :. 1 F\.”. ,:ir,��1 Cpl #- ,,-� ._<. .. _�rri t I 'Y .".4 �.5 ,� Y ll 1 '' " `t �.I v L..: y \ ,rr+°°`"" I'' , `' „k,',,,,,,,,,t I5�5r t I y;'. fly' t\ - ', 1 a\ -' .r t;: 1 h If"'‘-ii'*"'".dSi ; 5}Ii \''� �} 'Ian+ V;''.`41.17111' , ;• \� �` �y u e+� A R ? '' I p� , ,A \1 ,‘,.....41-s.',” ,A.'\*" -,,," ,**"..:e,. A v , � 4 � 4,� • 4i �p 1, 4� � 4n � r t �� p} - ,''h.1,}. ..._. .t.e_,,.I_..,.dsC},rt' h�`�_-_ �Y".. .`,! �;`+C���A1L`..VR,�+�St° +, t 4i�t,....rA? �:1�1( 1� ;Y Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Thursday, March 03, 2011 4:52 PM To: Dianne Otto Subject: Fwd: Bernie Goode's residence on 7th Street, Tybee Island, GA Diane, Based on my observations during a final site visit this afternoon around 4pm, this site appears to be in substantial conformance to the minimum requirements for stabilization of disturbed areas of the site. The drainage is in compliance with the permit requirements of the City of Tybee Island. I will continue to monitor this site as part of the erosion& sediment control inspections. My invoice will follow by 9am in the morning. Downer Forwarded message From: Alice Vick<Alice.Vick@dnr.state.ga.us> Date: Thu, Mar 3, 2011 at 4:07 PM Subject: Re: Bernie Goode's residence on 7th Street, Tybee Island, GA To: Downer Davis <dkdbus@gmail.com> Love to see it the next time I'm up that way. Happy to assist any time. >>>Downer Davis<dkdbus@gmail.com> 3/1/2011 8:44 PM>>> As we discussed this morning in our phone conversation, the driveway is an open graded gravel from the paved road into the lot for about 30'. It will be completed with a straw mulch closer to the house. The porous brick surface beneath the residence has been field tested and the porosity is as great as I can remember. The remaining disturbed areas are being stabilized by Bermuda sod on the few slope areas and mulch over Bermuda seed on the flat areas. To the best of my knowledge and belief,based on my observations, the conditions of your departments concurrence will have been met when these stabilization efforts produce an established stand of grass. Thanks for you assistance on this project. 1 Dianne Otto 10- 03( 4 From: Dianne Otto Sent: Monday, February 28, 2011 1:00 PM To: 'Kent Knapp' Cc: 'dkdbus @gmail.com' Subject: FW: Goode Attachments: IMG-20110227-00069.jpg Kent— Please see email below. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis [mailto:dkdbus@@gmail.com] Sent: Monday, February 28, 2011 8:44 AM To: Dianne Otto Subject: Goode Diane, The sod is not complete to state standards. The approved plan showing all disturbed/bare areas stabilized must be followed. The previous three pictures I sent showed: 1) The south side to be acceptable, The silt fabric barrier may be removed where adjacent to sodded areas. The shoulder of straw is the maximum width acceptable. 2) The driveway to have around 2'bare between the bridge and the 7th Street road pavement. Gravel as in the driveway would be one of the acceptable fixes. 3) The SW corner needs more sod. 4) The east side to be bare and unfinished. I discontinued my inspection at this point. Please advise if the City needs my assistance in providing clarification of the permit requirements to the GC. Downer «» From: Kent Knapp <kentknappahallandhull.com> Date: Fri, 25 Feb 2011 18:21:35 -0500 To: 'Dianne Otto'<Dotto(a�cityoftybee.orq> Cc: 'Bernie Goode'<berniegoode(c�gmail.com> Subject: RE: 503 7th St Dianne, 1 • The sod has been laid and is ready for inspection. If you know when Downer might be out at the project,please let me know so I can make an effort to be there. Thank you. Kent From:Dianne Otto [mailto:Dotto@cityoftybee.org] Sent:Friday,February 25,2011 12:06 PM To: 'Kent Knapp' Subject: RE: 503 7th St Kent, The elevation certificate has been received and accepted. The as-built survey has been received and is being reviewed. I do not yet know the amount of the invoice for engineering services. It will not be computed until the project has been accepted. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From:Kent Knapp [mailto:kentknapp@hallandhull.com] Sent:Friday,February 25,2011 12:05 PM To:Dianne Otto Subject: RE: 503 7th St Thanks Dianne. Can you tell me if you received all of the necessary as-builts and elevation certificates from my engineer yet? How much will the engineering services invoice be?Thank you. Kent 2 1 From:Dianne Otto<Dotto(cilcityoftvbee.org> Sent:Friday,February 25,2011 9:08 AM To: 'Kent Knapp'<kentknapp( hallandhull.com> Cc: 'Bernie Goode'<berniegoode @gmail.com>;'dkdbus(algmail.com'<dkdbus(agmail.com> Subject:RE: 503 7th St Kent, In addition to the inspections that Ray will be doing, I will be doing a FEMA inspection today. The City's consulting engineer requested the DNR approved plans so I have pulled those for him to review. He will need to do a site visit to look at the soil stabilization. Let me know when you are ready for that inspection. When the site has been accepted there will be an invoice for engineering services and payment of that will be required prior to the CO being released. Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From:Kent Knapp [mailto:kentknapp @hallandhull.com] Sent: Friday,February 25,2011 6:29 AM To: Dianne Otto Cc: 'Bernie Goode' Subject: 503 7th St Good morning Dianne, I wanted to let you know that today we will be having 400 yards of sod delivered to the Goode residence and will be placing it in the environmentally sensitive areas around the house and property that may pose a threat to the marsh or that were disturbed during construction. Specifically, the south, east, and north sides of the house as well as the area near the road that was disturbed for the water and sewer taps during construction. It is my understanding that this will satisfy the requirement that the property be permanently stabilized prior to the issuance of the permanent CO. Ray will be inspecting the house today for code compliance. Will this allow us to get CO after sod placement? 3 II vir • • . - . - • . , . . - . * • . .. • . •••4 , . •-' . • ' •4I1 ., . .... --- _------ • 41/' "Ir.. ' . . , - f=" • ,,,*: . •,-. , • . • . 1. ( • . .., I . ,... . ', ,, I-.:i,. • ,• ,• . .. ,, -.' - • , • I ., •, , . , .. , , . • . , . . • ,. . . . — • , •. . _ _ , — • . , ■:.4.. Ad... • 4 . _ - ' '' ' ' .- 'i."••- ^ ', ', . t - J. ■-..,, :.-‘,...- :.,''f.k?..„-..41t.....4,..• 7" --...... . -... • -,- -. . ■ . - i . - . .. .. . . • .-:',...Z• • ' - '''A . • . - A ' I , '':',. '.2. J•■•' 4 ' ' ;1 •il ... . - .. •-• , ' 40)' I'. • . , ... • • • 1.1 • ... . - .. . • , • . I ' i - I • ' '" " .7 ,''.. , ",.', ,f " , '' ..• •'...' ' .'":-: .' • ', I• .... . , ti . I .. ", ",. .-tr i • ' ' ' —.: 4 .,.., ' , ,' It,._'-'■ ' ',.., f...;`,..____ '', . ' , '.'I.?-.,. . '4 '' t' .• . , • - & ....- , ... . '' 1 _ . •, 1 1 r ' -,,or, ''-,., .-' ,,, •.',..-,',''',..', ',, ,,,) I: ' - • ' -'. ' ,, • . -0, ' -, •,. ,',,'"'1:'''" ,,,, ' .'•'7•.(:;, ,.....-4ii'.''' -''' ' '•-. ',-' - • N e • . . ' I . , ' . • I , • • , ' . , . r t . ''''' ' 4 " ‘ '", -•' ' ' ' .4. . .. ". ';4. 4 ti,,,... -•._•.,,,,, ' ,,,..., .• : 4' ' ',.. ,• . . t p '• ' ' . . ,1 ' 't • • • S. t . . :'i•I'''':';..\.".•■•••',1.',.•• ,''.'4 ''','1 '. ...Ili'..'.''t '' ,t • ',,••- .■ ...'.. '' . . . , . ' t . 1,_,t ' • , 11,eV1.,., . ••'ik t .!' I.: ,, ' r—• -' ..J2', 1 , -,,f,':, A e.•. - ',,-7-'"-- ,= - ' ;-c. . . . ' I '•".- ' , ' '-• - . ° '','A•I'In N.1 1' ''.4`....' ''. .. . ,-• - . '. - ' C , s Jr ! • • . ' , 1, • ) , . . ,. '' 11 . • l / . • • , , — '.- - .,• . -,' : • .. •■„ ..,,,,Ai, • .,. , .. , \ ....:- p•,,, -..,-, 'P.'4,,-_:, 'N„.) . •. . . 4 • ... \ .1- , ''". • . . . e a ... , . \ r: Zil , ,. . . • , IN ',-- ■ . V Vij -,-- • 11, C 4D t 11PIN - • ' S " ' g, ...a...,:i . . . .; • . .-".--- • : l''''';' II i 4 .1 *. •' ''. -Vi/ 4,,;.• ' . .. -. et ) . , , • ,' , I • / . . , , r ,__„-:‘,.• 4 , \,. • . , , . . . \ - . . _ . . 0 , .. .. • . . _ . , . . • . . . . • • . . , , •• . 4 .• . , .• ' ... l• — . , ,-'• I ... . ' r `.• ',.. I 1 ':' .Y ...-• ) .• • o• • 1 ■ . r _ . . . . . . 1 , . , . . . , . . . . . . .... . . i . • " ' .4'' . • , .1 : '4'‘a ' ''' • ' . . • _ . •1_ . . ,, . , • I 1 . • . . . . • . , / , • . . •q . , .. 4 , . 'P"`-' ■ i . , .. . , • ,., . ■ . . r . . 1 . , • ' . , , i . • , ' , , - , • , 1, ■ 1 ' ,t- ' 1 • ' I ; . • tC:'': / . ' , • , . . • . 1 , . • ,,,- , , ,. ... _X41.111•: . 4.1.-1400111.1.11.11 ' 101 i • . 40.11 ,. 1 . . I 0• ' .4 • , 4 ' • • • • • . . • . ", • • • . • .,A, k . 4 ., • ..,• , • ,.. , \ . 't • ' , . . \ . . .. . ■• 1 ,, ' . .,..,,, .... .....i • r-'•--• '- -'•----:•"-'-••••• • ..■. rr.w.•- .----- ,........ ...- r...;...........■-* ..•••••"*".••••••-'•••"- ..■............••• •••••• ...--•••• ..,.. . _ . • 1,4:4 . • ; . •. • . Vent*Mitt46.1113414KM' '.- .• • .,.... -.:-.....4., . ,. • ,..-„,.....-,,...,,,,.„.:,,„:.,,,N, „ .‘ ....1.7,,,,,w.... ,,, ‘;,... .,•At,,,Nt,-, '1... 'hr,a".:',).1 * - - '' '.`:-tw..M ' " '. r'. titt•t1"1, !,....,.\,: ...`...• • ' , . :`4,7••••u..- :,l.',...,,. . ., ., S,,,,,g;„:"..,,',..;I,'Ny.•. ..,„,i .1...,,,,,),..„,....z.,,,tv. ,,:.,,c.,,, .,i ..xli 4.,'I; • • '\ '- ' ' '•: ' "`% "41..•i:••;- '-'0•0.s.11:1., •V.A.`,,','.0.). sr:',..-11 • 'Al' ' ii..:' -re§j. - - .. ”•,.,„.., . , t,,,,.: ., ,,,,,I,;.; :,,,,,, y 14 s,■ A.,4,,,,: b},,■,..: S° . • .4.0.''':3-, .•'`,,..•.•,-1•,./...` •' I,/'''',,..:'..,1.1 A I.,h ••'/..'01 ,,,,..1.., t',..•. , ' . ip ..,--.-.: -.:n.t.,-,:.„1/4,\,,,,7.,.?,,..v.T,—,,'.1.: .':1-...4,‘,•,',....,,,,. .s: ,...,:.:•tis,..,,'.1,_,, ,,-”,‘,,,,: %,: ..,..-.:.. .......„ „. .._ ,. .,. ., .,,,.,...,..,. - • ' ) '—, ' p.., -\• ' .. =,..tr ` ,121 .,.,,.‘14‘,A.•.,..4-‘,.1:,;;-,.. . i %-. '•''''.•'' ' ' ;•' ' ;'' '''.06'. '•yr.',;(,.3•1..i,ti'3‘;,%4;',*/1,itiO.V.:.! ... 1;!,1,',Y. itlitirit44/11i/41. Vii.ii'''. .V.t.?;:"!'li t':;s4,4jtit.,Zi.k■:';'rti.4.:;:ftill:.).-A‘...i''.4:71 ■.'":7:4.';;%,/11!:1:.:4,::Azt ''.'', ' f • StA - y • �, " ' r ro .5 • y " 1 +.� , }• i ro:Y • 4 ! a r• 1' t, I 1. 'ro, t a s.. ..-•::-.4...-'i-a A t j r fi eft te.:rtal. `, 1 • _ `i1 , c s+^ g/ .4f?q .a ate,•' � ti�i1ao i.-..';•'•'' � . J fit I _ - r. y +4 • MP • ", cry v.+ t , Pt P' � s' (1 l y �14'.it'l... .; T. �, Z�T;� u • r r, * ,, }'y ; $ 4 4 .t • ENGINEERING, INC. ta xxvl ie K R I Engineers, Surveyors and Development Consultants FEB 1 8 201i February 16,2011 Mr. Downer Davis, P,E. City of Tybee Island 403 Butler Ave. Tybee Island,GA 31328 RE: 507 7th Street Dear Mr. Davis: We have inspected the newly constructed residence at the above address an in our opinion it complies with the requirements of the City of Tybee Island. Sincerely, \ Clifton L. Kennedy, P.E. Principal 114 OGLETHORPE PROFESSIONAL COURT• SAVANNAH,GA 31406• P.495,9626• F.912.495.9628 WWW.KRJ-ENG.COM „,W3,1_,Tiktl, tl\ - 4;■':-- 7 ,6\%;;,\ City of bee Island • Community Develc., ;lent Dept. rotWi t k Inspection Report waft* ‘Aiy, 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Iming..a- INTERN7ONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIE MEMBER Permit No. , U - 0 12; L Date Requested Owner's Name QI n Lo A EY Date Needed Gen. Contractor 5-:■04-k Sk o r 0 Subcontractor Contact Information Ke 0 ‘ ( Li 31 54 33 Project Address '5o 3 ce j e r, 4- in c4-. Scope of Work rtraii SF v-v-, -oduiai---' Inspector 6 0-40 Date of Inspection 02 --- 2 -7 - II Inspection -L-':-._ MA Pass IN Fail 0 Fee a s- ID 0 ■ 1 4 c■ 1 , •"--/ e......, -p r eGn_Q... A-0 f‘ K- , Ot ,- 0 r eat, 'DO pr,,L4)-, . a r t , a1-4- -i_ 0 Inspection Pass El Fail El Fee c ea beA ok.).3 --OCti 15 vimcitrp . rm ” r.,, ,0 '7' k "I ur C 'OS e vzv14 : r■3 Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 Fee � e -t‘ City of )ee Island • Community Develc ant Dept. NM I :::t . ?), Inspection Report Ii i, 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 �� ' INTERNATIONAL n ,,, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. 10 0 3 1 L, Date Requested ' I 1 Owner's Name -1 00 el QJ Date Needed Gen. Contractor c �-,-) 41-\ S1 D r P1' Subcontractor Contact Information k Q r,`c (3-14 S) \5 L1 0 - I S-33 Project Address 5 D 3 ce J e r 4 k c--I- Scope of Work 1.124,3 5F nn 0 d u Iar' ,., Inspector 18 Date of Inspection 3,1?-71 j QAS6,, i Inspection ne nS c c'-' e l PC. -1 nQ Pass Fee Inspection e,n S r e Ct - L 1 d ZcIA. Pass PM* - Fee Inspection Pass El Fail El Fee • Inspection Pass 0 Fail 0 Fee City of bee Island •• Community Develo,_ gent Dept. ■„ Inspection Report ■��� 403 Butler Ave. •• P.O. Box 2749 • Tybee Island, GA 31328 ,, INTERNATIONAL i Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 10 -0 31 Date Requested I 1 il Owner's Name , Date Needed `?1.? � ! i d Gen. Contractor 5O0-1-L1 D7-✓ Subcontractor Contact Information k r v 6(/3_ 40- I . Project Address _ 3 ,fir K) s,� 4 , r Scope of Work 1 �° 146c30/SIC. I , .74 Inspector ! Date of Inspection .,r Z , o Inspection Pass gii J F ift Fee Inspection z Pass ❑ Fail ', Fee .A'` c? I s isr4i-VI,( 1713)6 tY-1■6 ,W (D InA) (Prif47.-4-) Inspection 131 + �_ Pass El Fail`. J F di:0 pub (�6- Inspection Pass ❑ Fail ❑ Fee o mete ��,��. ��\. City o 'bee Island • Community Devell 'lent Dept. O kw '� Inspection Report 12= \ *,I 403 Butler Ave. • P.O. Box 2749 •• Tybee Island, GA 31328.. t+ _--�� '�' / INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 0/00 r CODE COUNCIL" { MEMBER Permit No. '_ 1 Date Requested 4 Owner's Name kk--�^, Date Needed °� Gen. Contractor , `)-- ,,,-(-/-N S b 3C ei Subcontractor '904-P i L`- Contact Information K.-0 e 'e41 ( 14 3 5 40— I .3 "°'` Project Address 5-3 - , -Q J e,r' 1 511"- Scope of Work r P , :,) sF C - J _i ( as---- Inspector ' P g Date of °?Inspection 7,, % I/( p ! Inspection j- Pass ❑ Fail I F A► y-0001 'F),.:._ Al',.)—\-1 .. .,31Dic. 4,,\ cy,L,0 i (-FL_('") ) (,) 1-10,:_),___ , ,,, , �-; i 7 a jzi Inspection MI— — Pass .t Fee ice° l AI\\ Inspection `. I'' - Pass El Fail 0 ---W__-e� � �7 (Z �L1� i%I� ��✓T -7�- ��\J ,,) . �J/ +-1,-1 �CJ'. r:-`1(-r:-`1(-4F--- 1NL1" Inspection 1ll' . Pass ❑ Fail ❑ F l ` ?T-17AN3D 'Y,_,7* -PC: 't: F.-\-- V RA LL7ITOTORY IN C RA WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 k ,2 (912)234-0696 Fax(912)233-5061 Email:info @whitakerlab.net www.whitakerlab.net rks'rtrrc�- tatinnall Report No.: 09/15/10-50 OCT 1 2 2.0W, Client: ADS Architectural Building Systems Project: 503 7th Street Tybee Island, Georgia FOOTING INSPECTION Date: 09/14/10 Inspected By: David Wood Area(s) Inspected: Exterior Wall Footings REMARKS: Upon examination,we offer the following observations: 1. Upon examination, all footings were found to be bearing below an intermediate layer of organic topsoil and roots which should have been removed prior to foundation construction. 2. Penetrometer tests found the South wall footing as having a bearing less than 1500 PSF. This condition is due to the presence of excessively wet sands caused by a high groundwater table. 3. Penetrometer tests found all other Exterior wall footings as being in a firm and stable condition with an equivalent surface bearing of at least 1500 PSF. Note: It will not be possible to additionally compact the South wall footing without significant dewatering and drying. Therefore, in an effort to more rapidly achieve stability, we recommend the South wall footing be undercut(±18"). The undercut footing should then be backfilled with compacted#57 stone. After placement, the stone backfill should be compacted with a mechanical jumping tamp until a firm condition is achieved. If needed, additional stone should be placed. Upon completion of the work, a follow-up inspection is recommended. Please note,this work may need to be performed in sections in an effort to prevent groundwater seeping into the excavation from being a problem. Page 1 of 2 Page: 2 of 2 Report No.: 09/15/10-50 Client: ADS Architectural Building Systems Project: 503 7th Street Tybee Island, Georgia It is our understanding that no slab-on-grade is to be constructed beneath the building, as such undercutting of the entire building footprint to remove all organic soils will not be necessary. However, should a slab-on-grade ever be placed across the crawl space,proper design considerations or removal of the organic soils will be required to prevent potential settlement concerns. We thank you for the opportunity to be of service on this project. We appreciate your trust and we look forward to a continuing relationship in the future. If you should have any questions, please don't hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY,INC. 404 E. tAiLdie-4— Joseph F. Whitaker, P.E. 1 cc: kentknapp(a,hallandhull.com 1 cc: File Note: Compaction tests and penetrometer tests reflect only the condition of the materials at the depth and location tested. This inspection does not construe that the footings have been properly designed so as to carry the applied load nor does it provide an evaluation to address items with respect to foundation selection,bearing quality and potential settlement. The above tests results are not to be considered as a substitute for a geotechnical investigation.A geotechnical investigation provides information on underlying soil characteristics and site work recommendations to aid in the design process.Failure to conduct a site specific geotechnical investigation may affect the performance of the structure or pavement.By accepting this report, you acknowledge the potential consequences and liability if a site specific geotechnical investigation has not been conducted. If it is your desire to obtain site specific recommendations for foundation design and construction,you must promptly notify us in writing and stop work until the geotechnical investigation has been completed. Oct 12 10 10:09a Paderewski Construction 9123558636 p.1 CONSTRUCTIONf FAX COVER SHEET P. O. Box 15656 Savannah, Ga. 31416 Phone number(912)-355-8030 Fax number l912)-355-8636 Send to: From: Barney Paderewski Attention: pto,✓Lre__ Otfro Date: Oci. ( JQj 0 Office Location: Office Location: Fax Number: 786- g153GJ Phone Number (912}-355-8030 ❑ Urgent ❑ Reply ASAP ❑ Please comment ❑ Please review ❑ For your information Total pages, including cover: c=20. 5 Comments: -148.^e i S re c E e+ 'or +1,4_ roc k Cfr s bQ o?e pureCi,, Oct 503 7t-k. Sf: fan Post Cr ice Box 15656 • Savannah. Georgia 31446 Phone: 91:.355-8030 • Cellphone: 912.667.9009 • Fax: 912.355.8636 Oct 1210 10:09a Paderewski Construction 9123558636 p.2 9(19/2010 J PM FROM: Fax TO: 9123558536 PAGE: 003 OF Dw WaltonLHallCo,Inc Invoice 102 Samuel Lyon Way Savannah,GA 31411 DATE INVOICE NO. 313-8398 or 598-0298 9/19/2010 3631 BILL TO Barney Paderewski JOB Tybee DESCRaPTION QTY RATE AMOUNT 57-granite rock(5 tons) 1 1 350.00 350.00 Total $350.00 Payments/Credits $0.00 Balance Due $350_on 1 a � � CITY OF TYBEE ISLAND WATER METER PICKUP DATE ISSUED: 09/29/2010 PERMIT#: 100314 WORK DESCRIPTION NEW RESIDENTIAL BLDG-MODULAR WORK LOCATION 503 SEVENTH ST OWNER NAME BERNARD GOODE ADDRESS 29 OFFSHORE RD CITY,ST,ZIP SAVANNAH GA 31410-1531 PHONE NUMBER CONTRACTOR NAME SOUTH SHORE BUILDERS INC ADDRESS BARNEY PADEREWSKI CITY STATE ZIP SAVANNAH GA 31416 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 912 OCCUPANCY TYPE P TOTAL FEES CHARGED $5,795.00 PROPERTY IDENTIFICATION # PROJECT VALUATION $172,800.00 ONE WATER METER (3/4-INCH) TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire,soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org U.S_DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important. Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Bernard Goode Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number 503 7 Street City Tybee Island State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lots 180,181,182,a portion of 5th Ave&an adjacent strip of land, Tax Parcel#4-0005-15-015 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.32°00'21.6° Long.80°50'51.7" Horizontal Datum: ❑ WAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawispace or encosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) N/A sq ft a) Square footage of attached garage N/A sq ft b) No.of permanent flood openings in the crawispace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State City of Tybee Island 135164 Chatham Georgia B4.Map/Panel Number B5.Suffix B6.FIRM Index B7.FIRM Panel B8.Flood B9 Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO,use base flood depth) 13051CO213 F 9-26-2008 9-26-2008 AE 11 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other(Describe) 812. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date N/A ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings` Csr Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,ARIAH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. Use the same datum as the BFE. Benchmark Utilized Local Vertical Datum NAVD88 Conversion/Comments See Comments on Page 2 Check the measurement used. a) Top of bottom floor(including basement,crawispace,or enclosure floor) 13.8 ®feet ❑meters(Puerto Rico only) b) Top of the next higher floor N/.A ❑feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) NI.A ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) N/.A ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building N/.A ❑feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5.1 ®feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 5.3 ®feet ❑meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including N/.A ❑feet ❑meters(Puerto Rico only) structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation raf information. I certify that the information on this Certificate represents my best efforts to interpret the data available. • l understand that any false statement may be punishable by fine or imprisonment under 18 U S. Code,Section 1001. !� ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ,�/ � Certifier's Name J.Craig Brewer,RLS License Number 3022 PROF•E.SSIONAL 302 Title Registered Land Surveyor Company Name KRI Engineering,Inc. '1 Address 114 Oglethorpe Professional Ct. City Savannah State GA ZIP Code 31406 ORAIG BPS Signature ,/ Date 10-18-2010 Telephone 912-495-9626 FEMA Fpt r� i 8. Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces,copy the responding information from Section A. For Insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg_No.)or P.O.Route and Box No. Policy Number 503 7g'Street City Tybee lslandState GA ZIP Code 31328 Company NAIC Number SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner_ Comments This house is currently under construction. The elevation shown in C2a is the top of concrete columns as shown on the next page. Signature c—� Date 10-18-2010 ❑ Check here if attachments SECT)CSN - -BUILDING ELION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. lithe Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items E1-E4,use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑belowthe HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑belowthe HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments n Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. 01. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. 03. ❑ The following information(Items 04-09)is provided for community floodplain management purposes. 04.Permit Number 05_ Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet 0 meters(PR)Datum 09. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum 010.Community's design flood elevation ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments (1 Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 503 7`h Street City Tybee Island State GA ZIP Code 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View"and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page on the reverse. ..._ •, -f 6. pr.: T f r•. `` - 4. t p 4 _ 'S. 1. 4. - v.. -'...4•,*; . 2,....' ,xii*.44 - %.*- - •-•"-* -. . .4L-- - _..--ti•-,..--- '+" r ter, *``"`' y' • ' . _ . _. __ ..... _.._ — , _.k r.,b . � .,.;,...4e s , r. ..j a - r 11;` S ` � °` .— --iii . c*s_11"�~a_-= - thtd, "" _�.#, _ _ w. -.. 10-14-2010 1,„,, 1.\.- City of( lee Island • Community Develo ant Dept. wolik ctii .,.,,,.,\ Inspection Report nu* A403i Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 im�ra p�� 6 INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL f �. MEMBER Permit No. t 0 - 03i �I/`` Date Requested 1 --- 40 - I I Owner's Name C) 0 Date Needed 1 - - I Gen. Contractor - qua�-h S in 7 f e) Subcontractor k e + e, Ili ° (c D n ltc , Contact Information Q_ 4-1 315 - DS' 9 Project Address L..J o 3 JP_A 5t . Scope of Work ( .,LJ S 1 rr od v )a r" Inspector '2 II Date of Inspection f + ,,.-RA8s Inspection iv‘ p . pcLJJei Pass F 1 Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ,,, /,43(cli 7P / / •('' tr 1 , , , ' V 40 RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR '. . FAX TO: Lynn Brennan 9 -37 Phone 912=4 Qeo 9:a Poure r- .5 0(4.2 co Lib 49 3a(,-290S" Location Address: 503 Ill -1`I-4 S'4 r Lot# Release Date: ► 1/1) Temporary a/ Permanent Subd Name: Type of Release: Electrician: j°r ....4 r 1-4 7- , 11 S0,3 01E1:Electrician Phone Number: F }4 3)3°22S Owner/Builder: • 7 S- „... Phone Number: 35541030 Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: _ Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: TX Result Report P 1 01/07/2011 12:46 Serial No. CM35220060004 TC: 224159 Destination Start Time Time Prints Result Note Georgia Power 9g01-17 12:45 00:00:32 Original 001/001 OK - Note BMNDD: DDouble-sidedaBindingADirection. P: SpecialSoriginal,Forward.F-codee, Fax: RLY: Relay. MBX: Confidential. BUL: Bulletin. SIP: SIP Fax. IPADR. IP Address Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, PW-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOUR:Receiuing length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM -1-Se-BEE ISLAND FORS ' "" ___"I _ EAX TO: Lynn Brennan 9-1,2=9.4.1.3,5,37 Phone 912 'Qeo j:sc `Pow s-T 3-Co- ! 44c... 0.3 6-z�oS A� - !� G+Q-F-I.,l c.2S' Location Address: `�(2:73 =✓ 7�-- � c r Lot# Release Date: 1/7/l1 Type of Release: Temporary ✓ permanent Subd Name: Electrician: J �' y ►� } -�y�� ] -324.1ECEILectriciart Phone Number: -F 7 t 3 -z46W5 Owner./Builder: fit 1441, `. � Phone Number: 3.55— ? Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: ■wner/Builder: Phone Number: Location Address: Lot# Release Date: Type 01-Release: Temporary Permanent Subd Name; Electrician: Electrician Phone Number: Owner/Builder: Phone Number: City of gee Island • Community Develop ant Dept. a��% /ri-7,N \ Inspection Report i��� i 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 �� � ��\JD INTERNATIONAL ,,.„0,/ Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER r Permit No. ' �'. ` k,?; Date Requested Owner's Name r'-° ?^ 7'-..- Date Needed i-1,i? Gen. Contractor _" � ,L-{-11`�{- Subcontractor Contact Information iT S44 - <zI-v. I 3 Project Address -------)Z27 T�,..)--�,, "4 Scope of Work li` ,:_.t) I'1,; , 14_)1/ ;j Inspector -71q Date of Inspection ,-ss 7,/7_,:i; ii(r Inspection i 77! _ 1,__ Pass 1:1-- ` ❑ Fee / , I -Inspection 0OuSi } Pass 0 Fail 0 Fee- ix,g_ , I ' iT ,,, 4,,.., Inspection - Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee .�BtE BSI „\\ City o(bee Island • Community Dever g gent Dept. ��=� ��� 3� Inspection Report :WM I 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 -:�: �\ � INTERNATIUNAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. / D , U 51 4 Date Requested it/7 i{) Owner's Name ,-'"` ,-_, ), Date Needed 171/77- /(0 Gen. Contractor ( -1f~e-) iu W7 , Subcontractor Contact Information L.►�.,:a4 e)(-1 3. * gip • f S 733 Project Address ' ,, )t.-. Scope of Work 0`C'�-uu � �.VI '�rl_11 J l Inspector '`1,' Date of Inspection 11,12-1 I f 0 &.06 Inspection ,----77 1 Pass ❑ Fail 0 e , u, \t i\■. Inspection I k...) - Pass Fee_i: • Inspection r r1�-- 1 -- %..7-1 r - i Pass El Fail El Fee Inspection Pass ❑ Fail ❑ Fee ( A c_ City of' ee Island • Community Deyelo( 1...nt Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island, GA 31328 11" amok me..1.- INTERN7ONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. /7) '' )3/4-i Date Requested /2,4to Owner's Name _Z - II/6 _ Date Needed I 2/,,... 1,o Gen. Contractor -- ), "-/,4-54-2- .. Subcontractor 1 / Contact Information 1-?1,..),7-1124) c''' ._)_.1(---14 I 1-LQ-7. :j+ ,.1. q I, -e-,---/u---K5 3 Project Address -3723 5"at) .,,)-i 4 i-1- Scope of Work 6 e'tkl J IluIVA 7-- Inspector 1/ () Date of Inspection 1Z)1(,,i 0 Inspection P'.7_,. I — Pass it I 0 Fee Inspection I - Pass El Fail a F" 12r(j/r,s,-,_ iIn ection 1/0-Z ) - Pass '- i 0 Fee / - .., 1 tdvls)-L-. oN.) -.J/1,-7.. Ls-) -,---x_,Jr-tiFL.,,.. Inspection Pass 0 Fail 0 Fee V\ IN Result Report P 10/19/2010 10:25 Serial No. CM35228060004 TC: 209213 Destination Start Time Time Prints Result Note Georgia Power 10-19 10:24 00:00:44 8g001/001 OK gg Note MIX: Mixed TX.gPinal.TX11CALL:CManual1 TXnaCSRCZeCSRCtggi FWD:FForwFrame Erase-Fax. ALY: Relay. MBX: confidential, BUL: BulletiinC1SIP: SIPnFax.FIPADR:FIPeAddress Fax. I-FAX: Internet Fax Result OK: Communication OK, S-OK: Stop Communication, Pi4-OFF: Power Switch OFF, TEL: RX from TEL, NG: Other Error, Cont: Continue, No Ans: No Answer, Refuse: Receipt Refused, Busy: Busy, M-Full:Memory Full, LOUR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR -F A X TO: Lynn S r e n a a a 7 Phone 912 3 r4ecrg "Po b 1Z• ••• Coa-4u= 3a6-2�OS tQ-G73l�1 ea �-ky 3n�- z62S Location Address: -S-C.) 3 `�4-b cSr Lot# Release Date: _ G_(_ F.1::)k-12.-, 'Type of Release: ..0 Temporary Permanent Subd Name: Electrician: _ as rs a c Electrician Phone Number: .�J✓3—QWQJ5- Owner/Buflder: fr'1 Q.r Phone Number: q Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number_ OwnerBuilder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwnerBuilder: Phone Number: w;F \i h RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 9 -37 Phone 912= f3 �iQors;a 'Po cog r 3o(4. 2co yb 3o -2SoS- �a-�-I,Y t,2c l0-034 Location Address: 50 3 174'1' 54 Lot# Release Date: / 60...w p 01- — Type of Release: V Temporary Permanent Subd Name: Electrician: ` (� (( 313-o ?5� e �`�'h 7-1-,0,,,1�s o,-, ��2c . Electrician Phone Number: Owner/Builder: Rae S"n Gtr d Do C, Phone Number: r] —qD 1 i S Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: Location Address: Lot# Release Date: Type of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: Owner/Builder: Phone Number: �,noet �5 \ \-� ,s City of bee Island • Community Develt, lent Dept. ��=� 4 �\\.� .�.'- 116% Inspection Report mu% ` i 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ..��� INTERNATIONAL •., , Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL ii ' / MEMBER Permit No. I 0- 0 3 ) `4 /Date Requested 1 C `� — I Owner's Name ®c cQ Date Needed Gen. Contractor u ; 1 d .er5 Subcontractor P ,4-fr, 71:1--a mpSor, L I e6 . Contact Information > 'e ! 3 - OF Project Address 5-0 3 , -�'ve rt .54 . Scope of Work h?,I,,i Si ' &I Q YVc. i r Inspector '`f 1') Date of Inspection J / ' /! Inspection e. nyc c 5C� ( J Pass (— -•l 'MP ee —621/, 4 Inspection Pass © Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee 1 Inspection Pass 0 Fail 0 Fee City of \3ee Island • Community Develck ,ent Dept. ,\ rtIM. 1 r 4) Inspection Report Ask im.....76 \, , 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERZIONAL Y Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER r) - 0 3 1 i._I 1 i- i - - , Permit No. I ‘,--, Date Requested 1 i - i 2 - ! ' .._..) Owner's Name (----, C) 0 le) ),--- Date Needed Gen. Contractor -16u ; I 8 er-5 Subcontractor . e' , 4-1,) --11 nel piCa in Liec Contact Information k/o in+' ( ?'1 3) 540 — I S 3 Project Address , -)D 3 Sp ue 0, -i---i--) Scope of Work i 61 Inspector li / Date of Inspection , So (i_) -- 0 --(7___) Fail ) Inspection Pass 0 MI Fee i 1 -", ,:iik ji-- 1 - t 3 ...-7 ----- Inspection Pass El Fail 0 Fee Inspection • Pass El Fail 0 Fee Inspection Pass 0 Fail 0 Fee ,('ygEE /SI ���� �- City of hee Island • Community Develc ent Dept. Gates 0:t ' ,t, Inspection Report Nu* i y/ 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 "; � � INTERNATIONAL .�n�,u,E Phone 912.786.4573 ext. 114 Fax 912.786.9539 CODE COUNCIL 1 ) MEMBER 4 Permit No. I ( - 0 3/4- Date Requested / i It �t ---/ Owner's Name � � Date Needed 9/ ! , 0 Gen. Contractor 1::,), I.-1 , . .5 Subcontractor Contact Information CI), ); it- 11/t��..,�i 'x.A i 6-a 1- 33,-7') Project Address v 3 ' _5 0f,r,14t 1 34. Scope of Work. ;13". 1,36. i i7 Fyn • Inspector `7 i I ._.----..__nspection (A:'',./ ..---- /t Inspection 1-r----?( 1 tpC ° I<-:. Pass E� affil • �:. f / - ,, ti_x:)i / ,/,q;_! -7-0r=p3-,-----/— -7-- \ --. - — i I y l ) Inspection 1% t2S Zb „L l I7� Pass El Fail Fail Fee q/1-(//p 1y 6°/ Inspection - All ) `1\j6` I 0 Fee P9 F°04"/661°3/ I i ‘j4 //0(- / ifj/7.---r—' Inspection ❑ Fee ►vim\ h � City o Isiad • Community Develq ent Dept. a�=� � - may\ , E� l Inspection Report uaw% i --, 493 tier Ave., • -,P.O. Box 2749 • Tybee Island GA 31328 --�� :°:---,4 � � � --� �� ,r } Island, INTERNATIONAL 4n,,,, E hone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECDUNCft MEMBER Permit No. 10 — 0 ( L4 Date Requested 9.. 1 4 -10 Owner's Name 07) 00 ctc) Date Needed Gen. Contractor ,, ; 1 d o r-S Subcontractor �/ I: . Contact Information \ (\ v c K.. f i \ orr .S n el L 3 ( - 4 7,?(F`ro.. Project Address 6 0 . S Srp v e_ rs4 k. 5-1- Scope of Work . , r\4 , .. a -, n Ie, ° r w'\ . Inspector _ r / iq „,,,,,.._ Da#e-o#Inspection '-1 /rah, O Inspection --1-'' --!".'- ,1 •.(41 Pass c Fail Fe id) 104 , j Inspection Pass ❑ Fail ❑ Fee l Inspection Pass ❑ Fail ® Fee Inspection Pass 0 Fail 0 Fee Dianne Otto From: Downer Davis [dkdbus @gmail.com] Sent: Monday, August 23, 2010 11:50 AM To: Jonathan Lynn; Dianne Otto Subject: Fwd: FW: FW: Foundation Plan-503 7th St Tybee Is. Every effort should be made to protect the marsh from sediment and prevent a water quality violation. I believe the efforts at E&S control with the BMPs they have used to date have been effectively protecting the marsh from sediment related damage. Additionally, I believe reasonable water quality protection is being provided. Downer Forwarded message From: Jonathan Lynn <ilynn @cityoftybee.org> Date: Mon, Aug 23, 2010 at 11:26 AM Subject: FW: FW: Foundation Plan- 503 7th St Tybee Is. To: Dianne Otto<Dotto @cityoftybee.org>, Downer Davis <dkdbus @gmail.com> FYI Original Message From: Alice Vick [mailto:Alice.Vick @dnr.state.ga.us] Sent: Monday, August 23, 2010 11:22 AM To: Kent Knapp Cc: Jonathan Lynn; 'Bernie Goode' Subject: Re: FW: Foundation Plan- 503 7th St Tybee Is. Kent and John, The Division is agreeable to concert piers as long as they are in compliance with the rules and regulations of the City of Tybee. Every effort should be made to protect the marsh from sediment and prevent a water quality violation. Regards, Alice Vick Program Manager GA Environmental Protection Division Coastal District-Brunswick 400 Commerce Center Drive Brunswick, Georgia 31523-8251 Office: (912) 264-7284 Fax: (912) 262-3160 alice_vick@dnr.state.ga.us 1 >>> "Kent Knapp" <kentknapp@hallandhull.com> 8/23/2010 10:10 am>>> Alice, After receipt of your email two weeks ago there is still uncertainty on our part and on the part of the City of Tybee as to what the "original plan" is for the Goode residence. According to Bernie, the very original plan was the one he submitted in 2000 for the buffer variance. EPD Director Carol Couch refers to this plan in her 7/28/06 letter to Bernie. This is also the basic plan he says he presented to Tybee for site plan approval in 2006 - with changes of little consequence due to his purchase of Lot 180 which changed the access route and the establishment of new wetland boundaries by DNR. It is our belief that you refer to the construction techniques outlined in Pete Maye's letter to Mr. Goode dated 5/20/02 which mentions putting the house on pilings. That said, it is entirely normal that changes over a 10-year period will occur in a project subject to multi-agency reviews and future information and events - such as subsurface conditions and cost estimates -that call for a change. Even if it is your belief that wood piles in lieu of concrete piers are part of the "original plan" and must be adhered to, I would still ask for the change to concrete piers, that will result in no short term or long term harm to the environment when compared with driving wood piles, in order to save Mr. Goode $20,000 in construction costs. I would also like to mention that the installation of block piers will require less equipment and potentially the same soil disturbance as the wood pile method. Concrete block also eliminates the need for chemical treatment of the wood piles which are embedded to a depth of 35' or more. I understand that your ultimate goal is to protective the marsh surrounding Mr. Goode's property. My request is that this plan is reviewed with an understanding that the block pier foundation is an environmentally friendly alternative to a wood pile foundation and, furthermore, is commonly used on waterfront and marsh-front property all over the southeast, including on Tybee Island. Sincerely, Kent Knapp 2 Original Message From: Jonathan Lynn [mailto:jlynn@cityoftybee.org] Sent: Monday, August 23, 2010 9:21 AM To: 'Alice Vick' Cc: 'Kent Knapp'; Dianne Otto; 'Downer Davis' Subject: FW: Foundation Plan- 503 7th St Tybee Is. Alice I was just following up to this email that I sent to you a few weeks back regarding the Bernie Goode construction project here on Tybee. Thanks Jonathan Original Message From: Jonathan Lynn Sent: Wednesday, August 11, 2010 3:08 PM To: 'Alice Vick' Subject: RE: Foundation Plan- 503 7th St Tybee Is. Alice Just wanted to make sure that this plan (attached) is good with you guys. This is their revision that was given to our office this afternoon. 3 Thanks Jonathan Original Message From: Alice Vick [mailto:Alice.Vick @dnr.state.ga.us] Sent: Monday, August 09, 2010 10:20 AM To: Jonathan Lynn Subject: Re: Foundation Plan- 503 7th St Tybee Is. Kent, The Division issued letters exempting Mr. Goode from the need for a buffer variance in 2002, 2003, and 2006. Dr. Couch's letter from July 28, 2006 stated that "The concurrences given in the two above letters will remain valid as long as the construction techniques for the house remain the same". Mr. Goods should follow the original plans. Regards, Alice Vick Program Manager GA Environmental Protection Division Coastal District-Brunswick 400 Commerce Center Drive Brunswick, Georgia 31523-8251 4 Office: (912) 264-7284 Fax: (912) 262-3160 alice vick @dnr.state.ga.us >>> "Kent Knapp" <kentknapp @hallandhull.com> 7/20/2010 6:27 pm>>> Alice, Good afternoon. I understand that you spoke with Bernie and Beverly Goode last Friday regarding the foundation design for their residence at 503 7th St on Tybee. As I am sure they discussed with you, the cost of the wood pile foundation has turned out to be significantly more than concrete pier foundation that had previously been discussed. The cost of the wood pile system is almost$25,000 more than the concrete pier system. This is primarily due to the extra wood structure required to tie the piers together to achieve the lateral strength and uplift resistance that the concrete piers provide. I understand that you are most concerned with an environmentally sensitive plan that has no long term effects on the surrounding marsh. The soil that will be displaced during the jetting process of wood piles is comparable to the soil that will be displaced while pouring a concrete footing for a concrete pier system. The length of time necessary to produce either foundation is approximately one week. The equipment used to install the concrete footings and piers is a backhoe and concrete truck and backhoe vs. a pile driving rig and water truck for the jetted piles. 5 I'� We also like the structural aspects of the concrete pile system. It has more structural integrity than the wood pile system and requires less lateral bracing for greater stability. As far as the short and long term impact on the property and surrounding marsh goes, we have installed 2 rows of silt fencing around the entire perimeter of the property to protect the surrounding marsh. Ultimately we are required by the City of Tybee to stabilize the property prior to removal of the silt fence so regardless of which system is installed, the impact to the marsh should be negligible. At this time we have installed 4 vertical wells for a geothermal HVAC system which is an environmentally alternative to the traditional heat pump. The installation of the wells required the disturbance of much of the footprint of the house as we chose to install them beneath the house to minimize the disturbance of surrounding soils. At this point, excavation for a footing would do little more than disturb what has already been disturbed. We understand the need to be sensitive to the environment and have every intention to protect it as we know how. I am requesting that you consider the concrete pier foundation as an acceptable alternative to the jetted wood pile system. I have attached a foundation plan for your review. Jonathan Lynn and the City of Tybee have agreed to follow your lead on this one and have given their blessing providing that you do the same. If the 6 proposed design is acceptable to you, Jonathan has requested that you sign off on the attached plan which can be submitted by either you or Ito them for final approval. Please let me know if you have any questions and thank you for your consideration. Kent Knapp Kent Knapp2 **************************************************************************** ************************************************ This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 **************************************************************************** ************************************************ ****************************************************************************************** ********************************** This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ****************************************************************************************** ********************************** Downer K. Davis, Jr. 8 Dianne Otto n_ 03 From: Downer Davis [dkdbus @gmail.com] pv fl d ci 4PO n Sent: Tuesday, July 20, 2010 12:12 PM To: Jonathan Lynn; Dianne Otto Subject: Fwd: FW:Alice Vick Telcon re Foundation Attachments: Kent Knapp.vcf I agree that the DNR is the keeper of the state waters (which includes marshes) and that we should follow their lead. However,based on past experience with this project we need to ensure we fully understand any changes to the p p p j Y Y g permit by the DNR. Project correspondence files document the DNR had not approved what Tybee was requested to. If Tybee had approved what the Owner earlier wanted we would have violated the conditions of the DNR's approval. Downer Forwarded message From: Jonathan Lynn<jlynn@cityoftybee.org> Date: Tue, Jul 20, 2010 at 9:07 AM Subject: FW: Alice Vick Telcon re Foundation To: Kent Knapp <kentknapp @hallandhull.com> Cc: Dianne Otto <Dotto @cityoftybee.org>, Downer Davis <dkdbus @gmail.com> Kent Thanks for the email. To answer your question about the piers,yes they would need to be approved and a plan signed off on by Alice Vick as it is ultimately their determination about how the piers are to be constructed in terms of type. Thanks Jonathan From: Jonathan Lynn[mailto:ionathanhlynn@a,yahoo.com] Sent: Tuesday,July 20,2010 8:47 AM To: Jonathan Lynn Subject: FW:Alice Vick Telcon re Foundation --- On Mon, 7/19/10, Kent Knapp <kentknapp(aiJiallandhull.coni>wrote: 1 From: Kent Knapp<kentknapp@hallandhull.com> Subject: FW: Alice Vick Telcon re Foundation To: jonathanhlynn@yahoo.com Cc: "'Bernie Goode' <berniegoode@gmail.com> Date: Monday, July 19, 2010, 6:49 PM Jonathan, Good evening. I wanted to follow up with you regarding the email to Alice Vick and the response we received last week. To clarify what we are planning and what Alice has OK'd,we are planning to install the typical Tybee lattice of 5/4"x 6" boards installed vertically around the perimeter of the foundation with a small space in between boards. For the storage area, we will use the same type of enclosure in the southeast corner of the space beneath the house as shown on the plans that were submitted for permit. Please let me know if you have any additional questions. On another note, if you recall our meeting with Alice Vick at the City of Tybee,Alice was looking for a foundation plan that was environmentally sensitive. We agreed to forgo the plan in place for a concrete pier foundation and pursue a wood pile foundation or a concrete pile foundation. After researching both options and the benefits of each,we have determined that it will cost almost$25,000 additional to install either pile system. The environmental benefit, in my opinion, is almost negligible and certainly cannot justify such an increase in cost. My understanding is that Alice Vick has the ultimate say in which foundation is acceptable due to its proximity to the marsh. Is this correct? If we would like to ask her to consider that a concrete pier foundation will have the same environmental impact as a jetted pile system,would her blessing be sufficient for the City of Tybee to allow the foundation change? Other than the submittal of the new foundation design,will there be any other reviews or fees associated with such a change? I wanted to get your initial feedback prior to pursuing this with Alice, although I do think she will be understanding. Any feedback you can provide is appreciated. Thank you, Kent 2 Kent Knapp Architectural Building Systems,Inc. Construction Manager (843)81.5-2929 Work (843)540-1533 Mobile kentknapp lathallandhulL com kentknapp@hargray.com Architectural Building Systems,Inc, PO Box 5216 Hilton Head Island,SC 29938 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 Downer K. Davis, Jr. 3 Of " P0 solid t„ adiS Jonathan Lynn 1 Q ' ,e_ p n From: Alice Vick [Alice.Vick @dnr.state.ga.us] /0..,. 314, Sent: Tuesday, July 13, 2010 4:44 PM ic) TRaMTM/31 To: Jonathan Lynn; Kent Knapp Cc: 'Bernie Goode' JUL 1 3 2010 ig Subject: Re: FW: 503 7th Street Attachments: ESAC Minor Land Disturbing Activities with Ussery Memo 2OO9.pdf Gentlemen, Attached is a Minor Land disturbance guidelines that outlines activities that are acceptable in the buffer. As Mr. Goode's site is very narrow, it will be difficult if not impossible to locate the storage shed 25 feet or more from the Jurisdiction Line delineated by Costal Resource Division. Any solid wall must be outside the 25 foot buffer. Buffer regulations do allow for fences to be constructed in the buffer. A lattice fence constructed under the house and used to secure items would be acceptable to the Environmental Protection Division if in compliance with Tybee's local ordinances. In order to construct the solid wall storage area detailed on the plans, a buffer variance will be required. Regards, Alice Vick Program Manager GA Environmental Protection Division Coastal District-Brunswick 400 Commerce Center Drive Brunswick, Georgia 31523-8251 Office: (912) 264-7284 Fax: (912) 262-3160 alice vickOdnr.state.ga.us >>> "Kent Knapp" <kentknapp@hallandhull.com> 7/9/2010 10:02 am >>> Alice, Good morning. This email is a follow-up to our meeting on February 24, 2010 at the City of Tybee regarding a residence for Mr. Bernie Goode. We are underway with construction and looking forward to completing a successful project. Upon receipt of the building permit I was informed that the storage space and lattice around the perimeter of the space beneath the house would not be allowed for this particular project. After reviewing my notes from our meeting, I recall that you had given the following terms: Pervious driveway is OK. We agreed to leave it "as is" Porous pavers are an acceptable alternative to the concrete slab Wood piles would be used in place of concrete piers 1 I don't have notes or a recollection of the lattice beneath the house being discussed. Additionally, Bernie provided the following excerpt from his notes of the same meeting: "Agreed to following changes and they will issue building permit: 1) Move house so that will fit w/i overlayed footprints of 2002 and 2006 plans. 2) Driveway OK, can use any pervious material. 3) Foundation on jetted or screwed piles - see steps 1 & 2 of 5/20/02 letter from Pete Maye to me (I never remember receiving this letter & so said). 4) Pervious covers only on ground under house, porous concrete OK, or paving stones." In a letter from Peter Maye Dated May 20th, 2002, the DNR had approved construction of a residence on Mr. Goode's property using "alternative construction procedures" which I believe was the basis for your approval for construction at our meeting in February. I have included a copy of this letter for your records. Again, there is no mention in this letter regarding lattice or storage beneath the structure. Jonathan Lynn and the City of Tybee are willing to accept your ruling if in fact the lattice and storage on the pervious paver parking pad are acceptable. I have included a picture of "typical Tybee" lattice which is consistent with the neighboring houses and many of the houses on Tybee. I have also included a plan view of the intended storage space in the southeast corner which was to be protected on the two exterior sides with solid walls and protected on the interior sides with a similar lattice and gate. As you are probably aware, the residence that we are constructing is only 912 square feet. We have managed to design in two bedrooms and two bathrooms into the space but as you can imagine storage is minimal. Bicycles, lawnmowers, lawn tools, etc. are a necessity and will need to be stored outside the home. An acceptable storage area beneath the house which is comparable to the many others on Tybee seems like a reasonable request and I hope that it will not be an issue. Jonathan has said that an email from you giving your blessing will be adequate for him. Thank you. Sincerely, Kent Knapp Kent Knapp2 2 Georgia Department of Natural Resources 2 Martin Luther King, Jr. Drive, S.E., Suite 1152 East Tower, Atlanta, Georgia 30334-9000 Chris Clark,Commissioner Environmental Protection Division F.Allen Barnes,Director (404)656-4713 MEMORANDUM TO: NonPoint Source Group, Program Coordination Branch Staff, and Local Issuing A horiti?s FROM: Jim Ussery, istant Director Environment Protection Division RE: Minor Land-Disturbing Activity Guidelines The attached minor land-disturbing guidance document, dated September 2009, has been developed by the Erosion Sedimentation Advisory Council (ESAC). The intent of this document is to clarify minor land-disturbing activities as defined in the Georgia Erosion and Sedimentation Act and the applicable requirements of the NPDES General Permits for Storm Water Discharges Associated with Construction Activity. Please initiate implementation of these guidelines immediately for all applicable minor land-disturbing activities. Should there be any questions regarding this memorandum, please contact the appropriate EPD District Office or the Watershed Protection Branch's NonPoint Source Program at (404) 675-6240. Attachment Cc: Jim Sommerville Linda MacGregor Larry Hedges Revised September 2009 MINOR LAND-DISTURBING ACTIVITIES As per O.C.G.A. 12-7-17(3), minor land-disturbing activities are exempt from the Georgia. Erosion and Sedimentation Act: "Such minor land-disturbing activities as home gardens and individual home landscaping, repairs, maintenance work, fences, and other related activities which result in minor soil erosion." The intent of this document is to clarify minor land-disturbing activities as defined in the Georgia Erosion and Sedimentation Act and the applicable requirements of the NPDES General Permits for Storm Water Discharges Associated with Construction Activity, as follows: A. The following land-disturbing activities are examples of projects not specifically listed in O.C.G.A. 12-7-17(3) that would be considered minor land-disturbing activities and therefore, exempt from the Georgia Erosion and Sedimentation Act and the applicable buffer requirements for State waters: 1. Elevated structures such as decks, gazebos, patios, walkways, viewing platforms and/or open picnic shelters, provided: a. No more than 100 square feet of footprint of the elevated structure extends into or over the buffer, with an exception for structures compliant with the Americans with Disability Act(ADA); b. No grading, cutting, filling or similar land-disturbing activities occurring as a part of the site preparation, construction or subsequent development; c. The structure is built on posts, concrete blocks and/or similar supports; d. Permanent protective vegetative cover remains or protective measures (e.g., mulch, gravel) are installed within the footprint of the elevated structure to prevent post-construction soil erosion; e. A natural canopy is left in sufficient quantity to keep shade on the stream bed; and f. No concrete and/or asphalt slabs, pads or foundations.constructed or placed as a part of the site preparation, construction or subsequent development. 2. A pervious ground level walkway approach to a dock and/or similar structure, provided: a. No more than 100 square feet of the constructed walkway extends into the buffer, with an exception for structures compliant with the Americans with Disability Act (ADA); b. No grading, cutting, filling or similar land-disturbing activities occurring as a part of the site preparation, construction or subsequent development; c. No concrete and/or asphalt slabs, pads, supports or foundations constructed or placed as a part of the site preparation, construction or subsequent development; and d. All ground preparation and walkway material placement is completed with the use of hand-held equipment. 3. Restoration of buffer area after the removal of an existing structure, provided: • 1 Revised September 2009 a. No more than 100 square feet of the structure footprint is in the buffer; and b. The buffer area must be replanted with native vegetation. 4. Maintenance or repair of existing structures, the failure of which would result in a threat to human health or State waters, such as sewer lines, water lines, dams, or gas lines. Total disturbance must be less than 100 square feet. 5. Placement of rock riprap within the buffer not to exceed 100 square feet on any one property, provided: a. The placement of the rip-rap does not result in soil disturbance outside the placement area; and b. No grading, cutting, filling or similar land-disturbing activities occurring as part of the site preparation, construction or subsequent development. B. The following land-disturbing activities are examples of projects that are NOT considered minor land-disturbing activities and therefore, NOT exempt from the Georgia Erosion and Sedimentation Act and the applicable buffer requirements for State waters: 1. Any land-disturbing activity utilizing wheeled or tracked machinery and equipment resulting in soil erosion within the buffer; 2. Paving with poured or prefab concrete and/or asphalt; 3. Any project or combination of projects occurring within the same calendar year on the same property resulting in more than 100 square feet of any elevated structures and/or pervious ground level walkways within or extending into the buffer; 4. Construction of a barbeque pit on a concrete and/or asphalt slab or pad within the buffer; 5. Construction of a ground level patio within the buffer; 6. Construction of a swimming pool within the buffer; 7. Construction of a structural or decorative retaining wall within the buffer; 8. Construction of a new seawall with land-disturbing activities occurring within the buffer; and 9. Backfilling any new seawall construction within the buffer. In addition, O.C.G.A. 12-7-6(b)(15)(A) and O.C.G.A. 12-7-6(b)(16)(A) state that"No land disturbing activities shall be conducted within a buffer and a buffer shall remain in its natural, undisturbed, state of vegetation until all land-disturbing activities on the construction site are completed. Once final stabilization of the site is achieved, a buffer may be thinned or trimmed of vegetation as long as a protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed; provided, however, that any person constructing a single-family residence, when such residence is constructed by or under contract with the owner for his or her own occupancy, may thin or trim vegetation in a buffer at any time as long as protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed." Therefore, for Common Development construction projects covered under the NPDES General Permit for Storm Water Discharges Associated with Construction Activity (Permit), the exemption for minor land-disturbing activities (O.C.G.A. 12-7-17(3))within the buffer for State waters would not be applicable for an individual lot(s) until such time as a Notice of Termination (NOT) for the Common Development had been submitted in accordance with the Permit. 2 Revised September 2009 For Stand Alone and Infrastructure construction projects covered under the Permit, the exemption for minor land-disturbing activities (O.C.G.A. 12-7-17(3))would not be applicable for a construction project until such time as a NOT is submitted in accordance with the Permit. However, for Infrastructure construction projects only, the installation of mandatory fences within the buffer for State waters is allowed prior to submitting a Notice of Termination and is exempt from the applicable buffer requirements. Compliance with the Georgia Erosion and Sedimentation Act and NPDES General Permits for Storm Water Discharges Associated with Construction Activity does not relieve an individual of any obligation or responsibility for complying with the provisions of any other law or regulations of any Federal, local or additional State authority, nor does it obligate any of the aforementioned to permit this project if they do not concur with its concept of development and control (e.g., placement of rock riprap within the stream channel may require a permit from the United States Army Corps of Engineers). 3 Geomia Department of Natural Resources 2 Martin Luther King, Jr. Drive, S.E., Suite 1152 East Tower, Atlanta, Georgia 30334-9000 Noel Holcomb, Commissioner Carol A. Couch, Ph.D., Director Environmental Protection Division 404/656-4713 July 28, 2006 2 4t E F!tVfi" fJ �� pt 1 € k3 4,1 Mr. Bernard N. Goode1415 Miller Avenue Tybee Island, Georgia 31328 'U - � RE: Home Construction Tybee Island, Georgia Dear Mr. Goode, This letter is in response to your May 23, 2006 letter requesting concurrence from the Georgia Environmental Protection Division (EPD) for the construction of your house overlooking the Horsepen Creek Marsh. Letters sent by EPD on August 21, 2002 and April 10, 2003 exempted the construction of your original house site plan (dated November 30, 2000) based on information provided in a stream buffer variance application that the construction would involve only minor land disturbing in the 25-foot marsh buffer. Review of your current, revised site plan (dated May 22, 2006) indicates that the footprint of the house site has not significantly changed and still does not constitute major land disturbing. The concurrences given in the two above letters will remain valid as long as the construction techniques for the house remain the same. Please note that this concurrence does not relieve you of any obligation or responsibility for complying with the provisions of any other law or regulations of any federal, local or additional State authority. This includes obtaining a Coastal Marshlands Protection Act permit for the driveway crossing. If you have any questions concerning this letter please contact Mr. Lawrence Hedges or Ms. Jan Sammons with my NonPoint Source Program at (404) 675-6240. cerely, Carol A. Couch, Ph.D. Director CAC:jsk cc: Darrell Crosby JSus Shipman e Anderson of 1YBEE/ =CpptEC ACT S�9y0 t . � GEORG%p THE CITY OF TYBEE ISLAND FAX COVERSHEET TO: Bubba Hughes DATE: 08/17/2006 FROM: Donald Anderson #PAGES 2 Email: dandersonCa.cityoftybee.orq Fax: Comments: Bernie Goode Please let me know if you need any additional info. Phone: (912)786-4573 ext. 107 Fax: (912) 786-9539 Thank You, Donald Anderson Assistant City Manager Confidientiality Notice: This fax is sent by Tybee Island City Hall and is intended exclusively for the addressee. This communication may contain information that is proprietary,priveledged,confidential or otherwise legally exempt from disclosure. If you are not the addressee,you are NOT authorized to read,print,retain,copy or otherwise disseminate this message or any part of it.If you have received this message in error,please notify the sender immediately by return email and delete all copies of this message. Thank you. 403 Butler Avenue Office:(912)786-4573 Ext.106 Tybee Island,Georgia 31328 Fax:(888)597-6557 of VOW r I ,- gEOH(31P THE CITY OF TYBEE ISLAND FAX COVERSHEET TO Bubba Hughes DATE: 08/17/2006 FROM: Donald Anderson #PAGES 2 Email: danderson@dtyoftybaa.orq Pax: Comments: Bernie Goode Please let me know if you need any additional info. Phone:(912)786-4573 ext.107 Fax:j912)786-9539 Thank You, 'Donald Anderson Assistant City Manager Confidientiality Notice: This fax is sent by Tybee.Island City Hall and is intended exclusively for the addressee. This communication may contain information that is proprietary,priveledged,confidential or otherwise legally exempt from disclosure.If you arc not the addressee,you are NOT authorized to read,print,retain,copy or otherwise disseminate this message or any part of it.If you have received this message in error,please notify the sender immediately by return email end delete all copies of this message. Thank you. 403 Butler Avenue Office,(912)7864573 Ext.116 Tybcc tsL,nd,(senigia 31328 F:u:(858)597-6557 ********* -6256 981. X16 - ***** - 338,1,1 dO A1I3- ************************************ - 'BSI 338A1 d0 A1I0- E2:00:00 z00/ir00 L9LZ82Z g X10 T00 'ON ?I088 ON N0I10eIflG S39t id 'ON 3N0Hd3131/SSd?IGGU 1I tiN3/3Wl N NO I 1HWS /H0fl01-3N0 'WW00 NIS OSS='ON 31Id 20:60 LT-011d=QN3 10:60 LT—Ofltt=12kt1S NOISSIWSNH2i1 )?lOW3W = 3QOW ******** 1,0:60 314I1 ***** 900E-LT-MU 31HQ ******************* -11;N810f 'WW00- *************** --6Q_Y-'nle- elooJ.12 Jonathan Lynn From: Kent Knapp [kentknapp @hallandhull.com] Sent: Monday, January 11, 2010 8:58 AM To: Jonathan Lynn Cc: Dianne Otto; 'Downer Davis'; 'lahbos'; 'Bubba Hughes'; 'Bernie Goode' Subject: RE: 503 7th Street, Tybee Island, GA, email 3 of 3 Attachments: Kent Knapp2.vcf Jonathan, In response to your email below: 1) The DNR wetland delineations have been marked within the past 3 months and are reflected in a plan that I have submitted to the City of Tybee. 2) The following is an email that I received from the property owner, Bernie Goode,this morning which I am in agreement with: Kent - after we spoke last week, I went to Tybee's website that Jonathan included in his email to you and printed out the Soil Erosion and Sedimentation Control Ordinance. As I was reading it, I made a remarkable discovery. The exemption for single family residences had been reinserted into the ordinance. This exemption was in the model ordinance DNR had given to Tybee in 2005 as a guide for use in drafting its own ordinance. But Tybee removed the single family residence and two other exemptions for minor land disturbing activities. I and others complained about this removal in meetings with Tybee officials and before Council - to no avail. I had no idea the removed exemptions had been reinserted verbatim into Tybee's ordinance until reading the current version on its website last week. Section 15-030 says "This ordinance shall apply to any land-disturbing activity by any person on any land except for the following . . . 4. The construction of single family residences . . ." provided "any such residence shall conform to the minimum requirements as set forth in section 15-040." Section 15-040 sets forth the minimum requirements "for those land-disturbing activities which are not exempted by this ordinance." (15-040 A., Underlining added.). Later in the last sentence of 15-040 B.2., the word "not" that Tybee had removed from the state's model ordinance in 2005, had been reinserted into the current ordinance as follows: "This paragraph shall not apply to any land disturbance associated with the construction of single-family homes which are not part of a larger common plan of development or sale unless the planned disturbance for such construction is equal to or greater than five acres." Underlining added. When I went to find out when Tybee amended its ordinance to adopt the single family residence exemption, I found the date "4-26-2007(3)" at the very end. So I then looked at the minutes of Council's meeting of April 26, 2007, and found the following: "Ms. Doyle moved to approve for 2nd Reading the Text Amendment to the Soil and Sedimentation Ordinance, putting the exemptions back in and reverting to the state model. Mr. Pearce seconded. Mr. Wolff said there was confusion at the last meeting that influenced his vote. He said he thought they were voting to add the exemptions back into the existing ordinance for Tybee. He said according to the Clerk they voted to adopt the 1 state model that does not offer protection to Tybee. He said it doesn't have any definitions for minor land disturbing activities which are going to be allowed if we put the exemptions back in. Ms. Doyle said her understanding was they were adopting the model ordinance until they could hold a workshop to see what additions to the ordinance would be needed for Tybee. Ms. Williams said she feels they would be doing a disservice to the Island if they adopt an ordinance that does not apply to Tybee. She said it is critical that the definitions be included. Ms. Sessions announced the public workshop on May 14, 2007 at 6:00PM. She said once they have the workshop and get the input from the public as well as Planning Commission and Council they will have a clear understanding and hopefully come to an agreement on what is right for Tybee. Mr. Brown said the Planning Commission's recommendation was to put the exceptions back into the Tybee Ordinance. He said they only addressed the exemptions. Mr. Hughes said the motion for the 1st reading was to reinstate the exemptions and use the State Model Ordinance which was not what the Planning Commission recommended. Ms. Doyle asked the Clerk to restate the motion. Ms. Woods restated the motion as; Ms. Doyle moved to approve for 2nd reading the Soil and Sedimentation Ordinance with putting in the exemptions and reverting to the State Model. The vote tied with Doyle, Crone and Sessions voting in favor and Pearce, Williams and Wolff voting in opposition. Mayor Buelterman broke the tie in favor of the motion and 2nd reading." This description of what took place in April of 2007 leaves no doubt that Council was providing relief to landowners undertaking minor land-disturbing activities by reinserting all the exemptions contained in the state's model ordinance. If Council turned around and again removed the exemptions from its ordinance following the workshops that were mentioned during the motion and voting discussions, it is certainly not reflected in the amended ordinance as now written. Bottom line: In addition to this project being grandfathered from the original 2005 ordinance, it is now exempt. The ordinance as amended in 2007 and now on the books exempts all single family residences complying with the restrictions described in the 2007 amendments, which this one does. Bernie 3) There will not be any fill necessary in the marshland areas during the construction of this residence so section 5- 010 (K) does not apply. I have a current drainage plan and erosion control plan that I would like to submit to the City of Tybee in an effort to move this project forward. Please let me know if you have any questions or comments. Thank you Kent Knapp Kent Knapp Architectural Building Systems,Inc. Construction Manager (8 43)815-2929 Work (843)540-1533 Mobile kentknapp@hallandhull.com kentknapp @dhargray.com Architectural Building Systems,Inc. PO Box 5216 Hilton Head Island,SC 29938 From: Jonathan Lynn [mailto:jlynn @cityoftybee.org] Sent: Wednesday, January 06, 2010 2:51 PM To: 'kentknapp @hallandhull.com' Cc: Dianne Otto; 'Downer Davis'; 'lahbos'; 'Bubba Hughes' Subject: RE: 503 7th Street, Tybee Island, GA, email 3 of 3 2 Kent Please allow this email to serve as the response to the emails that were being exchanged between Dianne Otto and yourself in the last few days concerning 503 7th Street here on Tybee Island. I apologize for the day or so delay here but the file for this project was tedious to get through given the history of the project. As it stands right now,the City has received the permit application for the construction of a single family residence on this lot.This should be the culmination of the project and the final stages proceeding at this point. However, before proceeding with permitting of this project,there are several items that need to address and resubmitted to the City of Tybee Island. 1) Due to the timeline the project has followed,the DNR lines that were marked and have been referred to have expired as they must be marked within the last year.What needs to be done is to have this property marked by DNR again and the lines resubmitted on a plan to the City of Tybee Island. 2) A new Soil and Erosion Plan must be created and submitted to this office to go along with the building permit. This plan must be reflective of the current requirements laid forth within the City of Tybee Island Soil Erosion and Sedimentation Ordinance.This ordinance is available for viewing at: http://library6.municode.com/default- test/home.htm?infobase=14104&doc action=whatsnew under Appendix A>Land Development Code>Soil Erosion and Sedimentation Ordinance 3) Also, please refer Section 5-010 (K) of the Land Development Code as well which discusses the applicable regulations for materials in the marshland areas of the Island. I hope that we can address these items quickly and allow this project to move forward as soon as possible. Thanks and please feel free to forward this to the property owner and let me know if you have any questions or concerns. Jonathan Lynn From: Dianne Otto Sent: Tuesday, January 05, 2010 2:42 PM To: Jonathan Lynn Cc: 'kentknapp @hallandhull.com'; 'Downer Davis'; 'lahbos' Subject: FIN: 503 7th Street, Tybee Island, GA, email 3 of 3 See below and attachement. Dianne Otto, CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 From: Kent Knapp [mailto:kentknapp @hallandhull.com] Sent: Tuesday, January 05, 2010 11:11 AM To: Dianne Otto Subject: 503 7th Street, Tybee Island, GA, email 3 of 3 Diane, This is not the current drainage plan, but the one that was submitted in 2007. If, after reviewing the emails I have forwarded, you are in agreement that the NRCS review is not required, we will deliver the new drainage and erosion control plans to your office. Thank you 3 Kent Kent Knapp Architectural Building Systems,Inc. Construction Manager (843)815-2929 Work (843)540-1533 Mobile kentknapp©hallandhull.corn kentknapp©ahargray,com Architectural Building Systems,Inc. PO Box 5216 Hilton Head Island,SC 29938 From: Bernie Goode [mailto:berniegoode @gmail.com] Sent: Wednesday, December 30, 2009 3:42 PM To: Kent Knapp Subject: Drainage Plan Hi Kent. Hope your respite goes well. I got hold of Mark Boswell, the consultant I engaged in 2007 to do a drainage plan, and the one discussed in the last section of my last, mammoth, email to you. He said he submitted the drainage plan to Tybee on October 16, 2007, and emailed me that plan today - attached. This is the first time I've seen the plan and since I cannot print larger than letter size, it is difficult to read. It was done for a house that we had under design at the time. When we decided to move to Wilmington Island mid 2007, we stopped the design process and went into a holding pattern waiting to sell our Tybee house. The house we are doing with you is much smaller than the one being considered in 2007 and shown on the Boswell's drainage plan. Also, we have a new survey and new wetland delineation. Bernie This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 4 s,/l_ ,rj azit,_)C-1/ ps'a'a ya -' _1 ' - /..._ ki - Y-- "-fir 6ec' `> etzs"3"' /e 72��� c-��rb .te f� il� 1 , ,lb Lt.4;dia. k--/el ,Co 1.- /27 , ,7/ 7" _. _ 4" ....,,,......U/ 7 '• c fi /-, Ha ,,, ,"�,, �'l a . -6,/ .7,-f -cam 1 ‘...„,,,,,, Ag5i,„..._4.._ _______. 1 , i I= Bernie Goode i a, 29 Offshore Rd. I I /111, Savannah,GA 31410-1531 i1 --y- 7.- 6/:/ -- RECEIVED FOR I Coastal Resources Division December 21, 2005 Mr. Bernard Goode 1415 Miller Avenue Tybee Island, Georgia 31328 Re: Marsh Jurisdiction Line for Lots 180 and 181, Ward No. 2, Tybee Island, Chatham County, Georgia Dear Mr. Goode: Our office has received the survey plat stamped and sign dated November 22, 2005, by James Whitley Reynolds for the above-described tract. This plat and survey generally depict the delineation of the marsh/upland boundary as required by the State of Georgia for jurisdiction under authority of the Coastal Marshlands Protection Act of 1970. The delineation of jurisdictional tidal wetlands is subject to change due to environmental conditions and legislative enE._ctrnents. This delineation is valid for one year from the date of this letter, but may be voided should legal and/or environmental conditions change. Also, owners must contdct DNR Environmental Protection Division or the City of Tybee regarding any impacts of land within 25 feet o;'the State marshline. We appreciate you providing us with this information for our records. Please contact us if we ,may be of further assistance. Sincerely, 0446;ru,,i; 64' /1-'/ Christina Hodge Permit Coordinator Habitat Management Program Cc: Dee Anderson,City of Tybee Mark Padgett, US ACOE • • Georgia Department of Natural Resources • Coastal Resources Division 4,34.-Ls-4,' DEPARTMENT OF THE ARMY aQ' L ' SAVANNAH DISTRICT, CORPS OF ENGINEERS a IIP,` )� P.O.BOX 889 SAVANNAH,GEORGIA 31402-0889 5 •Gyrfe �`e REPLY TO JAN 0 4 2006 rares of w ATTENTION OF. Regulatory Branch 200502185 Mr. Bernard N. Goode 1415 Miller Avenue Tybee Island, Georgia 31328 Dear Mr. Goode: I refer to the letter of November 23, 2005, requesting that we verify the delineation of the wetlands on your property. The property is located adjacent to the tidal marsh at lots 180 and 181,Ward No. 2, Tybee Island, Chatham County, Georgia. This project has been assigned number 200501444 and it is important that you refer to this number in all communication concerning this matter. I refer to the previous verified delineation of lot 180,Corps of Engineers file number 970014960,verified by letter dated November 25, 1997. I also refer to the letter of verification and survey for marsh jurisdiction from the Georgia Coastal Resources Division dated December 21, 2005, for lots 180 and 181 and the site visit by myself and Christina Hodge of the Georgia Coastal Resources Division on December 19, 2005. At this inspection it was determined that the line as flagged by the Georgia Coastal Resources Division is a valid line for tidal wetlands on the project site. It was also determined that there is a section of nontidal wetlands that extend across lots 181 and 180 as depicted on the attached field sketch. I have determined that the wetlands on the property have been delineated in accordance with the 1987 "Corps of Engineers Wetland Delineation Manual." I request that you have the jurisdictional wetland boundary lines, as depicted on the field sketch dated 12/19/05", surveyed and superimposed on the final plat for the property. In order to avoid violation of the Interstate Land Sales Full Disclosure Act and/or Section 404 of the Clean Water Act, I recommend that you place a statement on the plat to the effect that "WETLANDS SHOWN ON THIS PLAN ARE UNDER THE JURISDICTION OF THE US ARMY CORPS OF ENGINEERS. LOT OWNERS MAY BE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE WETLAND AREAS WITHOUT PROPER AUTHORIZATION." If we have not received this requested survey or notification of your intent to provide this survey within 90 days of the date of this letter, your request will be cancelled. The wetlands on the subject property are waters of the United States and are therefore within the jurisdiction of Section 404 of the Clean Water Act (CWA) (33 U.S.C. 1344) and Section 10 of the Rivers and Harbors Act . The placement of dredged or fill material into any waterways and/or their adjacent wetlands, mechanized land clearing, or excavation of those wetlands would require prior Department of the Army authorization pursuant to Section 404. 2 This preliminary delineation/determination has been conducted to identify the limits of the US Army Corps of Engineers' Clean Water Act jurisdiction for-the particular site identified in this request. This delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985, as amended. If you or your tenant are US Department of Agriculture (USDA)program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service prior to starting work. We have enclosed a form, which explains your right to appeal this decision in accordance with Title 33, Code of Federal Regulations, Part 331,published in the March 28, 2000, Federal Register, Vol. 65, No. 60, Pages 16486-16503. We have also enclosed a documents titled, "Jurisdictional Determination." Should you have any questions concerning this matter, you may call me at (912) 652-5052. Sincerely, 271401 al Mark J. Padgett Project Manager, Southern Section Enclosures Copy Furnished: Georgia Department of Natural Resources Coastal Resources Division Attention Ms. Christina Hodge, Permit Coordinator One Conservation Way Brunswick,Georgia 31520 L 1 1 DITCH -------,\ ®NQ N 20°59'35"E 120.16' iAr -� .....■■■••••••=7.t— En. ._ PNR I Y'')/4 \ / A e e\LP\ Ddiel-co6- \ Sv.rtSd, A.Goo / <,q, A 1 / -9 \ I\ c N ,1. b \ / /L23 457fA Nifs �t n z l UPLAND 9 \ ry--v �► E-+ to 1�N� .L.-15-� 1+nIR�1 i �`,r 16"-c-if 1), 12 7 '.� �W., ,.. N` \� DNR JD LINE E-1 w LOT 181 1 0� In LOT 182 o ' LOT 180 d' H x /o ^' Nc7 77;`)4,1:. l�S '�" 1 co /� d��\ I , // 4. Oct / "' w va `Zi i 4tig '.2- I . Doiz./b(�> s,N. i L�13 NOTE:'UPLAND IN THIS l�le DNi�1 I AREA HAS NOT BEEN • DELINEATED. ,t)01 )-.0 _� �.1�N�, 0 L-1�, .4/ 1 1Dt4 13. .L-16 r4 A 1 0 S 21°01•'16"W 120.08' - - LOT 150 LOT 151 DNR JD LINT . g...fri 181, WARD •� 0 24" PLASTIC PIPE ISLAND CD 41�� 20 0 20 40 60 s s I I I I i I i1 i I { 1 i ski i2//17's" GEORGIA r_RAPRIT7 SrArF - WT+WT 0 Gt. NO 7 0 . 4- . * . * * * * * . * . * . ' V * ..1/ + 4 4. 4. 4q, 4. '4, * * * Or - V1.1,3 ,., . V . V 1..› . . . . . . . . v 4. . V . I / V . /1( . . . V . . •1, V . . . 'V V . . . . . V . V .4 V . V ' 71 / .11 . . 'V V V' V . . . '8. V V . L' . / U. . V . . . .4, 'V . 14 V V 4.0 . . . . . . . . . .. . CI,IMEDBY 1:1-1E STATE QF GEORGIA, ,,, „i P"ri, li. . .... . .. . '4. . V . 4, V , DEPARTMENT OF NATURAL RESOURCE'S 1-- ----. ' . . . . . . . ""4'"'— 4 4 . -w- ,1 ... 1-8 C.) '4.V -V V \— / A . c--,__ . A . . . . . . . V / ... .., . . V V V V V . . . 4. . I ' ' ..= ..4. . . . . 5. . -V V' . . -4 V . . V . V' . V V' .1 N 694230" W T '., c .• l' - I ,73g A 1 UPLAND PROPOSED RESIDENCE , . . aI:j ,q,I ''F':;',,;" E; 0 18 AC I= I 7,986 SF . t..1,, II I k i. I I. ' ., vt SALT MARSH JURISDICTION LINE n, DELINEATED RY CA DIVR 1 l-,_ t 4, . H / Di -,. P' V' • , 1 1—...—7—--7 \,.,, .1.• . . V . 2 I\,. . • . . . . . . / . . . I , . , . • . . --,1.. 1•-_.,.,.._•, . V. . \I ; / [v. This Document Is For Foundation Construction Only 'N c/3 ry .C.1 o tn ,'.-. 'NN . 4. . / ,IZI, le, Notes. 1.41 ,.. ..1.X . 10 '.-.1 1 THIS PLOT PLAN IS NOT A PLAT REFER TO BOUNDARY AND ..„ : I° .... V -/,‘, I. . . . * 1. V V' 1, . ....7, 0 1,,, ■.7 • TOPOGRAPHIC SURVEY FOR PROPERTY INFORMA RON. SEE SURVEY • BY KRI ENGINEERING, INC. TITLED "A BOUNDARY AND TOPOGRAPHIC 1..^.,. . b N I . . .1,\., i 4 . . V . V 4, J.' V 1- CD 173 kt: 1 ■ '...1 r./. '''t',4 ,, ''' kg 1.4 2 N SURVEY FOR LOTS 180, 187, 182, A PORTION OF 5TH AVENUE AND CC4 0 It CO .,1. 0 p,1...,.. ,... . .\ ...j... . • . • 4. .., . . • <-,, 0 ,,......Z AN ADJACENT STRIP OF LAND"DATED SEPTEMBER, 25TH 2009 .,-csi I .. , . . . ..\. „.....--. . . . ,.n. . ,... . . . I') ''t 0, 2. THIS PLOT PLAN REPRESENTS THE FOUNDATION OF THE 2 PROPOSED HOUSE THIS IS NOT A SURVEY OF THE COMPLETED ' . ' . ' . ' t fv . * . ' . ' . ' V ' . ' V * V, ' . ' V ' V.:1 i, ,'''," Cn C [--, C...., HOUSE AND DOES NOT REPRESEN I 7 HE EXACT LOCATION OF THE by . V, . . V . J. . . V V V . V ';1/ '41,1 41 0 .; 114 F., '--9 . IMPROVEMENTS OF THE PROPER 7 Y N. . . q, . . . I, . V . -V . V . 44.7 14, '-'4. Op q 3 ACCORDING TO THE FLOOD INSURANCE RATE MAPS(FIRM), AS l''''' ' ' ' ' CL'AIMED'BYS/111-LIEI SkY4R1SEH?..51. GEbRG1A' ' ' ' ' ''`,.:. PREPARED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, I ,.. . . . DEPARIMENP OF NATURAL RESOURCES . . . . THIS PROPERTY LIES WITHIN A 100 YEAR FLOOD HAZARD AREA . . . . . . . 15,27 ACRES. . . . . . .1 B'- (COMMUNITY PANEL NO. 13051C-021.3--F, EFFECTIVE DATE: PROJECT//' 090221 9/26/2008, ZONE AE BASE FLOOD ELL VA DON 11.0) V V . 4/ V . V i DA I E I0/08/09 DRAWN BY: PAP r,• ! CHECKED BY. JCR SCALE. 2 4 1 q, 0' 20' 40' 60' N 6942'30" W — 11000' ---- . SHEET .... '- 2`,4 SCALE: 1"-20' ! I . , 1 0 F.1 I, Georgia Coastal Marshlands Protecti n Committee ttee ! , , PERMIT I Issued Pursuant to 0.C.G.A. 12-5-280 v. o: Bernard. N. Goode t For: Project Description: The project will consist of the construction of a reinforced concrete arch bridge spanning a 12' wide roadside tidal ditch. The concrete arch bridge will be supported on either side of the ditch by reinforced concrete abutments. Both concrete abutments will be located outside and upland of coastal marshlands jurisdictional areas. The bottom of the underside of the arch bridge will be 18" above the low point of the ditch. The arch bridge will be 12'wide and <� 20'long. Of this, 9'will cross over vegetated marshlands. The total impact to coastal marshlands from this crossing is 108 sq. ft., all of which is vegetated marshlands. Standard and special conditions apply to this permit. x: 1 G h 1 Date: March 12, 2007 AY ® o°ooOOO 1 IS/A a°°G�,iiTUlf °o 0 1�+0 v __ °oc� +t Expiration Date: March 12, 2012 0, g 0141 \ 'AP III 1,l' M Permit Number: 544 "'< °°°r°7°° Authorized By: (..: 4--:-/' ei, -. :1 , -c �\ GidiiA For further information, please contact the DNR Coastal Resources Division at (912) 264-7218 Coastal Resources Division GA DNR/HMP DEC 18 20DS STATE Ol'GEORGIA REVOCABLE LICENSE REQUEST In Association with a DNR Permitted Project APPLICANTS Ne%llE(S): _ Aell GII"j J"• Gp de_ ---_I'ertnit#— --_--- ADDRESS: r�/6 r'll led- Ave°-.f_ly4! S__isk -t 4 3.1j (Street) (City) < (State) (zip) COUNTY: ---- `/W 44•14 . WATERWAY: '4.4.1__'1 -__ DATE: Ai?'/!-_-0�— /E'i�, fo //orf, CreeA Susan Shipman,Director Georgia Department of Nahual Resources Ecological Services Branch One Conservation Way • Brunswick,Georgia 31520-86g7 Dear Ms.Shipmate I am making application for a permit with the U.S.Department of the Army,Corps of Engineers,Savannah District. I understand that the issuance of such a permit will not relieve me of the obligation to obtain authorization from the State of Georgia since the proposed project would constitute an encroachment on the beds of tidewaters which are State-owned property. Accordingly,!hereby request that I be granted a revocable license from the State of Georgia. Attached hereto and made a part of this request is a copy of the plans and description of the project which will be the subject of such a Iicense. I understand that if permission from the State is granted,it will be a revocable license and will not constitute a license coupled with an interest. I further acknowledge that such a license would relate only to the property interests of the State and would not obviate the necessity of obtaining any other State license,permit or authorization required by State law. I recognize that I waive my right of expectation of privacy and I do not have the permission of the State of Georgia to proceed with such . project until a copy of this request has been signed by Commissioner Holcomb. Sincerely, By h/ A— (Applicant),title if applicable By — — -- (Applicant),title if applicable Attachment ****************************************** The State of Georgia hereby grants you a revocable license not coupled with an interest as provided in your request. This area may now or in the future be utilized by boats employing power drawn nets under the provisions for commercial or sport bait shrimping. In its occupancy and use of the premises, licensee shall not discriminate against any person on the basis of race,gender,color,national origin, religion,age,or disability. This covenant by licensee may be enforced by termination of this license,by injunction,and by any other remedy available at law to the Department.The project proposed for this license must be completed within 3 years of the date of issuance of the license. Otherwise,action will he initiated to revoke the license. STATE OF GEORGIA Office of the Governor c: ' t; , By: Lt,-(1-4-1^- )/2_Q,,9��L-.-'� For: Holcomb 1 1 Commissioner-DNR DATE: L L- Z-t�Z-�t' Rcr<J Auro1:O�It U.c • Coastal Resources Division Coastal Marshlands Protection Committee Permit #544 Final Conditions March 12, 2007 Bernard N. Goode Construction of a I" einforced Concrete Arch Bridge 503 7t" Street Tybee Island Chatham County, Georgia Project Description: The project will consist of the construction of a reinforced concrete arch bridge spanning a 12' wide roadside tidal ditch. The concrete arch bridge will be supported on either side of the ditch by reinforced concrete abutments. Both concrete abutments will be located outside and upland of coastal marshlands jurisdictional areas. The bottom of the underside of the arch bridge will be 18" above the low point of the ditch. The arch bridge will be 12' wide and 20' long. Of this, 9' will cross over vegetated marshlands. The total impact to coastal marshlands from this crossing is 108 sq. ft., all of which is vegetated marshlands. Standard and special conditions apply to this permit. COASTAL MARSHLANDS PROTECTION ACT STANDARD CONDITIONS: 1. The project must comply, as applicable, for areas permitted herein, with all other federal, state, and local statutes, ordinances, and regulations and the applicant must obtain all licenses and permits prior to commencement of construction. 2. This permit does not resolve actual or potential disputes regarding ownership of, rights in or over the property upon which the subject project is proposed, and shall not be construed as recognizing or denying any such rights or interests. 3. All plans, documents and materials contained in this permit application, required by Coastal Marshlands Protection Act of 1970, as amended O.C.G.A. § 12-5-280 et seq. are a part of this permit and conformance to such plans, documents, and materials are a condition of this permit. No change or deviation from these plans, documents, and materials shall be permitted without prior notification and approval by the Department or Committee. 4. No further encroachment or construction shall take place within state jurisdiction, except as permitted by the Coastal Marshlands Protection Committee. Any modification of the plans or structure in the jurisdictional area must be reviewed and approved by the Department or the CMPC, as necessary, prior to construction. 5. The exact location and configuration of this project must be reviewed onsite and approved by Department staff immediately prior to beginning construction. Minor changes to the location Georgia Department of Natural Resources • Coastal Resources Division 1 One Conservation Way • Brunswick,Georgia 31520 TEL: (912) 264-7218 • FAX: (912)262-3143 • WEB: http://crd.dnr.state.ga.us 1 I may be allowed or required in areas that have eroded or accreted subsequent to the original jurisdictional determination. 6. Adequate sedimentation control barriers must be properly installed prior to land disturbance to prevent silting and sedimentation from impacting jurisdictional marshlands. 7. No construction materials or debris may be placed, disposed of, or stored in jurisdictional marshlands. 8. A construction placard will be required to be obtained from the Department up to 30 days prior to the start of project construction and must be posted on site. This placard will include certain steps in the construction of the permitted project that must be approved by the Department prior to construction. 9. The permit must be posted onsite within twenty-four(24) hours of beginning construction. 10. Any incidental impacts associated with construction of this project must be rectified by restoring areas to their pre-construction topographic and vegetative states. 11. If the permitted improvements are damaged, fall into disrepair, become dilapidated or are not meeting its expected usefulness, it is not maintained at a serviceable level, and it is the responsibility of the owner to remove the improvements. A new permit will be required to retain and repair the structure, improvement or asset if it loses its structural integrity and is no longer serviceable. 12. The Coastal Marshlands Protection Committee is not bound in the future to protect any improvement or asset authorized by the permit. 13. A copy of these and all permit conditions must be supplied to the person in charge of construction. All contractors and subcontractors are responsible for strict adherence to all permit conditions. SPECIAL CONDITIONS: 1. Permittee shall provide a post-construction survey to the Georgia Department of Natural Resources, Coastal Resources Division within 30 days of completion of the permitted activity that locates the facility as indicated in the application materials. Such survey shall comply with the Georgia Plat Act O.C.G.A. 15-6-67 et seq. 2. Permittee shall notify the Georgia Department of Natural Resources, Coastal Resources Division within 30 days of completion of the permitted activity so that a compliance inspection can be conducted by CRD staff. 3. Applicant must remove any buildup of debris at the location of the proposed bridge so as to prevent the restriction of stormwater flow below the proposed bridge. 4. Applicant must adhere to all applicable Best Management Practices for stormwater management and erosion and sediment control. ,--, FITTE. AVENUE 60' IR /14 , s ..._._._,,,,_, (utiopz-NED) cola,. & DAR k S U R I S D I C'ff O l i A L l_aiv— \.._ 44. \ liFETLAND gyii-\4''' AI tv lei-, DRIVE Al\ID PARKING-7._j -IF' -., aPkuunD 1 11 i 14 4,-4,..* t. gl O A I UPLAND .§ q., , -,.. ip.. _..., ._,... i _.,,.....7,... _ _ ......... .._ ._ ...n q., cv 84,- s\---13EcEciPoRCH--) ! i ,t, I aPz-P42,,v LJ t -4. .6is .11., -• RS 06•46 43 613 1 fts .7 \ 11 A g5i, UPLAM ..i.ip , . . i CD -,, S 1514" all. ;13 q m '?1 •-•J cP -1b..ia All. as = III ..t. 1 512 S 1S9.9°C5n7 _Earl I ,' LOT I_ B1 8 UPLAND a .1rLO ii.. i i r4 183 LI, ! 1,.. ii, LOT 180 ig a PRO?OSED 1 E0 co z ow. SINGLE e9 i 1 ii ; a i 1 to ...- te FAMILY I -k- % i ,i co . %... ti RESIDENCE /I ,, z '- ...-.. .....1 4-1 ,..1, (7.-. ri 0 .11 b —9IT 1042 .....04, ‘46,7., . as- za , WETLSOD - a zr—sr4k,,,j ..i. .s (9 lcosa. q, e• z"..16,17 os '9 UPLAND 6 TX-ELAND I - - or, / COE & M \ 7.---F Emaion&Sedimmtatiow Control Plan E LINE \ S 205'''..,:, 17 I. Prior to any 1,Atri diaurbance all potential JURISDICTIsiNAL r ,., outflow points between #1 and #16 will be LOT 140 identified and blocked,e,ritla silt fence,hay bales GA DNR i MiP or eaith berm.These devicvs will be maintained for the duration of house construction. FEB 0 6 20T1 2.Any shoaling accidentally occurring,ti skate FILE NO. 99-30 •. waters will be removed within 24 hours. 20 0 20 40 FITR4.1:191:1===_E: Application for IUD itufferr GRAPHIC SCALE — FRET Encroachment for Lo t 1.01,Wiant 2, . - Tybee Iskaiall,C-Ik I by rerawd IQ(2 DGell: . Site Plum - November 30,2000 ------ \ N 20'159'85qt 12(116' 'is , k\ b `Q ZE3 ' p ,,,,, \ \ lupLAND „ , 1 ,...... ‘,... t4,,, ..a 4.--1 v--„1,-1 , g ,:'Z q' ijt.ii Q h.,.; \ , d , ("\I \ L F , ° / 1 \ , A -.v.\ et, 4--. ot,:or,. _ ..--.L...,,,„. '').1 * , 114 \%, / 'I 4/ .,Pf.,4„),,b°4(,.,1-4 ,0 ''' „,„ , 1, ' 1 4.. -IL', la ‘ ,.,,...„.,,,—,.......,,,w.-...,.., ri, / . „....., ,t ‘c,„_..,. '‘ ‘,,,1/4 . r-4 f M i , r . ,.', ,, A '''''firprO,C 4 , :I, lot ,), il. , 11 i F ,1, ." i 1 . p i , 4, 'N''',,,, „,, (j ,2,41-1A i . , ii . . .....',„.„, ---""' p a 1 20 0 20 40 80 0 It Illiatiji moiiiimINNOWNINMIEM1.11111111111111111111111011 ,_ ) Sate 1112n 1 milltall.111111111111111111111011110111111111111111111111111111111111111111111ii111111111 (1 November 30,2006 li , „AkrAAA- _,c2ie.d SC-42'61,.- '' kekvv,,iKAs c-■-\-`1, ,01_0S—01 R e;i-grorced Conci—t,,,,Le .C., EA)s4:12, 0 licA d + Mi ats.? ,„ ......____ --77m sirteg- Av,2,:,,v4k.„, 3' ,A4sL r Fief/. 51'7" MS1 .. i .,, N --,-------,,-..—.................................rop,........1, ,'7 1 , _ . Ir........- ,, ( d Lxi 3f12 /4 a/744 Caoci,-e, 11 7 ;: fib 1:; ::-/ ----.-- --ies5,.. ..„.„..„.:----exs4,-.F.:„.9. --: is ApppetK 3.7' flSL PlA1 c4 AY €4041.71' 74/te ,5a04 0 as flut ,etievl kilijd ride level .14 f-46, kc, TYR' TrY - - 1 Driveway Bridge for PE. posed Goode Residence 503 7th Street Tybee Island, Geo is 6 /1' Feet Cross Section November 30,2006 ___ EOR I L. Coastal Resources Division CERTIFICATION OF COMPLIANCE FOR THE CONSTRUCTION AND MAINTENANCE OF PROJECTS PERMITTED UNDER THE COASTAL MARSHLAND PROTECTION ACT PERMITTEES: Name: Bernard N. Goode Address: 1415 Miller Avenue City or Town: Tybee Island, GA 31328 Island or Waterway: Unnamed tidal ditch County: Chatham Permit Number: CMPA # 544 Within 30 days of completion of the activity authorized by this permit, sign this certification and return it along with a copy of the post-construction survey to the Habitat Management Program of the Ecological Services Section at the address listed below. Please note that your permitted activity is subject to compliance inspections by DNR representatives before and after completion of the project. If you fail to comply with the permit terms and conditions it may be subject to suspension, modification, or revocation. Permittee Statement "I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit." Signature of Permittees: Date: Georgia Department of Natural Resources • Coastal Resources Division One Conservation Way s Brunswick,Georgia 31520 TEL: (912) 264-7218 • FAX: (912) 262-3143 • WEB: http://crd.dnr.state.ga.us INVOICE REMIT TO: CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328-2749 PHONE (912) 786-4573 BERNARD GOODE CUSTOMER#: 02-2029 1415 MILLER AVE INVOICE#: 200803270769 TYBEE ISLAND GA 31328-9684 INVOICE DATE: 3/27/2008 DUE DATE : 4/11/2008 P.O. # . CHARGE DETAIL ITEM DESCRIPTION UNITS TYPE PRICE AMOUNT ENGINEERING REVIEW 0.00 0.00 300.00 s ENGINEERING REVIEW FEES LOT 181 FIFTH AVE *****THANK YOU ***** TOTAL DUE : 300.00 Ot , fed O3 - 21- (D DAVIS ENGINEERING,INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax(912) 352-7787 davisenginc@bellsouth.net INVOICE October 17,2007 Invoice#20613701 February 10,2008 rvsd. project name Diane Otto P. Tybee Island RECEIVED P.00 B. Box x 27749 Tybee Island, GA 31328 0.2-/L-OT Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 181 56'Avenue for Bernie Goode ( 2026') By Mark Boswell, P.E. of Boswell Design Services, Inc. November 20,2006 0.50 hours COE DNR meeting with Dee Anderson at City Hall November 21, 2006 no charge email and coord.w/Dee Anderson November 26, 2007 no charge email to City Manager April 6, 2007 0.50 hours Plan review&comment letter (20613708) 0.50 hours Two on site visits October 17, 2007 0.50 hours Plan review&final comment letter (2061370C) 2.00 hours @$150/hour= $300.00 Total Due This Invoice X1220 - 5- 12°Z 02,25- 0 �Z 200'0 032-7 0-7 (c)9 • 4-0 r n n - o a P F "Jr' 3/27/2008 2:24 PM A/R Open Item Register PAGE: 1 PACKET: 00522 CUSTOMER SET: 02 ENGINEERING SEQUENCE : ALPHABETIC DUE TO/FROM ACCOUNTS SUPPRESSED GROSS/ DISC. DT/ ID DESCRIPTION CODE ITEM DATE DUE DATE TAX DISCOUNT GL POST DT 02-2029 GOODE, BERNARD 0-200803270769 ENGINEERING REVIEW ER 3/27/2008 4/11/2008 300.00 3/27/2008 DESCRIPTION AMOUNT G/L ACCOUNT ENGINEERING REVIEW 300.00 100 00-32.2990 = CUSTOMER TOTALS = 300.00 = PACKET TOTALS = 300.00 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc @bellsouth.net October 17,2007 Brannyn G.Allen Director or Planning,Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 181 7th Avenue for Bernie Goode 89 - ° i 8 By Mark Boswell, P.E. of Boswell Design Services, Inc. Dear Ms. Marshall: We have reviewed the revised plans dated 10-17-07 stamped in earlier today by the City. Our review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. While the lot drains, I have not indicated that variances have been given for intrusion into the Tybee and DNR buffers. Additionally, it appears that the east end of the proposed residence is located over COE jurisdictional wetlands. It is my understanding your department will assure that: a) The DNR line shown is the latest DNR jurisdiction. b) Approval to encroach into the DNR buffer is on file. c) Any required Tybee marsh buffer variance is on file. d) The COE letter for the delineation is on file as well as the bearings, distances, coordinates, etc... e) The COE approval to place the structure over COE jurisdictional wetlands is on file. f) The NRCS has approved the soil erosion and control plan. While it is unusual to have this many qualifications, other than"f", they are all wetland, marsh line and related buffer issues that your department routinely addresses. Our review is for the drainage plan only. It is my understanding that the permit application process began on this project prior to Tybee enacting their SEC permit process and that Tybee is not duplicating review by the NRCS for the SEC plan. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that once the above conditions are addressed to the satisfaction of the City, this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter or if further review is requested. Sincerely, Downer K. Davis, Jr., P.E. President 2061370C t.D2 .2S- De �a�.e ca 4-0 b soeI1 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc a(�bellsouth.net October 17,2007 - RECEIVED Brannyn G.Allen —O Director or Planning,Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 181 7th Avenue for Bernie Goode By Mark Boswell, P.E. of Boswell Design Services, Inc. Dear Ms. Marshall: We have reviewed the revised plans dated 10-17-07 stamped in earlier today by the City. Our review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. While the lot drains, I have not indicated that variances have been given for intrusion into the Tybee and DNR buffers. Additionally, it appears that the east end of the proposed residence is located over COE jurisdictional wetlands. It is my understanding your department will assure that: a) The DNR line shown is the latest DNR jurisdiction. b) Approval to encroach into the DNR buffer is on file. c) Any required Tybee marsh buffer variance is on file. d) The COE letter for the delineation is on file as well as the bearings,distances, coordinates, etc... e) The COE approval to place the structure over COE jurisdictional wetlands is on file. f) The NRCS has approved the soil erosion and control plan. While it is unusual to have this many qualifications, other than"f', they are all wetland, marsh line and related buffer issues that your department routinely addresses. Our review is for the drainage plan only. It is my understanding that the permit application process began on this project prior to Tybee enacting their SEC permit process and that Tybee is not duplicating review by the NRCS for the SEC plan. Within the scope of my design review,to the best of my knowledge and belief, it is my opinion that once the above conditions are addressed to the satisfaction of the City,this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter or if further review is requested. Sincer: e`er , r:.1 e . Ifavis, . ".E. President 2061370C lo-* I8•o ) •raX;cir 4-• 1305well BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 3141 0 912-897-- 6932 LAHBOSOBELLSOUTH.NET V �c sad October 16, 2007 To: Diane Otto Planning and Zoning Department Tybee Island, Georgia 31328 Re: Bernie Goode Project Lot number 181 5 th Avenue Tybee Island, Georgia Diane, Please find enclosed three copies of the revised plans for the project referenced above . Our responses to the review engineer's comments are shown below: No. Response 1. The delineation line will be supplied to Tybee by the owner. Bearings and distances table has been added. 2. N.A. 3. N.A. Sincerely, Mark Boswell DAVIS ENGINEERING,INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(a bellsouth.net April 6, 2007 Sharon Marshall Director of Economic Development 4-09.-a7 City of Tybee Island r� P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912)786-9539 RE: Lot 181 5th Avenue for Bernie Goode By Mark Boswell, P.E. of Boswell Design Services, Inc. Dear Ms. Marshall: We have reviewed the plans dated 03-21-07 and stamped in by the City on 03-22-07. Our review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. 1) The DNR jurisdiction line should have the date of delineation shown on the plan. The plan should reference the survey which shows the distances and bearings or L-1 through L-27. The note"Upland in this area has not been delineated"needs explanation as it conflicts with the indicated delineation of the marsh and wetlands. 2) The driveway improvements are normally included in the drainage plan for the lot. This is a rather unusual plan as it involves bridging(bottomless box culvert)approved by the DNR. I have no drainage concerns regarding this bridge which will have much greater capacity than any culvert that would be required. 3) It is my understanding your department is assuring that: a) Coordination between the applicant and Public Works on any permit required to install the culvert in the 7th Street R.O.W. b) DNR approval for the culvert installation and driveway is on file. c) DNR buffer approval is on file. d) Any required Tybee marsh buffer variance is on file. e) NRCS approval of the soil erosion and control plan is on file. Our review is for the drainage plan only. It is my understanding that the permit application process began on this project prior to Tybee enacting their SEC permit process and that Tybee is not requiring a SEC plan on this project. Within the scope of my design review,to the best of my knowledge and belief, it is my opinion that once Comment 1 is adequately addressed and Tybee requires no further action regarding the other comments,this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, ,,-;4)6—///eZ4/ Downer K. Davis, Jr:, P.E. President 2061370B cc: 4{_0/- 0--] 0- 09-01 1D -fl-a-) flayed. 4-0 Bvs .Coxed -SoSwet( BosweIt f 14t � sz `� f IV c0 3.22 '7 14:11 '4 l h 7'e o 1 at APPLICATION FOR p. 'P O r1F Applicant 13E0.NILE. 6o01M Phone Number -78b- eta to 4 Applicant's Address 14 t S r V\ LL 44 IL Property Owner ok,o. Phone-Number o(. . Property Owner's Address Cit,v . Plan Prepared By I?a Su-)V. - bp'_51[A Il5 Project Location Lo T I81 5 44 r`l t'.. AN 4- t 5- SS--01 S Square Footage of Area 0. 3c 4 C. I hereby certify that I fully understand the provisions of the City of Tybee Island Erosion and Sediment control Ordinance and Program,and accept the responsibility for carrying out the erosion and Sediment Control Plan for the above referenced project as approved by the City of ,Tybee Island.I further grant the right of entry onto this property,as described above,to the designated personnel of the City of Tybee Island for the purpose of inspecting and monitoring for compliance with the aforesaid Ordinance. d 3- 2)-0� Applicant's Signature Date * * * * * * * * * * * * * * * * * Project File Number Date of Application 0 3 -22 -0 -1 Permit Effective Date APPROVED Permit Expiration Date Zoning Administrator Date Building and Zoning Department • P.O.Box 2749 -403 Butler Avenue Tybee Island,Georgia 31328-2749 (866)786-4573 -FAX(866)786-9539 • www.cityoftybee.org ) i x'9t'i,teat:7cz�s�. SirE DEVELOPMENT PLAN APPLICATION Applicant L3£12.4.51K.. Ctee d X Phone Number 1 $le- g1Q lQ 4- Applicant's Address i 41 S Mt u_4,12... ‘cf Property Owner o o. Phone Number 0(2, Property Owner's Address Cit° - Project Address/Location 1,o Z l a 1 S 'u I . PIN 4 - boos-- S- o s Zoning District Provide a brief description of the proposed land development activity and use of land thereafter on property: Rg�i0 -CL4t- List the company name,business type,address,license number,contact person and phone number of all participating contractors(include surveyor,engineer,architect,installer,developer, etc.) 1. Company br'S-w p. Off.(4 N Business Type EN c01-3(XX- Address (p j 1.1tetralat, ea., License Number 2$ 3 Z—. Contact Person M k- ra-b- 4.4-V Phone Number Z- WY3Z- Building and Zoning Department • P.O.Box 2749 •403 Butler Avenue Tybee Island,Georgia 31328-2749 (866)786-4573 •FAX(866)786-9539 • www.cityoftybee.org 1 2. Company Business Type Address License Number Contact Person Phone Number 3. Company Business Type Address License Number Contact Person Phone Number 4. Company Business Type Address License Number Contact Person Phone Number 5. Company Business Type Address License Number Contact Person Phone Number 6. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed I attest that all the information provided is true to fact. /04 1 (, 84 ) 3- Z.) cam? Applicant's Signature Date * * * * * * * * * * * * * * * * * Project File Number Al TESTED Zoning Administrator Date 2 1a SITE DEVELOPMENT PLAN CHECKLIST The site development plan shall include,but not be limited to,the following The location,size and other pertinent data of all land uses on the site including types, location and height of buildings,parking,open areas and landscaping. Dimension setback lines from property lines and street right-of way lines. — Adjacent thoroughfares and all curb cuts within 500 feet,including Proposed new cut(s)onto public rights-of-way with turning radii and width;and Dimensions of all rights-of-way. Drainage plan to conform to City Engineer's specifications. Location of all utilities. Tabulated data including at least Gross density of dwelling units. Parking ration per dwelling unit Percent and amount of land coverage. Percent and amount of floor area by use and by type. Topographical showing existing and contours at one-foot intervals and �P�P� map g g proposed natural features. THE PLANNING COMIVIISSION MAY REQUIRE ELEVATIONS OR OTHER ENGINEERING OR ARCHITECTURAL DRAWINGS COVERING THE PROPOSED DEVELOPMENT. Building and Zoning Department • P.O.Box 2749 -403 Butler Avenue Tybee Island,Georgia 31328-2749 (866)786-4573 -FAX(866)786-9539 • www cityoftybee.org -$u4 Ca D(o yr 0 j ) _of ...,..„.,....... ..,_„... in. ,*in t _ -_ . ... il ,..,L---.. _._ _ . 1 4 Page 1 of 5 Dianne Otto From: Bernie Goode [berniegoode @bellsouth.net] Sent: Wednesday, March 28, 2007 1:56 PM To: Chuck Bargeron; Sharon Marshall; Dianne Otto Subject: Re: 503 7th St. Thanks Dianne for arranging for Beverly and me to meet today with Sharon Marshall and Chuck Bargeron. We agreed as follows: 1. I will need to obtain a city permit for the bridge. 2. The project is exempt from the need to obtain any land disturbing permits under the 2005 Erosion and Sedimentation Control Ordinance. 3. A drainage plan is required for the house and driveway but not for the bridge. This plan was submitted to the city by Mark Boswell on March 22 and has been forwarded to Downer Davis for review. Please let me know if anyone disagrees with any of the above. I will bring the application for the bridge permit and the documents we discussed to City Hall in the morning. Bernie Original Message From: Dianne Otto To: Sharon Marshall ; Chuck Bargeron ; berniegoode@bellsouth.net Sent: Wednesday, March 28, 2007 9:23 AM Subject: RE: 503 7th St. Chuck&Sharon &Mr. Goode: What time is good for all of you to meet? Dianne K. Otto Administrative Assistant Building & Zoning dotto @cityoftybee. orq Phone : ( 912) 786-4573 ext . 114 Fax: (912) 786-9539 Original Message From: Sharon Marshall Sent: Wednesday, March 28, 2007 9:19 AM To: Dianne Otto Cc: Chuck Bargeron Subject: RE: 503 7th St. Dianne: If Chuck has notified Mr, Goode before of the need to have a permit for the bridge and other drawings, 03/28/2007 Page 2 of 5 then if it is what Mr. Goode is requesting, please set up a meeting between Mr. Goode, Chuck, and myself. Thanks, Sharon Marshall Original Message From: Chuck Bargeron Sent: Wednesday, March 28, 2007 8:09 AM To: Sharon Marshall Cc: Dianne Otto Subject: RE: 503 7th St. Yes we discussed this with Mr. Goode. He needs to get a permit for the bridge.And we spoke about a drawing also. Chuck Original Message From: Sharon Marshall Sent: Wednesday, March 28, 2007 6:51 AM To: Chuck Bargeron Subject: FW: 503 7th St. Have you discussed with Mr. Goode before if he needs a bridge permit? It seems to me he would still need a land disturbing permit for the bridge and a drainage plan. Sharon Marshall Original Message From: Bernie Goode [mailto:berniegoode©bellsouth.net] Sent: Tuesday, March 27, 2007 9:10 PM To: Dianne Otto Cc: Chuck Bargeron; Sharon Marshall Subject: Re: 503 7th St. Dianne -- Through many meetings and communications, I thought it was resolved that the only remaining approvals I needed from Tybee were for a "basic" drainage plan and a building permit for the proposed house - separate approvals on separate tracks as you explained when we last met. Tybee granted its approval of the driveway crossing of the city's ditch with a 4-2 vote at the council meeting of November 9, 2006. That vote was contingent upon me changing my crossing plans from a box culvert to a bridge if DNR determined that a bridge would be less intrusive on the marsh grass in the ditch. I did make that change and provided revised plans to the Corps of Engineers and the City of Tybee last year. When Mark Boswell and I came in last month and spoke with you and Chuck about remaining permits, there was no mention made of the need for a bridge building permit. Nor was any mention made at the council meetings nor at the numerous office and site meetings. You did mention a permit at an earlier visit, but after I explained the background and the fact that City Counsel had already 03/28/2007 Page 3 of 5 approved the crossing, I though that issue had been laid to rest. If you continue to believe a city building permit is needed for the bridge, I request a meeting with the appropriate city officials. Land disturbing permits under Tybee's 2005 Erosion and Sedimentation Control Ordinance were deemed by the city to not be required for this project since the right to develop under the Erosion and Sedimentation Control Act had already been granted by the Director of the Environmental Protection Division of DNR in 2002 and confirmed in 2003 and 2006. I understand this determination was made by Bubba Hughes. Chuck determined that a drainage plan under the pre-ordinance procedures was required as a prerequisite to the City's granting a building permit for the house. I will try to reach you tomorrow to further discuss the bridge permit issue. Thanks for sending the fee schedule. Bernie Goode Original Message From: Dianne Otto To: berniegoode @bellsouth.net Cc: Sharon Marshall ; Chuck Bargeron Sent: Tuesday, March 27, 2007 3:26 PM Subject: RE: 503 7th St. Mr. Goode: Attached is the fee schedule for permits. Please call myself or Chuck Bargeron (extension 104) if you have any questions about which fees will be applied to your projects. Note that the construction of the bridge will require a City of Tybee building permit. Two sets of plans, a copy of a survey, and a copy of the letter of approval from the DNR will need to be submitted to this office along with a building permit application. The construction of the house will require a separate building permit from the bridge building permit. A"new construction" building permit application, two sets of plans, a copy of a survey, a copy of the letter of approval from the DNR, and a $250 deposit check are required when applying for the building permit for the house. If the project is abandoned the $250 deposit check will not be refunded. I have been told that a land disturbing permit is not required for the construction of the house. I do not know if that applies to the bridge construction. I also do not know if a drainage plan is required for either or both projects. Please contact Sharon Marshall (extension 107) for answers to those questions. [Sharon,please let me know too.] If a land disturbing permit and/or drainage plan(s) is required, no building permit(s) will be issued until the City's engineer has approved the plan(s). Thank you, Dianne K. Otto 03/28/2007 Page 4 of 5 Administrative Assistant Building & Zoning dotto @cityoftybee. org Phone: (912) 786-4573 ext . 114 Fax: (912) 786-9539 Original Message From: Sharon Marshall Sent: Tuesday, March 27, 2007 2:52 PM To: Dianne Otto Subject: FIN: 503 7th St. Dianne, Could you tell Mr. Goode the formula to determine the cost of a building permit? Please see second paragraph below. Sharon Marshall Original Message From: Bernie Goode [mailto:berniegoode @bellsouth.net] Sent: Tuesday, March 27, 2007 4:35 PM To: Sharon Marshall Subject: 503 7th St. Hi Sharon -- I guess the City has received its copy of the bridge permit which was issued to me by DNR on March 12, 2007 and forwarded by letter dated March 20, 2007. It was a surprise to me to learn that all DNR permits have a 30-day delay period before work can start. Thus we can not begin construction of the bridge until sometime after April 12. Due to scheduling problems with my builders, construction will likely not begin before late April. Could you advise me the formula used by the City and County to determine the cost of the building permit? I don't yet know the estimated cost of the house but want to be ready to get my financing in order when I do. Thanks, Bernie Goode ***************************************************************� This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e- mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient 03/28/2007 Page 5 of 5 should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 **************************x*********= **************************> 03/28/2007 Time Line - 503 7th Street -- for Tybee Meeting 2/24 February 23, 2010 by Bernie Goode 7/16/90 I inherit Lot 182 from Aunt 6/18/00 I purchase Lot 181 from private owners in Atlanta 8/21/02 EPD Dir Reheis tells me no buffer variance needed 4/10/03 EPD Asst Dir Word tells me house const may proceed; driveway approvable 8/31/04 I purchased Lot 180 from Joan Martin of Savannah 1/19/05 I combine Lots 180, 181, and 182 into a single property parcel 3/9/06 Tybee Council denies buffer variance 5/2 Bubba Hughes sends Mayor Buelterman legal opinion re grandfathering 7/28/06 EPD Dir Couch tells me buffer variance still not needed for rev plan and driveway 8/30/06 Dee Anderson sends me email saying Tybee has accepted EPD's decision on hse 9/1/06 Corps of Engineers verifies use of nationwide permit for project features 11/9/06 Tybee Council approves driveway crossing. Hughes says house grandfathered 1/31/07 DNR CRD issues permit for temporary const equipment crossing of ditch 2/6/07 Tybee issues 3 site prep permits for clearing, grading& silt fence 3/1/07 Site clearing and grading completed 3/2/07 DNR CRD issues permit for driveway bridge to cross ditch 4/16/07 Tybee issues bridge permit 6/4/07 Construction of concrete arch bridge completed 11/09/2006 13:01 4046756245 GAEPD NPSP PAGE 02 ,,20,4,01;1.t.,,,, - Gea�la Departmeixr<af Natural Resources AIM COASTAL DISTRICT OFFICE C Vi,k One Conservation Way,, Brunswick, Georgia 31520-8687 "'`' t U :•J L,onice Barrett,Commissioner Environmental Protection Division COASTAL DISTRICT Harold F.Reheis,Director 91 2,264-7284 May 20,2002 Mr. Bernard Goode 1415 Miller Avenue _ r p Tybee Island,Georgia 31328 a i NOV 0 0 2UU5 'j RE: Alternative Construction Technique Proposal =; Goode Residence on bee Island/Fifth Avenue ``t.'��`'-{ � �i9 y td :Its3 !6��..d 't.N Li V Chatham County Dear Mr. Goode: The Environmental Protection Division has reviewed and approved your proposal to utilize alternative construction techniques to ensure minor land disturbance for the construction of your home in the buffer adjoining Fifth Avenue on Tybee Island. The alternative construction procedures approved for construction in the buffer includes the following: 1) .Construction.ofyour house on pilings. 2) The jetting of the Pilings. 3) The removal of the earth mounds in the buffer to establish a pervious parking pad. 4) The establishment of silt fencing and other erosion control measures as necessary to prevent soil erosion into the marsh. 5) The construction of a pervious parking pad in the buffer. 6) The routing of stormwater off the roofline into an area other than the marsh. 7) The minimization of any land disturbance in the buffer area. It is our understanding that you will have access to the property along Fifth Avenue via a bridge crossing over the ditch. Should this access situation change where you need entry through Lot 180 and through the mounds in the buffer adjoining the City's drainage ditch,a variance for access will be needed. Please provide the Division with construction dates so this project can be monitored. To avoid any confusion and/or compliance issues,the Division is requesting a pre-construction meeting with you and the contractors. Please remember that any deviation from the proposal could result in the issuance of a stop work order. If you have any questions,please call Bruce Foisy or me at(912)264-7284. Sincerely, Peter R.Maye,P.L. Operations Manager Bf/PM CC: Terry Green,E&S Program NOV-09-2006 13:15 4046756245 97% P.02 __ ./ _— ___ 1 ___________ , ! \ FIFTH AVENUE 60 R/W : 1 \-, I)ITC H------, -\ 0---- A \ (UNOPENED) ..00-" - :\i\\ \ N 20°59'35"E 120.16' / \ .,.7 i , N. - 1 \I I 1 / /\ \ \ , „ E., !,. f,,:ei /, \ t!RAND ' \ , \ ,...A 1 : --, „ ;;;;: -.,;. ..,j 7AIE al / / I ...„ A _ \ ='(/ ,,--.■ i . i:14 i — \ ) . .., • ,, ,, i \ . C4 i • 1, . E-4 , I.'1•.1 , \ \ 1,4 Cif) 1 ' LOT I 8,2 .?; LOT 1 61 \\ 1 ;':::,: ,,7',,:. ' ' ','+-,„,i \I' LOT 180 -A c. Y p / I cr) / 1 . (13 Prl 1, 1 o ir 0/ i ,N <1 i 1 lc-- ",...,'N. 1 ;0 NOTE: UPLAND IN THIS UPLAND - AREA HAS NOT BEEN : (7.) ,,, DELINEATED. '.-, --1 ./ ,,,.7---.. 4,/ . -...,„ ._(,::, ,....,,,,.s„. i ' / „..": Proposed Goode Residence, / , 503 7th Street , Tybee Island, Georgia .:, — — 4...own.apre.r..arrwantonnas m mw. ■41.2.4.1...V.75010K601 Mar/a1.0 M. ..........,,,,a.M.. ■ 0 S 21°01'16"W 120,08' „); ‘..1 cti; LOT 150 LOT 151 Site Nan x I 20 0 20 40 60 i V)--;,:' ('' 1; ------------- 7 1 January 16, 2006 .1 GRAPHIC SCALE — FEET 18" PLASTIC PIPE--/ FIFTH AVENUE 60' R/W (UNOPENED)___ , _ __ _ _ JURISDICTIONAL LINE N 20°59'35"E,_ _120;14'EXISTING TIDAL, DITCH #15 a •3g WETLAND 4G%° DRIVE AND PARKING--�� D 3' 34"E -- 4.. UPLAND Zt 08° 7w Z8l 244 . ° °' y` #14 _ UPLAND Pa �` — _ _ — _ :_— _ �° � $`' ,g J 1 iskis:73 D ECKIPORCH m r izo ti o #10 T. ._ _ _ 4S Va 0) 1#9 �� soo6z �� #13 �° \ r ��- 1 `�' UPLAND 4, I \_ En 1.41' .C) s mow° $� ` /r { 01 5 15° 45"Y( to t s rs''°2 °OHO { ai °'� °'°j A jr. -'?1-- 14.13' 'V iv) ( i O Z ' #12 S 19°19'05"14 #11 d. I { <i Ci3 b LOT 182 "'� m ' LOT 181 I' 183 CO 0� UPLAND m t W 0 N m o k f LOT 180 m-, . N 4e. PROI�'OSED , to W z WETLAND s'G ll_oa.e9'� z 1 SINGLE 1 . ►n x ti-, * '� 6 #7 FAMILY I Co CA 9. Nom° RESIDENCE 1 co F-• IT W :4.= #� 4--.9.•glj { .... 4 °`, s J I / 1 I mti o G o 6Sr. y LAND #8 I ,/ '� I o — — 3°37'28.w • �' h� ° 3sa I UPLAND { ss7' y 1 l�o� 'see, _ _ ,1 Jr .* 'S w r 2 P WETLAND �� s 27°3141"3v '4t s o_ 13.75' S a r" UPLAND o WETLAND s?s4„yr #1 'ra.3 rs ° y ro g.fl8� --_ 67 ..111.71' 6” 671' COE & DNR Erosion&Sedimentation Control Plan JURISDICTIONAL LINE S 20°59' .2"W I. Prior to any land disturbance all potential outflow points between #I and #16 will be LOT 149 identified and blocked with silt fence,hay bales or earth berm.These devices will be maintained for the duration of house construction. 2.Any shoaling accidentally occurring in state FILE NO. 99-3C waters will be removed within 24 hours. 20 0 20 40 I I I I I I I Application for EPD Buffer GRAPHIC SCALE — FEET Encroachment for Lot 181,Ward 2, Tybee Island, GA by Bernard N. Goode Site Plan November 30,2000 Jonathan Lynn From: Alice Vick [Alice.Vick©dnr.state.ga.us] Sent: Tuesday, February 16, 2010 4:20 PM To: Jonathan Lynn Cc: dkdbus @gmail.com Subject: Goode Project Attachments: Minor Land Disturbing Activities September 2009.doc Mr. Lynn, I have reviewed the project paper work for the purposed single family home at 503 Seventh Street, Tybee Island, Ga. The plans approved in 2006 are markedly different from the current set. Any deviation from the original project and building techniques will require a new review process and buffer variance. Mr. Goode's new plan will need to be in compliance with the NPDES permit of 2008 and the Minor Land Disturbance guidance issued in September 2009. Regards, Alice Vick Program Manager GA Environmental Protection Division Coastal District-Brunswick 400 Commerce Center Drive Brunswick, Georgia 31523-8251 Office: (912) 264-7284 Fax: (912) 262-3160 alice vick(ldnr.state.ga.us 1 07/11/2006 14:58 4046756245 GAEPD NPSP PAGE 03 Ud/22J1UU4 01:21 FAX to 004/005 Geor 2 Martin Lieher ittctp Jr..Drive,✓ uftb 1482°East 1`owe,Mint%Qaorr 110 3 Lanlaa C.Braurtd Commissioner Harold A.Pallc+la,diroalnr Environmental Probation Division (40$)86 4713 April 101 2003 /4"1,5e--5 es Mr. Bernard N. Goode 04, 6-75 " 1 75 (- 1415 Miller Avenue Tybee island, Georgia 31328 Re: Marsh Suffers Lot 181-Tybee island Dear Bernie: This is to summarize our conversation during the visit to your lot on March 27, 2003. 1 appreciate your meeting with Susan Shipman and ma to discuss your concerns and questions. We had two main areas of discussion: (1) the use of Lot 181 for your house and possible use of adjacent lots for a driveway, and (2) the twenty- five foot buffer in the Erosion and Sedimentation Control Act as it pertains to the coastal marsh. ' 1. EPD has previously informed you that construction of your house may proceed. This Is based on our staff understanding at the time that your house construction Is a minor land disturbance and not subject to the Erosion and Sedimentation Control Act. This may or may not have been a correct understanding of your house construction, but we are committed to adhering to our decision to allow your house aonatruction to procood. EPD will approve the construction of a driveway to your house, provided it Is not located in el arsh ar •rovided t I: .1 11 ite► o I I • mars .encroachm.ants if a• •roved • e '• al Marshiands Protection om it eo. a ng • mars din..•s for private roa ways s cons dared Racsalvsd Jun-2Z-04 OT:1Bam From- To-RR/Coo ta I Rauourcu Plum D04 JUL-11-2006 16:06 4046756245 97% P.03 07/11/2006 14:58 4646756245 GAEPD NPSP PAGE 04 un,cc/6u4 ut:zn rnx f¢Joo5Ioo v Mr. Bernard N. Goode April 10, 2003 Page 2 contrary to the public interest, the Committee and the Corps of Engineers have permitted open box culverts across tidal ditches for access to property. After you have a final Ioaetion and design of your driveway, please contact us. At that time we will determine if It Is a minor land disturbance (a pervious surface such as grass, pine straw, gravel or porous concrete) or if it needs a formal buffer variance. The DNR rules explicitly provide for buffer variances for access to property and we have issued buffer variances for property access in the past. 2. You do not agree with DNR's implementation of the 25 foot buffer requirement as It pertains to marshlands_ We start the buffer measurement at the edge of the marsh instead of at the edge of the open water within tho marsh. You do not agree that vegetation at the edge of the marsh Is "wrested". You have requested an administrative hearing on this issue. A hearing is not appropriate since EPl] has no action against you to which you are aggrieved. However, I believe you will have an opportunity to be heard on this Issue. HR 271 (attached) establishes a House committee to study marsh buffers this year and to Identify legislation to address this. Even If this resolution doss not pass the House, members of the House Natural Resources Committee may study this Issue in 2003. I hope this study would Include en opportunity for citizen Input and a visit to the coast to observe the marsh. l realize that our visit and this letter answer only your specific questions about your house end driveway but not your overall concern about the marsh buffer. That second Issue Is very Important to DNR also (although our opinion differs from yours) and DNR will work towards establishing clarity on this. Sir •:rBly. •avid o Assistant Director DMW:lm C: Susan Shli man Received Jun-72-04 0T:18u Fran- To-WIR1GoUtal Rnovrca Pan DO JUL-11-2006 16:87 4046756245 96% P_04 07/11/2006 14:58 4046756245 GAEPD NPSP PAGE 02 utircc '. UU4 u f:'L1 iA?c Id 003/00� r Mask : . et • .•_Tower. •ante,Georgia -0334 teems C Beset.Cal mly:lan.r • Harold F.Raab.Merits!' cr Ds l We' AlealrnICYlteomr Enulrom ssubll Protection Dwain 404/8564/13 August 21,2002 CERTIEIEp JAAl4 Mr.Bernard Goods 901 Jones Avenue lybee island, Georgia 31328 RE: Request for Variance under Provisions of O.C.G.A. 12-7-e(ia) Good.Residence , . . Tybee island Doer Mr.Goode; Misr further review of year application and consultation whit the ounce of Use Stale Attorney General and the Georgie Coastal RasoUrtee Division, the daterrnlnstton has been made that prcjects such as yours do not require a stream buflar Variance pursuant to Georgia's ErosIon and Sedimentation Act of 1076,as amended, The Georgic! Environmental Protection Division (EPD) would Ilke to express Its appreciation to you for your cooperation In working with us to minimize the disturbance In upland emir associated With coastal m erehlande In the conduct of your project. We appreciate your patience In resolution of this matter and would like to again thank you for your continued concern and Interest In the menapement and protection of Georgia's natural resources. If you have any questions c onoernInp this latter, please contact Mr. Pate Maya, Operations Manager, Coastal District SPD,at(11112)204-7284. r► Heroic' F.Raheis Director HER:pc ca Honorable Waiter Patter Torn Joyner Kristin Smith` Susan Shipman Pete Mye Peggy members ' oils° BV-026-01-01 Recrlvud Jun-22-D4 07:11as IF roe- TD-DNR/C®ntal R®rourcu P . 009 JUL-11-2006 16:06 4046756245 96% P.02 11/09/2006 13:01 4046756245 GAEPD NPSP PAGE 03 Isaac Byrd,Attorney General's Office NDU-09-2006 13:15 4046756245 97% P.03 11/09/2006 13:01 4046756245 GAEPD NPSP PAGE 04 FIFTH AVENUE 60' R/W (UNOPENED) GOE & DNR - 12i?.14'.F EXISTING TIDAL�UITCH4 \JURID1C1TONAL LINE N 20°59'95"E._--_ _ r - _ ! #i5 ° WETLAND / DRIVE AND PART ING. OW- 11 : [,ten +X 1,1 pir34 Q i', UPLAND ��.g 814 — -- --- ..,_ .-,._ ._.. .—. .�.._..�. . ti's ,41 , l EEGKIPORCH r iw! tar '! - lxv UPLAND .4 1 "` / l co a wa¢96'� e" ,,.aa. '1'2.4+4- .dc" `" tai 11 � '" rte " 24.13' a`. i ' C7 Z #12 s ttriave"r #�i I I ,� LET 182 �" ` s l LDT 81 P LOT yea 1—A ..� ham„ L 1 .PROO'OSED 3 to ,,. 67 1 FAMILY l ca r r art RESIDENCE 1 ' tO ,... V' i. 1 E ,lad 1 f ‘` I a 9.8T' ^ e3 , sr,. # �7_UP '..51 9 emit. WETLAND - . 13.75.2"M a 40 tr, •fm UPLAND R[1 LAND 2'? "r t?1 co>; & DNR Erosion&Sedimentation Control Plat JURISDICTIONAL LINE S 20°59''f'"W I. Prior to my land disturbance all potential outflow points between #1 and i#j6 will be tor i40 identified and blacked with silt fences,hay bales or earth benu.These devices will be maintained For the duration of house construction_ 2.Any shoaling accidentally occurring in state' 1 1LE NO. 99—3 C waters will be removed within 24 hours. 20 0 - . 20 40 EIIIIEEBRI Application for FPO Butler GRAPHIC SCALE — FEET Ene roaebumeut for Lot 181,Ward 2, - Tybee Island,GA by Bernard.N.Goode Site Plan - November 30,2000 NOV-09-2006 13:15 4046756245 97% P.04 1 co • FIFTH AVENUE 60' 'I-VW m} ITCH w (UNOPENED) N 20°59'36"E 120,16' „x 1 +UPLAND \ ii C e4"a P e i , . is- / , ''''''0 kJ. ''' Iv,, "-A, ? ii. . cr) pc),,.., r— ,.. ....,, , 7 ,._ _ , .4 CDC) a_ \// %.,,, '".... V"--., _ _., o_ • \ '(0.—DNR & COE JD LINE.6-•••41", *".j \--. . • 0._ --AI c.T.4 . Lii 0 - \ • HO US E. w �1 Cn . LOT 182 LOT 181 o� r P ti LOT 180 • 1 A iv o tn I Lo / * . CO ;,a NOTE: UPLAND IN i o In •zt . ZL ' / '+ AREA IRAs NOT SUN s , o . LID ti I BLAND - 1 DELINEATED. ' Z. . 1:. cD Proposed Goode Residence r.... ii,,,1 . ri Street =MM. IMOMMINt .. ._.: ._ .,_ 'Ibee Island, Georgia 0, m S 21;°01'18"4C 1X.08' ` m GD CD LOT 150 LOT 151 `~• 1 cv N 20 0 200 60 Site Plat CD i I ! �l � E E Rev►sed Mov az, znob o GRAPHIC SCALE — FEET 15" PLASTIC PIPE January 16, 2006 z $4 Builaina Projects Selection • Name j Information -Name -Address -Advanced C` Individual C Entity C' Both Street No# [503 Project Number Last Name Street SEV%ITH First Name I Unit Contractor -Se! c ion Code p ;taw: 1<Any> J Project Type j<Any> • Prr'-. # T,. Pr..- tBescrl.'. E •.Date S e.: 'a- Urr its; 070045 R TREE REMOVAL 2/0612008 Corn'late 503 SEVENTH ST TREE 070046 R GRADING 2/07/2008 Open 503 SEVENTH ST CONST 070169 R BRIDGE OVER DITCH 4/16/2008 Open 503 SEVENTH ST CONST — Display r Name 6' Project Description I Ok I Cancel cio.se From: <davisenginc @bellsouth.net>Add to Address Book Date: 2006/11/26 Sun PM 11:15:04 EST To: "Diane Schleicher"<dschleicher @cityoftybee.org> Subject: Re: RE:503 7th Street Crossing Diane, I am not sure of what emails you area aware of on this or other projects. It is my understanding that until a new director is on duty,you will be assuming the supervision of that deprtment. It is also my understanding that until Dee is replaced, I will communicate through Chuck to you. Please advise if your preference is otherwise. Below I have pasted my email file of this project. To summarize the results of a meeting Dee and I had with M. Padgett of the COE and Ann Thrand of the DNR: 1)Mark expressed an opinion the COE will not object to piping or bridging of the ditch along 7th St.for the purpose of a residential driveway. 2)The DNR use to allow box culverts to be used in situations similar to this. Ann Thrand advised that as in recent projects(one on Wilmington Island) bridging would be requjired. However,the DNR recognizes that bridging does not necessarily mean a bridge on piling or clear spanning.They now require "open bottomed"culverts to avoid an impermeable barrier interupting the normal dith bottom. With this in mind it appears that regardless of any actions, deisions or preferences of either the City or the Lot Developer, bridging will be required and piping is not an option.As such, Dee and I thought that, in light of this new information, any exercise to evaluate feasibilty of the bridge would be a wasted effort. Bernie Goode called me on Wednesday afternoon to inquire of any progress on y part. I advised him of the above. Bernie was rather frustrated by this as he advised that John Wynn(Ann's coworker)of the DNR,who has been Bernie's contact to date had not mentioned this to him yet. I am not sure if Bernie has formally submitted a permit to the DNR yet. Please feel free to call me on Monday to discuss this. Diane,for your convenience, in addition to my email, below is my contact information. I am usually on the phone with contractors and others by 6:30 am. and I am accustormed to receiving calls in the evening. Please feel free to call me outside of normal working hours. Davis Engineering, Inc. 636-C Stephenson Avenue Savannah, GA 31405-5983 Office#: (912)355-7262 Office Fax: (912)352-7787 Downer Davis home 786-6302 Email: davisenginc(c�bellsouth.net Downer Davis cell(912)695-7262 David Sukkestad cell(912)856-7262 XXXXXXX XXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXX XXX From:<davisenginc(abellsouth.net>Add to Address Book Date:2006/11/21 Tue AM 07:28:13 EST To: "Dee Anderson"<DAnderson&..cityoftvbee.orq> Subject: Re:FW:503 7th Street Crossing As you are aware, at our meeting yesterday with Ann Thran or the EPD and Mark Padgett of the USA COE, it was determined the EPD will require a bridge or "bridge-like"open bottomed culvert for the 7th Street ditch crossing to the Goode's lot. I anticipate the open bottomed culvert will be used due to simplicity, expedience and overall cost. Based on my experience, it is my belief the opened bottomed bridge like box culvert should not pose a financial hardship on the development of this lot. Based on my previous conversations with Bemie Goode, it is my understanding he was pursuing consent to use a box culvert. It is my understanding, in consideration of the above, my services will be limited to review. Please confirm or advise otherwise. Downer > From: "Dee Anderson"<DAnderson(a cityoftvbee.orq> > Date:2006/11/13 Mon PM 12:23:39 EST >To:<davisenginc(a)bellsouth.net> >CC: "Diane Schleicher"<dschleicher a(�citvoftybee.orq> >Subject: FW:503 7th Street Crossing > Downer can you give me an estimate of the cost for you to do a >feasibility study as to whether a bridge will work for Bernie Goode's >project? >Donald Anderson >City of Tybee Island >912-786-4573 ext. 107 > Original Message > From: Diane Schleicher >Sent: Monday, November 13,2006 12:11 PM >To: Dee Anderson >Cc: Bubba Hughes >Subject: FW:503 7th Street Crossing > Dee, > Please contact the engineer,ASAP, and get an estimate for his services >for this letter of opinion regarding the bridge versus culvert. I will > present this cost to Bernie for his advance agreement to compensate the >City for the cost. Hopefully,we can expedite this issue,so whatever >the outcome, Bernie will have direction. > Diane Schleicher > Original Message > From:Bernie Goode [mailto:berniegoode(a)bellsouth.nefl >Sent: Monday, November 13,2006 9:41 AM >To: Diane Schleicher >Cc: Buelterman; Dee Anderson >Subject:503 7th Street Crossing >Good morning Diane. Beverly and I enjoyed getting to know you and John >a little better yesterday.We welcome you both to Tybee. >As I mentioned to you last Friday I am writing to ask that you have the >city engineer provide an opinion on the feasibility of a bridge crossing >of the city's drainage ditch at 503 7th Street.As you will recall I >answered Mallory's question on this at last week's council meeting by >saying I tried to design a bridge but there was insufficient vertical >and horizontal room to install a bridge without unduly restricting flow > in the ditch. I included this information in my variance application as >well. But he pressed for a bridge preference anyway and, best I could >tell, motioned to let DNR decide. My concern is that DNR may not take >the engineering feasibility into its evaluation if I simply present that >question to them with my application. Of course I could point out to >them my views on the problems with construction,functioning. and > maintenance of a bridge,to include risk of flotation, but I dare say >that the views of the city's engineer would carry more weight than those >of the applicant. > I regret not mentioning at the public hearing last week that I already >had the approval of the Corps of Engineers for the culvert crossing,and >they do have expertise with the engineering feasibility issue(I spent >34 years with the Corps, much of that time designing drainage structures > myself). I did include in my application to the Corps last August:"A > bridge was considered but found impracticable to be able to tie into the >grade of the 7th Street pavement.To avoid a steep hump in the >driveway,the support members for the bridge would obstruct the flow in >this 2-foot deep ditch."Perhaps I could have persuaded Mallory on the >feasibility question had I mentioned the Corps permit, but that's all >water over the bridge now! > I gave Downer Davis a heads up on my plan to write you when I saw him >yesterday and told him that,should this request be granted, I would > mark the crossing site or meet him there to show him the location. >Because we have worked so closely with Dee and Jason on this matter over >the past year, I have taken the liberty of sending them copies of this >message. > My goal is to submit a city letter regarding the engineering feasibility >to DNR with my application so that it can be factored in with their >evaluation of the culvert vs. bridge issue. Needless to say,since I am >putting my application to DNR on hold pending this, I would appreciate >anything you could do to speed it along. I am willing to compensate the >city for reasonable costs associated with obtaining the engineering >opinion. >Thanks, > Bernie Goode > 786-8664 >This email and any files transmitted with it are confidential and intended solely for >the use of the individual or entity to whom they are addressed. If you are not the > named addressee you should not disseminate,distribute or copy this e-mail. Please >notify the sender immediately by e-mail if you have received this e-mail by mistake >and delete this e-mail from your system. Please note that any views or opinions > presented in this email are solely those of the author and do not necessarily represent >those of The City of Tybee Island.The recipient should check this email and any >attachments for the presence of viruses.The City of Tybee Island accepts no liability >for any damage caused by any virus transmitted by this email. > City of Tybee Island P.O.Box 2749 Tybee Island, GA 31328 XXXX XXXXXXXX XXX)00(XXXXXXX)OCXX )0X > From: "Diane Schleicher"<dschleicher(a�cityoftybee.orq> > Date:2006/11/26 Sun PM 06:09:05 EST >To:"Bernie Goode"<berniegoode(a�bellsouth.net> > CC: <davisenginc a(�bellsouth.net> >Subject: RE: 503 7th Street Crossing > Mr. Goode, > Mr. Downer and Dee Anderson have been having conversations regarding >your property. I have asked Mr. Downer to move on this for you regarding >a letter with an analysis and the estimated cost for such an analysis. I >apologize for my slowness on this project. My father passed away > unexpectedly last Saturday(11/18/06)after some minor surgery, and I am >just now getting back to the office. I am sure that Mr. Downer who is >very prompt will let me know on Monday if he can be of assistance. > Diane Schleicher > Original Message > From: Bernie Goode [mailto:berniegoode©bellsouth.netl >Sent:Tuesday, November 21,2006 10:04 AM >To: Diane Schleicher >Cc: Dee Anderson >Subject:503 7th Street Crossing > Hi Diane. You will recall I wrote you November 13 and spoke to you > briefly last Thursday concerning getting Downer Davis to provide an >opinion on the feasibility of bridging the City's ditch to get to my >proposed house at 503 7th Street. You and Dee advised that you were >waiting on an estimate from Downer on the cost of doing this. Unless >something is imminent, I think I need to withdraw my request so that I >can get on with my application to DNR.There are some time bombs >ticking, not the least of which is my turning the big 7-0 last week! >Actually,the main time crunch is trying to avoid a new wetland >delineation and survey since DNR will only verify delineations for one >year,the last one being done in December of last year. I feel fairly >confident DNR will accept my own assessment on the infeasibility of a >bridge.So please let me know ASAP if something is imminent.Thanks >--- Bernie >This email and any files transmitted with it are confidential and intended solely for >the use of the individual or entity to whom they are addressed. If you are not the > named addressee you should not disseminate,distribute or copy this e-mail. Please > notify the sender immediately by e-mail if you have received this e-mail by mistake >and delete this e-mail from your system. Please note that any views or opinions > presented in this email are solely those of the author and do not necessarily represent >those of The City of Tybee Island.The recipient should check this email and any >attachments for the presence of viruses.The City of Tybee Island accepts no liability >for any damage caused by any virus transmitted by this email. > City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ************************************************************************************************* From: <davisenginc @bellsouth.net>Add to Address Book N ciosE Date: 2006/11/21 Tue AM 07:28:13 EST To: "Dee Anderson"<DAnderson @cityoftybee.org> Subject: Re: RN:503 7th Street Crossing As you are aware, at our meeting yesterday with Ann Thran or the EPD and Mark Padgett of the USA COE, it was determined the EPD will require a bridge or "bridge-like"open bottomed culvert for the 7th Street ditch crossing to the Goode's lot. I anticipate the open bottomed culvert will be used due to simplicity, expedience and overall cost. Based on my experience, it is my belief the opened bottomed bridge like box culvert should not pose a financial hardship on the development of this lot. Based on my previous conversations with Bernie Goode, it is my understanding he was pursuing consent to use a box culvert. It is my understanding, in consideration of the above, my services will be limited to review. Please confirm or advise otherwise. Downer > From: "Dee Anderson"<DAnderson©cityoftybee.orq> > Date:2006/11/13 Mon PM 12:23:39 EST >To: <davisenqinc@bellsouth.net> > CC: "Diane Schleicher"<dschleicher(a�cityoftybee.orq> >Subject: FW:503 7th Street Crossing > Downer can you give me an estimate of the cost for you to do a >feasibility study as to whether a bridge will work for Bernie Goode's >project? > Donald Anderson >City of Tybee Island >912-786-4573 ext. 107 > Original Message > From: Diane Schleicher >Sent: Monday, November 13,2006 12:11 PM >To: Dee Anderson >Cc: Bubba Hughes >Subject: FW:503 7th Street Crossing > > > Dee, > Please contact the engineer,ASAP, and get an estimate for his services >for this letter of opinion regarding the bridge versus culvert. I will > present this cost to Bernie for his advance agreement to compensate the > City for the cost. Hopefully,we can expedite this issue,so whatever >the outcome, Bernie will have direction. > > > Diane Schleicher > Original Message > From: Bernie Goode[mailto:berniegoode(a�bellsouth.netj >Sent: Monday, November 13,2006 9:41 AM >To: Diane Schleicher > Cc: Buelterman; Dee Anderson >Subject:503 7th Street Crossing > Good morning Diane. Beverly and I enjoyed getting to know you and John >a little better yesterday.We welcome you both to Tybee. > >As I mentioned to you last Friday I am writing to ask that you have the >city engineer provide an opinion on the feasibility of a bridge crossing >of the city's drainage ditch at 503 7th Street.As you will recall I >answered Mallory's question on this at last week's council meeting by >saying I tried to design a bridge but there was insufficient vertical >and horizontal room to install a bridge without unduly restricting flow >in the ditch. I included this information in my variance application as >well. But he pressed for a bridge preference anyway and, best I could >tell, motioned to let DNR decide. My concern is that DNR may not take >the engineering feasibility into its evaluation if I simply present that >question to them with my application. Of course I could point out to >them my views on the problems with construction,functioning.and >maintenance of a bridge,to include risk of flotation, but I dare say >that the views of the city's engineer would carry more weight than those >of the applicant. > I regret not mentioning at the public hearing last week that I already >had the approval of the Corps of Engineers for the culvert crossing,and >they do have expertise with the engineering feasibility issue(I spent >34 years with the Corps, much of that time designing drainage structures >myself). I did include in my application to the Corps last August: "A >bridge was considered but found impracticable to be able to tie into the >grade of the 7th Street pavement.To avoid a steep hump in the >driveway,the support members for the bridge would obstruct the flow in >this 2-foot deep ditch." Perhaps I could have persuaded Mallory on the >feasibility question had I mentioned the Corps permit, but that's all >water over the bridge now! i > > > I gave Downer Davis a heads up on my plan to write you when I saw him >yesterday and told him that,should this request be granted, I would > mark the crossing site or meet him there to show him the location. E > > Because we have worked so closely with Dee and Jason on this matter over >the past year, I have taken the liberty of sending them copies of this > message. > 4 > > My goal is to submit a city letter regarding the engineering feasibility >to DNR with my application so that it can be factored in with their >evaluation of the culvert vs. bridge issue. Needless to say,since I am >putting my application to DNR on hold pending this, I would appreciate >anything you could do to speed it along. I am willing to compensate the >city for reasonable costs associated with obtaining the engineering >opinion. f > >Thanks, i > > Bernie Goode >786-8664 I > > >This email and any files transmitted with it are confidential and intended solely for >the use of the individual or entity to whom they are addressed. If you are not the > named addressee you should not disseminate,distribute or copy this e-mail. Please > notify the sender immediately by e-mail if you have received this e-mail by mistake >and delete this e-mail from your system. Please note that any views or opinions >presented in this email are solely those of the author and do not necessarily represent >those of The City of Tybee Island.The recipient should check this email and any >attachments for the presence of viruses.The City of Tybee Island accepts no liability >for any damage caused by any virus transmitted by this email. i > I > I > > City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 From: <davisenginc @bellsouth.net>Add to Address Book cio=e Date: 2006/11/26 Sun PM 11:33:45 EST To: "Diane Schleicher"<dschleicher @cityoftybee.org> Subject: Re: FW: FW:503 7th Street Crossing I responded to your email to Bernie Goode prior to opening this one. I am willing to write an opinion of water flow benefits and cost comparisons of bridge, culverts(open bottomed and/or conventional)and piping. I had advised Dee that I estimate my fee to be$600 based on 4 hours to compile current costs and prepare a letter. However, I would like to discuss this with you prior to proceding. Ann Thrand advised she had no latitude in this matter and that the City of Tybee created this dithc with the DNR is now claiming jurisdiction over. If an appeals process is required to avoid the cost of bridging the ditch, Bernie may be better served with an Engineer not representing the Cithy who could serve him all the way through an appeals process. There is also the matter of sizing this culvert or pipe which I would normally be the responsibility of the Lot Developer.These calculations are normally reviewd by be as part of the lot drainage plan requirement. I look forward to your call. Downer 695-7262 > From: "Diane Schleicher"<dschleicher(a.cityoftybee.orq> > Date:2006/11/26 Sun PM 06:00:51 EST >To:<davisenqinc@bellsouth.net> >Subject: FW: FW:503 7th Street Crossing > Mr. Downer, > I believe Mr. Goode is looking for an opinion as to whether a bridge is >feasible and at what cost versus a box culvert.Also, Mr. Goode needs to > know the benefits of the water flow, etc.of the two alternatives at >that site. If you need to write up such an opinion that would be > reviewed by the EPD on behalf of Mr. Goode as the City's Engineer,what > is that cost because the City will require Mr. Goode to compensate the > City for your time and cost for such a letter of opinion. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(a.bellsouth.net April 6, 2007 Sharon Marshall Director of Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 181 5th Avenue for Bernie Goode By Mark Boswell, P.E. of Boswell Design Services, Inc. Dear Ms. Marshall: We have reviewed the plans dated 03-21-07 and stamped in by the City on 03-22-07. Our review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. 1) The DNR jurisdiction line should have the date of delineation shown on the plan. The plan should reference the survey which shows the distances and bearings or L-1 through L-27. The note"Upland in this area has not been delineated" needs explanation as it conflicts with the indicated delineation of the marsh and wetlands. 2) The driveway improvements are normally included in the drainage plan for the lot. This is a rather unusual plan as it involves bridging (bottomless box culvert)approved by the DNR. I have no drainage concerns regarding this bridge which will have much greater capacity than any culvert that would be required. 3) It is my understanding your department is assuring that: a) Coordination between the applicant and Public Works on any permit required to install the culvert in the 7th Street R.O.W. b) DNR approval for the culvert installation and driveway is on file. c) DNR buffer approval is on file. d) Any required Tybee marsh buffer variance is on file. e) NRCS approval of the soil erosion and control plan is on file. Our review is for the drainage plan only. It is my understanding that the permit application process began on this project prior to Tybee enacting their SEC permit process and that Tybee is not requiring a SEC plan on this project. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that once Comment 1 is adequately addressed and Tybee requires no further action regarding the other comments, this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter. Sincerely, Downer K. Davis, Jr., P.E. President 2061370B DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(a.bellsouth.net October 17, 2007 Brannyn G.Allen Director or Planning, Zoning and Economic Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 181 7th Avenue for Bernie Goode By Mark Boswell, P.E. of Boswell Design Services, Inc. Dear Ms. Marshall: We have reviewed the revised plans dated 10-17-07 stamped in earlier today by the City. Our review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. While the lot drains, I have not indicated that variances have been given for intrusion into the Tybee and DNR buffers. Additionally, it appears that the east end of the proposed residence is located over COE jurisdictional wetlands. It is my understanding your department will assure that: a) The DNR line shown is the latest DNR jurisdiction. b) Approval to encroach into the DNR buffer is on file. c) Any required Tybee marsh buffer variance is on file. d) The COE letter for the delineation is on file as well as the bearings, distances, coordinates, etc... e) The COE approval to place the structure over COE jurisdictional wetlands is on file. f) The NRCS has approved the soil erosion and control plan. While it is unusual to have this many qualifications, other than "f', they are all wetland, marsh line and related buffer issues that your department routinely addresses. Our review is for the drainage plan only. It is my understanding that the permit application process began on this project prior to Tybee enacting their SEC permit process and that Tybee is not duplicating review by the NRCS for the SEC plan. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that once the above conditions are addressed to the satisfaction of the City, this drainage plan will meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter or if further review is requested. Sincerely, Downer K. Davis, Jr., P.E. President 2061370C DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc@bellsouth.net INVOICE October 17, 2007 Invoice#20613701 February 10, 2008 rvsd. project name Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 181 5th Avenue for Bernie Goode By Mark Boswell, P.E. of Boswell Design Services, Inc. November 20,2006 0.50 hours COE DNR meeting with Dee Anderson at City Hall November 21, 2006 no charge email and coord.w/Dee Anderson November 26,2007 no charge email to City Manager April 6, 2007 0.50 hours Plan review&comment letter (2061370B) 0.50 hours Two on site visits October 17, 2007 0.50 hours Plan review&final comment letter (2061370C) 2.00 hours @$150/hour= $300.00 Total Due This Invoice CITY OF"TYBEE ISLAND 307077 VEND.O02055, DAVIS ENGINEERING, INC 307077 04/04/2008 ITITE S.D. FO# 1 G/L DIBTRJH3rJ 0__.:. 7r 02/11/2008:20639701 IS3T 181 SDI AVE 2.G>C" 300-7220-52-1202 300.00 300.00 02/12/2008:20707602 IDT 1&2 TM sr B.QH7 T W 100-7220-52-1202. 262.50 26250 03/25/2009"20710501..,; EDN3ScHE 1,IA7A.P.S I3 100-7220-52-7202 '1,312.50 -. 1,372.50 CHECK TOTAL". -1:575.00 CITY OF TYBEE ISLAND FIRST T�C FIAM F S T C D J X 307077 403 R UTLER AVENUE TYSEE ISLAND;GA 31328-2749 - 38-2013/892 ",0 4/0 4/2 0 0 8: 3 0 7 0 7 7- $1;875,00 AMOUNT ---- ONE THOUSAND EIGHT.HUNDRED SEVENTY FIVE & 00/100 DOLLARS -- - DAVIS ENGINEERING, INC "ME 636 STEPHENSON.AVE wmm of SUITE C # SAVANNAH,- GA 3-1405 El SECURITY FEATURES INCLUDED.DETAILR ON BACK II'307077iu' 1:06&2203,331. D0213 2660" /r )''( MAYOR _. n CITY MANAGER Jason Buelterman go,. w Diane Schleicher CITY COUNCIL CITY CLERK Shirley Sessions,Mayor Pro Tern r n Vivian Woods Eddie Crone } Wanda Doyle i CITY ATTORNEY Mallory Pearce Edward M.Hughes Kathryn Williams .'� Paul Wolff CITY OF TYBEE ISLAND November 10, 2006 Georgia Dept. of Natural Resources Attn: Ann Thran One Conservation Way Brunswick, GA. 31520 Dear Ann, This letter is in reference to the proposed project for Mr. Bernie Goode at 503 Seventh Street here on Tybee Island. On November 9, 2006 the Tybee Island City Council granted Mr. Goode permission to access his property by way of the ditch as depicted in the attached plans. The only stipulation is that Mr. Goode must follow the recommendation from Coastal Resources as far as the best method to cross the ditch. Also, to the best of my knowledge the property in question has never been used as a landfill or as a hazardous waste dump site. Donald Anderson Zoning Administrator P.O.Box 2749—403 Butler Avenue,Tybee Island,Georgia 31328-2749 (866)786-4573—FAX(866)786-5737 www.cityoftybee.org arm (UNOPENED)A'VF 6 0° °E1i + (UNOP ) N 20059'35"E 130,10' in',t, . ......„ ...... .....s=—•..t- s'--.==r , — -7:''''' ..---",- , --‘---L1 0, ll'r::$-- ; • \ k?.) ' 1 . . .46 ....,, • .C‘ e t ' / \le./ .43e\,,,,. Pa,riciosi "id it ,►m''n rya ""` J Q�f ,� , • ? 4 ' fi 1: ., S -,.. _,, o o� �"'` o u..\,. d"' , w `I Pled . ,. . N N ,,,' 0 , , -. . , 3 . ...... , ,ta Y*--- ... 1 • 41( ' ..\, ,%, — ' \ DKR A COM D L.•� k •kff y®use. s 'JOT 182 �. 1 lei ' ®li-�rqii v g oo . I • i . . ' ' P / i. 1 - . , . rwl . ,f Y NOTNt UPLAND IN TIM , (fit UND r I N .s< ..4„.„,.. , I . I Driveway Culvert for • Proposed Goode Residence 503 7 Street II; -- -- ammo' MEM Tybee island, Georgia S 21: 01'18"w � 120.08'Log' i!!0 LOT 181 NI 20 0 20 40 80 Site Plan ■•■1•M��•1•1■ September 6, 2006 GRAPHIC SCALE — FEET ' 18" PLASTIC 1 2o vt.1n q fit'atw..v..'I F"r'c�1-c„ 6''4-ti v] -r7 4-P e Zs1e. .t ' !f-ro,oc . • Proposed Peecasf box Culver/. A TM c 7 r9,,' Aimmti M .2 s'9 2 i ' x 3` ' $" weko 7d� c&s tai,....\ Div WO, G'ra� �(7 , }; �J�.ve / ...�rw r.r�r rw w w w a 1w �� ""�'� r Ll wr�.. .wr. r...r.....w ... � ..n ... ' y Yl i (/ Ni ' • n, is11')1j Grkk t . • 1 . _ _ _ _r �_.��.____._� _ '' Mie : TA e M tam It 4 kdo. " gre va .#7 Ore `',IS o.pistrwcinui.t1/40, Wit, 3...m.c. ckas 74,42. . \'.-- ,' . d,.4-cA ( 3. 7 Mos q-) ,,, .-)" . Driveway Calvert for Proposed Goode Residence N 503 7th Street _ Tybee Island, Georgia `, Cross Section S act-/G. ;,, wee ''s<? ' k' , _ September 6,2006 "2-0v`;`" i4 1Sk . Fin's4ed Pe v .wyGr-a.de. — ._ Cp l of(1%.-.1,,,,s_01 /- ejh orced Con ?e. t'% --- . 3c)S°11 fl 0 iir.4 `�' + ,,pprox' \J df) Nlars4, �a+ 7 »�� ' Paver " (3a?�7bx1 ", e•v, 4.3 Mss. '/ev, gl MSL 1 ilir z , .r.....•.• r r -- ff ,,'' 1 C J 'arc2 4 . . ,. .7 C30Gt•47te (\*) o f� die. exrs 0,3 Gla pdw� �� C74 low 1't Is a pprbK 3.7' risL wArc4 a 40 1,114 f e scale as Mein ride level o t4 aG, 3 I f .44 TYP, • a' . . Driveway Bridge for Proposed Goode Residence 503 7th Street <, — r,, ,., ,i w.lait t Tybee Island, Georgia CD Z li. 6 Section - '�fe' '� reel. Novembear30,2006 arTCH''''`nt1/4\ . (work.131D) h 7 Ctovicomvi.ec, De& ' t'''' ) Divethk I zzone it 001-05-0-7 A \ , *um , \ 0 , 1 f# fi '„„,/1` \Iver'' '°—\'-'petevcippj gild ,__I_.. ,., ., ...., . . .-4 i w;I,,,, , P q u., ' L Z . . i / . i Am r......,.... ,.._..„,,,, ,,, , , , A.,.. ,,.. ,, ., ,„ ,, .N, - .. ,,) r.„ , =,,-----1 ' , 4(1 , . N .' '''' .. ° \„., 1 .......,,ai . . . \ ,,,, . , ,„,,___,Dmi- 01 goal D gam -.,.! .--- ,, , ,, \ 1 t, r ' . 1, \ .,:--.-...1 ' 0 r : r , . , ,, it' , . , . . . 1 . i. , :„ ' , If, A e" .... d j . ' is u,silv, 616 , b , • - , 11 - ,,,, , 1.6,.. 1 N 0 .i, ,, ., , , , , . c.,7 ' v4 . ) 'N-:., I y, Driiveway Brad.ge for . fl ' Proposell Goode Eteddenace - vomit mina _ . November 30, 2006 Site Visit February 6, 2007 Proposed Goode Residence 503 7th Street Pertinent Points 1. Tybee accepted the fact that I was already vested in 2002 with the right to construct a house and driveway under the Sediment and Erosion Control Act and therefore exempt from Tybee's 2005 Sediment and Erosion Control Ordinance. EPD's 2002 determination was confirmed in 2003 and 2006. 2. Independent of Tybee's E&SC Ordinance, we need a Tybee permit to clear and grade. 3. Once the preliminary house design is done, I will have a drainage plan prepared as part of getting the house construction permit (Tybee's normal procedure as I understand it). 4. A bridge permit is not needed from Tybee. Council already approved the crossing, expressed a preference for a bridge, and deferred to DNR for making the final decision on a box culvert versus a bridge. Dee Anderson said in his letter to DNR written the day after Council's approval: "On November 9, 2006 the Tybee Island City Council granted Mr. Goode permission to access his property by way of the ditch as depicted in the attached plans. The only stipulation is that Mr. Goode must follow the recommendation from Coastal Resources as far as the best method to cross the ditch." (Emphasis mine.) What we need: 1. By Friday: A clearing and grading permit from the city for the house site and driveway. If I can get that permit by the end of the week, I have a golden opportunity to get my son from North Carolina to come down for four days to do this work with his Bobcat. 2. Today or tomorrow: Designation of a single point of contact with the City for us to deal with. We would like to sit with this person with my one-foot stack of files and provide him or her all the documents and explanations that might be needed. Georgia Department of Natural Resources 2 Martin Luther King,Jr. Drive,S.E.,Suite 1152 East Tower,Atlanta,Georgia 30334-9000 Chris Clark,Commissioner Environmental Protection Division F.Allen Barnes,Director (404)656-4713 MEMORANDUM TO: NonPoint Source Group, Program Coordination Branch Staff, and Local Issuing A horitigs FROM: Jim Ussery, istant Director Environment Protection Division RE: Minor Land-Disturbing Activity Guidelines The attached minor land-disturbing guidance document, dated September 2009, has been developed by the Erosion Sedimentation Advisory Council (ESAC). The intent of this document is to clarify minor land-disturbing activities as defined in the Georgia Erosion and Sedimentation Act and the applicable requirements of the NPDES General Permits for Storm Water Discharges Associated with Construction Activity. Please initiate implementation of these guidelines immediately for all applicable minor land-disturbing activities. Should there be any questions regarding this memorandum, please contact the appropriate EPD District Office or the Watershed Protection Branch's NonPoint Source Program at(404)675-6240. Attachment Cc: Jim Sommerville Linda MacGregor Larry Hedges Revised September 2009 MINOR LAND-DISTURBING ACTIVITIES As per O.C.G.A. 12-7-17(3), minor land-disturbing activities are exempt from the Georgia Erosion and Sedimentation Act: "Such minor land-disturbing activities as home gardens and individual home landscaping, repairs, maintenance work, fences, and other related activities which result in minor soil erosion." The intent of this document is to clarify minor land-disturbing activities as defined in the Georgia Erosion and Sedimentation Act and the applicable requirements of the NPDES General Permits for Storm Water Discharges Associated with Construction Activity, as follows: A. The following land-disturbing activities are examples of projects not specifically listed in O.C.G.A. 12-7-17(3) that would be considered minor land-disturbing activities and therefore, exempt from the Georgia Erosion and Sedimentation Act and the applicable buffer requirements for State waters: 1. Elevated structures such as decks, gazebos, patios, walkways, viewing platforms and/or open picnic shelters, provided: a. No more than 100 square feet of footprint of the elevated structure extends into or over the buffer, with an exception for structures compliant with the Americans with Disability Act (ADA); b. No grading, cutting, filling or similar land-disturbing activities occurring as a part of the site preparation, construction or subsequent development; c. The structure is built on posts, concrete blocks and/or similar supports; d. Permanent protective vegetative cover remains or protective measures (e.g., mulch, gravel) are installed within the footprint of the elevated structure to prevent post-construction soil erosion; e. A natural canopy is left in sufficient quantity to keep shade on the stream bed; and f. No concrete and/or asphalt slabs, pads or foundations constructed or placed as a part of the site preparation, construction or subsequent development. 2. A pervious ground level walkway approach to a dock and/or similar structure, provided: a. No more than 100 square feet of the constructed walkway extends into the buffer, with an exception for structures compliant with the Americans with Disability Act (ADA); b. No grading, cutting, filling or similar land-disturbing activities occurring as a part of the site preparation, construction or subsequent development; c. No concrete and/or asphalt slabs, pads, supports or foundations constructed or placed as a part of the site preparation, construction or subsequent development; and d. All ground preparation and walkway material placement is completed with the use of hand-held equipment. 3. Restoration of buffer area after the removal of an existing structure, provided: 1 Revised September 2009 a. No more than 100 square feet of the structure footprint is in the buffer; and b. The buffer area must be replanted with native vegetation. 4. Maintenance or repair of existing structures, the failure of which would result in a threat to human health or State waters, such as sewer lines, water lines, dams, or gas lines. Total disturbance must be less than 100 square feet. 5. Placement of rock riprap within the buffer not to exceed 100 square feet on any one property, provided: a. The placement of the rip-rap does not result in soil disturbance outside the placement area; and b. No grading, cutting, filling or similar land-disturbing activities occurring as part of the site preparation, construction or subsequent development. B. The following land-disturbing activities are examples of projects that are NOT considered minor land-disturbing activities and therefore, NOT exempt from the Georgia Erosion and Sedimentation Act and the applicable buffer requirements for State waters: 1. Any land-disturbing activity utilizing wheeled or tracked machinery and equipment resulting in soil erosion within the buffer; 2. Paving with poured or prefab concrete and/or asphalt; 3. Any project or combination of projects on the same property resulting in more than 100 square feet of any elevated structures and/or pervious ground level walkways within or extending into the buffer regardless of when the land-disturbing activities occurred; 4. Construction of a barbeque pit on a concrete and/or asphalt slab or pad within the buffer; 5. Construction of a ground level patio within the buffer; 6. Construction of a swimming pool within the buffer; 7. Construction of a structural or decorative retaining wall within the buffer; 8. Construction of a new seawall with land-disturbing activities occurring within the buffer; and 9. Backfilling any new seawall construction within the buffer. In addition, O.C.G.A. 12-7-6(b)(15)(A) and O.C.G.A. 12-7-6(b)(16)(A) state that "No land disturbing activities shall be conducted within a buffer and a buffer shall remain in its natural, undisturbed, state of vegetation until all land-disturbing activities on the construction site are completed. Once final stabilization of the site is achieved, a buffer may be thinned or trimmed of vegetation as long as a protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed; provided, however, that any person constructing a single-family residence, when such residence is constructed by or under contract with the owner for his or her own occupancy, may thin or trim vegetation in a buffer at any time as long as protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed." Therefore, for Common Development construction projects covered under the NPDES General Permit for Storm Water Discharges Associated with Construction Activity (Permit), the exemption for minor land-disturbing activities (O.C.G.A. 12-7-17(3)) would not be applicable for 2 Revised September 2009 an individual lot until such time as a Notice of Termination (NOT)for the individual lot is submitted in accordance with the Permit. For Stand Alone and Infrastructure construction projects covered under the Permit, the exemption for minor land-disturbing activities (O.C.G.A. 12-7-17(3))would not be applicable for a construction project until such time as a NOT is submitted in accordance with the Permit. However, for Infrastructure construction projects only, the installation of mandatory fences within the buffer for State waters is allowed prior to submitting a Notice of Termination and is exempt from the applicable buffer requirements. Compliance with the Georgia Erosion and Sedimentation Act and NPDES General Permits for Storm Water Discharges Associated with Construction Activity does not relieve an individual of any obligation or responsibility for complying with the provisions of any other law or regulations of any Federal, local or additional State authority, nor does it obligate any of the aforementioned to permit this project if they do not concur with its concept of development and control (e.g., placement of rock riprap within the stream channel may require a permit from the United States Army Corps of Engineers). 3 Georgia Department ofi Natural Resources 2 Martin Luther King, Jr. Drive, S.E.. Suite 1152 East Tower,Atlanta,Georgia 30334-9000 Noel Holcomb, Commissioner Carol A. Couch, Ph D,, Director Environmental Protection Division 404/656-4713 July 28. 2096 Mr. Bernard N. Goode 1415 Miller Avenue Tybee Island, Georgia 31328 RE: Home Construction T"hpc ! IanrI r eorgia Dear Mr. Goode. This letter is in response to your May 23, 2006 letter requesting concurrence from the Georgia Environmental Protection Division (EPD) for the construction of your house overlooking the Horsepen Creek Marsh. Letters sent by EPD on August 21, 2002 and April 10, 2003 exempted the construction of your original house site plan (dated November 30. 2000) based on information provided in a stream buffer variance application that the construction would involve only minor land disturbing in the 25-foot marsh buffer Review of your current, revised site plan (dated May 22, 2006) indicates that the footprint of the house site has not significantly changed and still does not constitute major and disturbing. The concurrences given in the two above letters will remain valid as long as the construction techniques for the house remain the same. Please note that this concurrence does not relieve you of any obligation or responsibility for complying with the provisions of any other law or regulations of any federal, local or additional State authority. This includes obtaining a Coastal Marshlands Protection Act permit for the driveway crossing. If you have any questions concerning this letter please contact Mr Lawrence Hedges or Ms. Jan Sammons with my NonPoint Source Program at (404) 675-0240 Sincerely, Carol A. Couch, Ph.D. Director CAC:jsk cc: Darrell Crosby Susan Shipman Dee Anderson Kent Knapp From: Jonathan Lynn Ulynn©cityoftybee.org] Sent: Monday, January 11, 2010 9:21 AM To: 'Kent Knapp' Cc: Dianne Otto; 'Downer Davis'; 'lahbos'; 'Bubba Hughes'; 'Bernie Goode' Subject: RE: 503 7th Street,Tybee Island, GA, email 3 of 3 Kent Please go ahead and submit the plans to the City that you have. in the meantime we will address the remainder of this email but wanted to make sure that we go ahead and get those plans to us. Thanks Jonathan From: Kent Knapp [mailto:kentknapp @hallandhull.com] Sent: Monday, January 11, 2010 8:58 AM To: Jonathan Lynn Cc: Dianne Otto; 'Downer Davis'; 'Iahbos'; 'Bubba Hughes'; 'Bernie Goode' Subject: RE: 503 7th Street,Tybee Island, GA, email 3 of 3 Jonathan, In response to your email below: 1) The DNR wetland delineations have been marked within the past 3 months and are reflected in a plan that I have submitted to the City of Tybee. 2) The following is an email that I received from the property owner, Bernie Goode, this morning which I am in agreement with: Kent - after we spoke last week, I went to Tybee's website that Jonathan included in his email to you and printed out the Soil Erosion and Sedimentation Control Ordinance. As I was reading it, I made a remarkable discovery. The exemption for single family residences had been reinserted into the ordinance. This exemption was in the model ordinance DNR had given to Tybee in 2005 as a guide for use in drafting its own ordinance. But Tybee removed the single family residence and two other exemptions for minor land disturbing activities. I and others complained about this removal in meetings with Tybee officials and before Council - to no avail. I had no idea the removed exemptions had been reinserted verbatim into Tybee's ordinance until reading the current version on its website last week. Section 15-030 says "This ordinance shall apply to any land-disturbing activity by any person on any land except for the following . . . 4. The construction of single family residences . . ." provided "any such residence shall conform to the minimum requirements as set forth in section 15-040." Section 15-040 sets forth the minimum requirements "for those land-disturbing activities which are not exempted by this ordinance." (15-040 A., Underlining added.). Later in the last sentence of 15-040 B.2., the word "not" that Tybee had removed from the state's model ordinance in 2005, had 1 been reinserted into the current ordinance as follows: "This paragraph-shall not apply to any land disturbance associated with the construction of single-family homes which are not part of a larger common plan of development or sale unless the planned disturbance for such construction is equal to or greater than five acres." Underlining added. When I went to find out when Tybee amended its ordinance to adopt the single family residence exemption, I found the date "4-26-2007(3)" at the very end. So I then looked at the minutes of Council's meeting of April 26, 2007, and found the following: "Ms. Doyle moved to approve for 2nd Reading the Text Amendment to the Soil and Sedimentation Ordinance, putting the exemptions back in and reverting to the state model. Mr. Pearce seconded. Mr. Wolff said there was confusion at the last meeting that influenced his vote. He said he thought they were voting to add the exemptions back into the existing ordinance for Tybee. He said according to the Clerk they voted to adopt the state model that does not offer protection to Tybee. He said it doesn't have any definitions for minor land disturbing activities which are going to be allowed if we put the exemptions back in. Ms. Doyle said her understanding was they were adopting the model ordinance until they could hold a workshop to see what additions to the ordinance would be needed for Tybee. Ms. Williams said she feels they would be doing a disservice to the Island if they adopt an ordinance that does not apply to Tybee. She said it is critical that the definitions be included. Ms. Sessions announced the public workshop on May 14,2007 at 6:00PM. She said once they have the workshop and get the input from the public as well as Planning Commission and Council they will have a clear understanding and hopefully come to an agreement on what is right for Tybee. Mr. Brown said the Planning Commission's recommendation was to put the exceptions back into the Tybee Ordinance. He said they only addressed the exemptions. Mr. Hughes said the motion for the 1st reading was to reinstate the exemptions and use the State Model Ordinance which was not what the Planning Commission recommended. Ms. Doyle asked the Clerk to restate the motion. Ms. Woods restated the motion as; Ms. Doyle moved to approve for 2nd reading the Soil and Sedimentation Ordinance with putting in the exemptions and reverting to the State Model. The vote tied with Doyle, Crone and Sessions voting in favor and Pearce, Williams and Wolff voting in opposition. Mayor Buelterman broke the tie in favor of the motion and 2nd reading." This description of what took place in April of 2007 leaves no doubt that Council was providing relief to landowners undertaking minor land-disturbing activities by reinserting all the exemptions contained in the state's model ordinance. If Council turned around and again removed the exemptions from its ordinance following the workshops that were mentioned during the motion and voting discussions, it is certainly not reflected in the amended ordinance as now written. Bottom line: In addition to this project being grandfathered from the original 2005 ordinance, it is now exempt. The ordinance as amended in 2007 and now on the books exempts all single family residences complying with the restrictions described in the 2007 amendments, which this one does. Bernie 3) There will not be any fill necessary in the marshland areas during the construction of this residence so section 5- 010 (K)does not apply. I have a current drainage plan and erosion control plan that I would like to submit to the City of Tybee in an effort to move this project forward. Please let me know if you have any questions or comments. Thank you Kent Knapp 2 Kent Knapp t s tG. - t e" ;;'-::41; 35 2C :843: 543-15733 s'sze".,.s:.. Eox 5276 ;i,t+'i ex: SC 2593Z From: Jonathan Lynn [mailto:jlynn @cityoftybee.orgj Sent: Wednesday,January 06, 2010 2:51 PM To: 'kentknapp @hailandhull.com' Cc: Dianne Otto; 'Downer Davis'; 'lahbos'; 'Bubba Hughes' Subject: RE: 503 7th Street,Tybee Island, GA, email 3 of 3 Kent Please allow this email to serve as the response to the emails that were being exchanged between Dianne Otto and yourself in the last few days concerning 503 7th Street here on Tybee Island. I apologize for the day or so delay here but the file for this project was tedious to get through given the history of the project. As it stands right now, the City has received the permit application for the construction of a single family residence on this lot.This should be the culmination of the project and the final stages proceeding at this point. However, before proceeding with permitting of this project,there are several items that need to address and resubmitted to the City of Tybee Island. 1) Due to the timeline the project has followed, the DNR lines that were marked and have been referred to have expired as they must be marked within the last year.What needs to be done is to have this property marked by DNR again and the lines resubmitted on a plan to the City of Tybee Island. 2) A new Soil and Erosion Plan must be created and submitted to this office to go along with the building permit. This plan must be reflective of the current requirements laid forth within the City of Tybee Island Soil Erosion and Sedimentation Ordinance.This ordinance is available for viewing at: http://library6.municode.com/default- test/home.htm?infobase=14104&doc action=whatsnew under Appendix A>Land Development Code>Soil Erosion and Sedimentation Ordinance 3) Also, please refer Section 5-010 (K) of the Land Development Code as well which discusses the applicable regulations for materials in the marshland areas of the Island. I hope that we can address these items quickly and allow this project to move forward as soon as possible. Thanks and please feel free to forward this to the property owner and let me know if you have any questions or concerns. Jonathan Lynn From: Dianne Otto Sent: Tuesday, January 05, 2010 2:42 PM To: Jonathan Lynn Cc: 'kentknapp @hallandhuli.com'; 'Downer Davis'; 'lahbos' Subject: FW: 503 7th Street,Tybee Island, GA, email 3 of 3 See below and attachement. Dianne Otto,CFM 3 Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 From: Kent Knapp [mailto:kentknapp @hallandhull.com] Sent: Tuesday,January 05, 2010 11:11 AM To: Dianne Otto Subject: 503 7th Street,Tybee Island, GA, email 3 of 3 Diane, This is not the current drainage plan, but the one that was submitted in 2007. If,after reviewing the emails I have forwarded,you are in agreement that the NRCS review is not required, we will deliver the new drainage and erosion control plans to your office. Thank you Kent Kent Knapp Architectural Euiid;Systems, Inc, Construction Manner 1843;315-2929 . . 343 540-15333 __. • kentknapp, :hailendhull,cam kentrnape :narkra',,Com Architectural Building Systems. inc. PO Box 5216 Hilton Head Island,SC 299:3 From: Bernie Goode [mailto:berniegoode @gmail.com] Sent: Wednesday, December 30, 2009 3:42 PM To: Kent Knapp Subject: Drainage Plan Hi Kent. Hope your respite goes well. I got hold of Mark Boswell, the consultant I engaged in 2007 to do a drainage plan, and the one discussed in the last section of my last, mammoth, email to you. He said he submitted the drainage plan to Tybee on October 16, 2007, and emailed me that plan today - attached. This is the first time I've seen the plan and since I cannot print larger than letter size, it is difficult to read. It was done for a house that we had under design at the time. When we decided to move to Wilmington Island mid 2007, we stopped the design process and went into a holding pattern waiting to sell our Tybee house. The house we are doing with you is much smaller than the one being considered in 2007 and shown on the Boswell's drainage plan. Also, we have a new survey and new wetland delineation. Bernie s+:..t*kti**i*•#'a wnwkw#xx###rox:httii*i st*++raxwasy.##Rt .e*xtksirt**nwrty.nhwxkSpk#K#*!ii•i# xrvww*wx+w### #i3Ta i.Yftkkf rt+rww w#ix##++t This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed If you are not the named addressee you should not disseminate,distribute or copy this e-mail Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island,The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.0 Box 2749 Tybee Island,GA 31328 4 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email,City of Tybee Island P.O.Box 2749 Tybee Island,GA 31 328 5 DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenginc(a.bellsouth.net INVOICE June 3, 2010 Invoice#20613702 MUZI Diane Otto City of Tybee Island IC W P.O. Box 2749 Tybee Island, GA 31328 J Phone (912)786-4573 Fax: (912) 786-9539 RE: Lot 181 5th Avenue for Bernie Goode By Mark Boswell, P.E. of Boswell Design Services, Inc. January 5, 2010 NC Archives to Jonathan Lynn with copies of past actions. January 5, 2010 NC Review of Kent Knapp's position and Bernie's letter of report January 11, 2010 NC Read and filed additional emails from others January 14, 2010 NC Review of resubmittal for Goode January 15, 2010 NC Coord.w'Frank Carubba on Minor Land Disturbing as it related to this project. January 15, 2010 0.5 hours Evaluation of EPD matters and email to Tybee January 15, 2010 0.5 Review of resubmittal in consideration of updated communication with EPD and email of response. January 19, 2010 NC Review of City interoffice email February 5, 2010 0.5 Coord.w/Alice Vick w/DNR February 8, 2010 0.5 Emails and coord. wNick and Otto on packages to go to Vick. February 8, 2010 0.5 Conf. call w'Vick February 19, 2010 NC Coord.w/Hughes and Lynn February 24, 2010 1.0 Meeting wNick,Winsnett, Goode and others @City Hall March 1-4, 2010 NC Review of emails and exhibitsf Knapp produced &Vick's reply. June 3, 2010 0.5 Review and markup of submittal 4.00 hours @ $150/hour= $600.00 Total Due This Invoice The Owner's acceptance of my markup serves as my concurrence. Neither my concurrence nor Tybee's issuance of a permit relieves the applicant of any requirements from the DNR. As you can see I have written off much of my time on this matter. Additionally, I am completing my billing on this site at the rates that were in effect when I first reviewed this project around 4 years ago. I0Il337 Cp - 0 . ddeb °I.P. to0314 • 4-O AP DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912)355-7262 Fax(912) 352-7787 davisenclinc(a�bellsouth.net INVOICE October 17,2007 Invoice#20613701 February 10, 2008 rvsd. project name Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912)786-4573 Fax: (912)786-9539 RE: Lot 181 5th Avenue for Bernie Goode By Mark Boswell, P.E. of Boswell Design Services, Inc. November 20, 2006 0.50 hours COE DNR meeting with Dee Anderson at City Hall November 21, 2006 no charge email and coord.w/Dee Anderson November 26,2007 no charge email to City Manager April 6,2007 0.50 hours Plan review&comment letter (2061370B) 0.50 hours Two on site visits October 17, 2007 0.50 hours Plan review&final comment letter (2061370C) 2.00 hours @$150/hour= $300.00 Total Due This Invoice CITY OF TYBEE ISLAND 307077:: I VEND:0'020 55: DAVIS„ENGINEERING, .INC - : 307077'.04/04/2008 D47E I,D PJ# rEgattpilm .. G/L DISIRIBE712 — ”- A it _.:02/11/200820613701 11321 sm AVE S.0 100-7220-52-1202 300.00 300.00 02/12/2008 20707602 501 1&2 81H ST s.CE1J T W 100-7220-52-1202 262.50 262.50 03/25/2008 20710501 Se41314TE EAZ4 P.SOY3CFCLI 100-7220-52-1202 1,312.50 1,312.50 CIDL1(DRAL 1:875.00 CITY OF TYBEE ISLAND FIRST CHATHAM BANK 307077 - 403 BUTLER AVENUE - S.ANO BOX OA st32e-zi49 2I49 3 /SLAW, R-2013+892 0 4/0 4/2 0 0 8' 3 0 7 0 7 7 4s DATE . 1 - --- $1,875.00 8 AMOUNT $ - - ONE THOUSAND EIGHT HUNDREDS SEVENTY FIVE & 00/100 DOLLARS - DAVIS: ENGINEERING, INC To77 - - 6'36:STEPHENSON AVE ORDER OF SUITE C SAVANNAH GA 31405 c hi/ /l!111r. ap'. )rl SECURITY FEATURES INCLUDED.DETAILS ON BACK- II'30 70 770 ':0612201334: DO2826611 Dianne Otto From: Matt Renault[mrenault @kri-eng.com] Sent: Thursday, June 03, 2010 11:50 AM To: Dianne Otto Cc: Kent Knapp; Downer Davis; Jonathan Lynn; Heather Wilburn Subject: RE: Goode-Seventh St. Yes, We agree to the revisions made by Downer Davis. Thanks, Matt K R I ENGINEERING, INC. Engineers,Surveyors and Development Consultants Matthew L. Renault, P.E. Director of Engineering KRI Engineering, Inc. 114 Oglethorpe Professional Court Savannah, GA 31406 0: 912.495.9626 F: 912.495.9628 mrenauMkri-enq.com CONFIDENTIALITY NOTICE: This electronic mail transmission may contain information that is confidential, privileged, proprietary, or otherwise legally exempt from disclosure. If you are not the intended recipient, you are hereby notified that you are not authorized to read, print, retain, copy or disseminate this message, any part of it, or any attachments. If you have received this message in error, please delete this message and any attachments from your system without reading the content and notify the sender immediately of the inadvertent transmission. There is no intent on the part of the sender to waive any privilege that may attach to this communication or any rights to propriatary information contained herein. Thank you for your cooperation. From: Dianne Otto [mailto:Dotto @cityoftybee.org] Sent: Thursday, June 03, 2010 11:24 AM To: Matt Renault Cc: 'Kent Knapp'; 'Downer Davis'; Jonathan Lynn Subject: Goode - Seventh St. Mr. Renault, Attached is the ESC plan for the above referenced project which was submitted to the City on 05/28/2010 by Kent Knapp. The red writings on the plan were added by the City's plan reviewer, Downer Davis (912.695.7262). If you are able to agree to the revisions by replying to this email, there is no need to resubmit a revised plan. Please contact Downer if you have questions about the revisions. 1 Sincerely, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed.If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 • 2 Dianne Otto From: Jonathan Lynn Sent: Thursday, March 04, 2010 3:33 PM To: Dianne Otto Subject: FW: Proposed residence for Bernie Goode To go with the last email and drawings. Original Message From: Alice Vick [mailto:Alice.Vick @dnr.state.ga.us] Sent: Thursday, March 04, 2010 3:52 PM To: Kent Knapp Cc: davisenginc @bellsouth.net; Jonathan Lynn; berniegoode @gmail.com Subject: Re: Proposed residence for Bernie Goode Kent, After reviewing both plans, I agree that option 1 is the best selection for the site and falls within the previous exemptions granted by EPD to Mr. Goode, provided concurrence with the 2002 Alternative Building Techniques letter from Mr. Maye and Tybee's permeable pavement policy is maintained. Due to the site's location, I urge you to be especially vigilant with Erosion and Sedimentation practices to protect the surrounding marsh. It was a pleasure meeting with you and Mr. Goode. Please contact me if you have any further questions. Regards, Alice Vick Program Manager GA Environmental Protection Division Coastal District-Brunswick 400 Commerce Center Drive Brunswick, Georgia 31523-8251 Office: (912) 264-7284 Fax: (912) 262-3160 alice vick(ldnr.state.ga.us >>> "Kent Knapp" <kentknapp(lhallandhull.com> 3/1/2010 9:42 am >>> Ms. Vick, Thank you for making the trek to Tybee last week to discuss the proposed construction and placement of the house for Mr. Bernie Goode. I feel as though we are on the right track to getting this project underway. Per our discussion, we are providing two options for placement of the proposed residence which are reasonably located within the footprints of the houses proposed in 2002 and 2006. As you will see in option 1, approximately 93% of the proposed residence is within the 1 footprint of the combined approved residences. Option 2 is approximately 97 % within the footprint of the combined approved residences. The 2006 approved residence was shown with an "Approximate House Footprint" which leads me to believe that there is some minor flexibility in the size and placement of this approved residence. Our belief is that option 1 is the best both environmentally and functionally since it locates the house in the center of the upland area and that in 2002 it would have been on the property line had Bernie not been required by Tybee's code to stay 10 feet from Lot 180 which he did not own at the time. Additionally, in an effort to move forward, we are willing to meet the terms for the foundation and site construction techniques as determined in the letter dated May 20, 2002 from Peter Maye. I look forward to your feedback on this matter and hope that you agree that this is a reasonable solution. Thank you. Sincerely, Kent Knapp Kent Knapp 2 Dianne Otto From: Jonathan Lynn Sent: Thursday, March 04, 2010 3:01 PM To: Dianne Otto Cc: 'Downer Davis' Subject: FW: Proposed residence for Bernie Goode Attachments: Proposed house, option 2.pdf; Proposed house, option 1.pdf; Kent Knapp.vcf Dianne Downer said that Option 1 is good and Alice Vick is okay with it. Downer says that the building needs to be shown in its approved location on the drainage plan and E &S Plans.Thanks Jonathan From: Kent Knapp [mailto:kentknapp @hallandhull.com] Sent: Monday, March 01, 2010 9:43 AM To: alice_vick @dnr.state.ga.us Cc: Jonathan Lynn; 'Bernie Goode'; 'Barney Paderewski' Subject: Proposed residence for Bernie Goode Ms.Vick, Thank you for making the trek to Tybee last week to discuss the proposed construction and placement of the house for Mr. Bernie Goode. I feel as though we are on the right track to getting this project underway. Per our discussion,we are providing two options for placement of the proposed residence which are reasonably located within the footprints of the houses proposed in 2002 and 2006. As you will see in option 1, approximately 93%of the proposed residence is within the footprint of the combined approved residences. Option 2 is approximately 97%within the footprint of the combined approved residences. The 2006 approved residence was shown with an "Approximate House Footprint" which leads me to believe that there is some minor flexibility in the size and placement of this approved residence. Our belief is that option 1 is the best both environmentally and functionally since it locates the house in the center of the upland area and that in 2002 it would have been on the property line had Bernie not been required by Tybee's code to stay 10 feet from Lot 180 which he did not own at the time. Additionally, in an effort to move forward,we are willing to meet the terms for the foundation and site construction techniques as determined in the letter dated May 20, 2002 from Peter Maye. I look forward to your feedback on this matter and hope that you agree that this is a reasonable solution. Thank you. Sincerely, Kent Knapp 1 Kent Knapp Arthitectural Building Systems,Inc. Construction Manager (843)815-2929 Work (843)540-1533 Mobile kentknapp@haIlandhull.com kentknapp@Aargray.com Architectural Building Systems,Inc. PO Box 5216 Hilton Head Island,SC 29938 2 o' 20' 40' 60' \/� *��'1� MI MB - -� 44•.' a 4'0 cy\ MI MI = MINIM REcIy,P ECr . . 1 Graphic Scale 1"=20' �' m• o-- c G. `" o �oC' m a�A r � M L. k Z 4 \ FR=6.18 O� U 2 £> UU. U s e c) LC- e i 5.17 I \ ♦5.24 IE(N)=-0.42 d, m U 1n i z° \ 4.9 EDGE OF ASPHALT PAVEMENT ay lE(S)=-0.22 m � • Q , 1 B N40-W 00O1R 5-FOOM0E0R4L8 Y +5.32 U UCKLEY, HENRY M do JO PADGET \ /]} STREET 60'R 7 • EE)= '+W WOW=W a�O xU o 2 /EW)=0.38 +557 z -5-- . --"--.5-.... 8"PVC ti o?m W Q ¢2 a Q y h /537 ` J EDGE OF ASPHALT PAVEMENT 4.70 \ U l it- 1.527 Q N I 5i 3b0 \ F PM 14 _ 7 4.2 4. 1 4.77 445 _ F I _4- ---/ +5.74 3.0: 5.87 /-- 2.88 CONC - -� .6 z Q 51/ +4.28 ~ a BRIDGE DITCH 24 PLASTIC PIPE`}- -_ P - J W W LA (3.4 7 to4 4 269-. 5• 6 /E=212 -_--9---__ .c 0 2 m N 69'42'30" W 39O't i CMF_ !:�li � 4.55 F 4.17 110.00' ,: _ . ' ri - - .---7 _ - 2.31 Z m« O Z cD 5' 4 492 � W .0 , ( l . 4.97 , 3 5 110.60' 533 Y/ W * • CMF 642 30"E CMF ( "2 >_. .LV 6 � / . w m w Q0 p W W W W W W W W W W W W W W W W W W W W W W WIC 1W 0 I 3 O3 W � o /^ 99RL613 W `�\ W�W Y W W W W W W W W W y E Q ay Wm0 a � W * * * W W * * * * * * * * W W W * * * * WW 41;45.]Z ti 0124P 46 /W W W I �6\ +2/ 7/ 4, W W W W W + W * W1 I Ht> W ` LO- ' ;by, W W WI1 12 II O �L\ 6 4 �/ Y + �\ W W I I 1vIli C) o I Z � M I . vp. .. J 4/ W ."'s.W W W W W W W NOW OR FORMERLY C „ , ]/47 ''�,►.._.. 1 r . W N c O C(y!R 0 N W a y W W W W W W W W W /I I uI \ / Y, W W .wSALT MARSH 2 52T MARTIN J&LINDA L 0 W W W W W W W W W W CLA IMEW BY THE SW TATE 4 of GEORGIW W W W W W W .s 4. 1 W y/+7 / /4.6+ / W W W W W W W 59T 4-0005-15-003A O. p W W W W W W W W W W W W i W W W W W W W W W 4 W mir II L� 5n \S64W 3s.W W W + W 4, . W W W d 4.38 DEPARTMENT OF NATURAL RESOURCES 4.92 3s7 4, W W W W 4, + 4, W W W W W W W W W W W W + W W W 275W � 6 ♦539 I W W W' W +W F W 3 69 W W W w F ±0.5 ACRES LO 6 I. ^ IW W W + W W W W W W 4, W W W W W W W W W W W W W W I W, � W `• ED6 �^ 4�W: +4.0 W W W W I • 3.68* LO 4 4.1 y4. A 8 �YJW 8I p I O o it W W W W W W W W W W W W W W W W W W W W W W S W 44 LO 6 6 I +-9 I \it W W W W W W W •W W W W W + W W W W W + 3.42 W W I W I WZ 51 +3 i 4 1 \7 52+ / CED r I WI W W p 3 W W W W W W W W W W W + W W W W W W W W 4, W W W W W W W W W W W W W W W W W W W W W W W W•7W W I W W :iJJIIIM I 4159 / 6.03 C W W W W W W W W W W W W 4, W W W 4, W W W 4, I W W 4,I 6--\ LO 8 -11 0111 �I 1 1111 4.81+ .05 W ■i■■■ r-'. .�.".- .... �. r - . ,.� ' = - 11CMF I 27.6,A 4 °RF _ _ N 6942'30" W - 400t .Y ^ 17,225 I MI LO) ' 6 6+ 0 I�4.89 4.63� I 0.17 ACRES '71 0 4 =4 � 2.60 \ I I y +356` I 4 NOW OR I 2.74 I APPROVED I ERIX LUM � . I /ROPOSED W W DATED 22-2006 y FTw 4-0015-01-025 I ^\ 15 5-31 (E-5 111==----------1 o 5.9+ ( RESIDENCE III. W W h 7 I ^�I ti O Q U NI 5P1 \ 7.6W/ { \ 7 O'o � N ` cv °_ 4.0 97 + I I O � O SPIKE IN 10 \ � /�- r �1+ +3.45 � i NAVD88 EL=7.90 (0 5.80 4.1.1. W'-4 �" .-M .0 .W I 386 4.1 ,►� M 8 WO 6L� t{■I I 79 � 1..c~ "^ ++6.22 A W APPROVED F.-.4.SALT MARSH JURISDICTION LINE LO 6 jW W W W\ W y / f W + DATED 3D-2D00 Q Q I fif DELINEATED BY GA DNR Al" 40 W W W 2 4 W W C^1 ` O C�I J / � .10 W W W W W 7,8 /k W W W U o LEGEND FIFTH AVENUE .70µ W W W W Er / 4 q ti Q O CMF CONCRETE MONUMENT FOUND UNOPENED 60'R/W 2.75+I I 4 560\ O]10 8 \\W 36� W W W l3 2W g 15 / //W� 8 W W W W W// N4O-W 00OR 05 F1ORELY 0 Q 2 OIRF IRON ROD FOUND -013 Q I V\ 6" � w FRE HYDRANT . 1 W\ \\�] 3 ` a1 WPM 7 �W W W W W V 0 POKER POLE I PM 1 y1 Q p NI W\�W \ \ FyW W W W W + W o 8 WATER VALVE y ® GRATE INLET o N I+ W W Zy+ W W W W W W W W W N N q W W W+‘......4:4<3 ""(Y" rW 6 W W W W W W W W I YVVV ® SANITARY SEWER MANHOLE L W234 W ....,---•:',..... JC *R.. W W W W W W W W WI 0. Y \ 3 .r...4- -11- - CONTOUR UNE W W W W Y + W W W W W W + W W 0 0- Q4P_ OVERHEAD POWER 309 W W W W W W W W W 4, W 4, W W r [� WOI W W W W W W W W W + + W W W W oi (t p I y� W W * * W W SSW W W W W W E.41 C ALT MARH Z .) SURVEYORS NOTES TREE LEGEND I W W W W W W W W W W W W W W W CLAIMED BY THE STATE OF GEORGIA I W W W W W 4, W W W W W W W W W W N OW W 1. £LEVA77ONS SHOWN ARE BASED ON NAVD88 DATUM. THE CONTOUR SIZE OF SYMBOL DOES NOT INDICATE DEPARTMENT OF NATURAL RESOURCES W + W W W W W 0.29 ACMES * + I czi QV E INTERVAL IS 1 FOOT . ACCORDING TO THE FLOOD INSURANCE RATE MAPS(FIRM), AS PREPARED THE SIZE OF THE DRIP UNE/CANOPY LINE SIZE + W W_W W W _W W + W W W W W W STREET ADDRESS V BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, THIS PROPERTY LIES (IN INCHES) W W W W W W W W W W 4, W W W /0000 7TH STREET ppp T p E / W W W + W W W W * * + W W W W W WITHIN A 100 YEAR FLOOD HAZARD AREA. (COMMUNITY PANEL NO. CURRENT ZONING: R-2 C C`I v ti 13051C-0213-F, EFFECTIVE DATE: 9/26/2008, ZONE AE, BASE FLOOD LOCATION OF TREE) LO 14 /RF N 694230" W - 110.00 IR O o ELEVATION 11.0) TAX ASSESSOR'S PROPERTY '' n/ 3. UTILITIES SHOWN ON THIS SURVEY HAVE BEEN TAKEN FROM ABOVE GROUND, �IREE TYPE IDENTIFlCA710N NUMBER: 4-0005-15-015 ' �I o READILY VISIBLE STRUCTURES. THIS SURVEYOR MAKES NO WARRANTY OR TREE TYPE ABBREVIATIONS: TOTAL AREA: ±1 ACRE W Fl GUARANTEE AS TO THE LOCATION, EXISTENCE, OR NON-EXISTENCE OF ANY NOW OR FORMERLY (0.19 ACRES UPLAND) m BELOWGROUND, NON-VISIBLE UTIUDES OR STRUCTURES. CED CEDAR I STATE OF GEORGIA I (±0.8 ACRES SALT MARSH) m 4. THIS PROPERTY IS SUBJECT TO ANY AND ALL MUN/CIPLE ZONINGS, LO LIVE OAK I 4-0005-15-010 I :1 RESTRICTIONS, SETBACKS, REQUIREMENTS £CT PM PALM 5. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS OR PN PINE R-2 RESTRICTIONS EITHER RECORDED OR UNRECORDED. 6. THE PUBLIC RECORDS REFERENCED ON THIS PLAT ARE ONLY USED AND/OR PROJECT#: 09022/.00 / FIELD DATE: 9/25/2009 o NECESSARY TO THE ESTABLISHMENT OF THE BOUNDARY OF THIS PROPERTY. PLAT DATE: 9/29/2009 Q THEY ARE NOT AND DO NOT CONSTITUTE A DTLE SEARCH. REFERENCES Z NO SUBSURFACE OR ENVIRONMENTAL INVESTIGATION OR SURVEYS WERE DRAWN BY ✓.C.B. w PERFORMED FOR THIS PLAT. THEREFORE THIS PLAT DOES NOT REFLECT 1. DEED BOOK 299 W, PAGE 407 CHECKED BY: R.A.N. THE EXISTENCE OR NONEXISTENCE OF WETLANDS, CONTAMINATION, OR 2. PLAT BOOK 35-P, PAGE 13 LAST REVISED 2/25/2010 SCALE: =20' g OTHER CONDITIONS WHICH MAY AFFECT THIS PROPERTY. 3. PLAT BOOK G, PAGE 127 TO SHOW TWO PREVIOUSLY APPROVED SITE PLANS AND RELOCATED PROPOSED RESIDENCE SHEET: l OF I ti K4''''.��„ > GEORGIA DEPARTMENT OF COMMUNITY AFFAIRS ' MANUFACTURER'S APPLICATION FOR APPROVAL r7l Applicants Should Complete All Items (I-VII) I. TYPE OF APPLICATION I SUBMITTED FOR: DEPARTMENT USE ONLY ❑ BUILDING SYSTEM � ❑ APPROVAL APPLICATION: QUALITY CONTROL PROGRAM n REVISION SI MODEL No. 5--1 i U n RENEWAL DATE: 1 FILE,FOR RECORD II. IDENTIFICATION �y Name of Manufacturer s r% - CRAP er. gi3o ft` Th) of Nel Telephone ( 9(O ) 5$2-- 3r-oo Address IOC, -10EPPt:o4WroT D£VE-. AM-E-T, Iv 0- 2391� e-mail address , ,. Location of Mfg, Plant 6M E. Name of Evaluation Agency t''l'A 1 G Name of Inspection Agency , PTA) III. DOCUMENTS SUBMITTED: ® Plans ~ Specs ❑ Test Data n Quality Control ."4 Calculations (type) 4c C` t�R ..- [ I Other (specify) IV. DESCRIPTION OF INDUSTRIALIZED BUILDING A. Type of Unit: E Three Dimensional Unit (1 Core Unit n Component B. Principal Construction Material: [+Wood [1 Concrete n Masonry I Steel P1 Other (specify) . V. CLASSIFICATION OF BUILDING BY OCCUPANCY (See Chapter4 NFPA 101} A n Assembly B Business E Educational F E Factory/Industrial I ❑ Institutional M I_._J Mercantile S ❑ Storage H ❑ Hazardous RI n Hotel, transient R2 n Multi-family Dwelling DC D Daycare R3 [i1 & 2 Family Dwelling R4 ❑ Board & Care, Assisted Living VI. CLASSIFICATION OF BUILDING BY CONSTRUCTION TYPE ❑ Sprinkled n A 1 ❑ Type I n Type II ❑ Type III n Type IV [?Type V VII. SIGNATURES This is to certify that the BUILDING SYSTEM/MODEL/DATA conforms to the Georgia Rules for ind . '.li le, 1"),=,3 ldings and currently adopted codes. Signature (Ag n 's Architect or Professional Engineer) Date IA/ tt C 1)i Signature of Applica (Manufacturer or Agent) Date_ i.1. VIII. DEPARTMENT USE ONLY • C Returned for correction and/or additional information (see attached) Date r Approved n Approved as noted (see attached) Date Signature of DCA Official Comments: Form 18-01 Revised: 12/26/01 For use after January 1,2002.e-mail:jhurdsmi@dca.state,ga.us 404-679-3102*404-679-5246 . DESIGN CRITERIA Use Group 1 and 2 Family Dwelling GEORGIA MODEL APPROVAL Construction Type VB 2006 International Residential Code wi GA 2007,2008&2009 Amendments Height Refer to Cross Section 2006 International Plumbing Code w/GA 2007,2008&2009 Amendments Floor Area 912 SF 2008 National Electrical Code WI GA 2009 Amendments Interior Flame Spread Less than 75 Number of Stories 1 ATTENTION LOCAL INSPECTIONS DEPARTMENT Design Wind Speed(3-sec Gust) 140 MPH MANUFACTURER INFORMATION The following Items have not been completed by Ritz-Craft Corporation of NC, Wind Exposure Category Exposure"B" Ritz-Craft Corporation of NC,Inc. APPROVED BY Inc., have not been inspected by NTA, Inc., and are not certified by the North P g p 106 Development Drive Ground Snow Load 30 PSF Hamlet,NC 28345 Carolina Modular Label;code compliance must be determined at the local level: 1St Stoy Floor Live Load 40 PSF 1. Foundation ry Ritz-Craft Corporation of PA,Inc. NOV ` 4 2019 2 Appliance Installation 2nd Story Floor Live Load 40 PSF (where applicable) industrial Park Road 3. Gable End Siding Balcony Live Load 40 PSF(where applicable) Mifflinburg,Pa 17844 4. Roof Dormer(s)and Shingles,Soffit,Fascia and Windows Stair Live Load 40 PSF Stringers 175 PSF Treads 5. Exterior Lights Seismic Design Category C THIRD PARTY APPROVAL AGENCY INC, Piping below 1st Floor 6. Horizontal Drain PI in Type of Heat Electric or Fossil Fuel, Supplied and NTA,Inc. 7. Horizontal Supply Piping below 1 st Floor Installed by Others 305 North Oakland Avenue 8. 3"Main Vent Extension through the Roof Occupancy Classification (R3) Residential Nappanee, IN 46500 9. Exterior Railings,Stoops and Porches 4 (574)-773—7975 10. Ridge Vent PLAN INDEX Label Locations: 11. HVAC Equipment One Bedroom Closet each additional module: State Label, NTA Label and Data 12. Supply and Return Ducts Page Description Plate 1 Title Page 2 Space Notes and Foundation Notes The enclosed drawings and specifications(referred hereinafter as subset)are the SPECIAL CONSTRUCTION NOTES 3 15 Floor Plan property of Ritz-Craft Corporation Inc. 1. Lateral and vertical connection specifications for building modules at the 4 1st Floor Electrical Plan This subset Is intended to show a specific plan or layout. This is intended to floor,wall and ceiling levels: IN-15, 17, 18. 4.1 Electrical Notes show the Ritz-Craft building module is in compliance with all state code 2 Roof Setup and Connection Specifications: IN-17, 18,19,20, 5 Door and Window Schedule requirements and standard engineering practices in order for the general 3. Vertical and Horizonte(Plumbing Connections between Modules: IN-21, 6 Foundation Plan contractor to obtain building permits. No part of this subset may be reproduced 7 Foundation or used in any form or by any means without written authorization from Ritz-Craft 4 Vertical and Horizontal Mechanical Connections: IN-22 Corporation Inc, This subset is proprietary and confidential. Any unauthorized 8 DWV Schematic use is prohibited. 5 Electrical Connections between Modules: IN-22 8.1 Plumbing and Mechanical Notes 6. Firestopping and Elimination of Air Infiltration: IN-23 8.2 Supply Schematic Ritz-Craft Corporation Inc, will be considered a sub-contractor in all building 8.3 Plumbing Fixture Schedule projects, supplying a building component to a general contractor or builder. All 9 Cross Section notes with reference to "In-field", "by others", "on-site" and by builder" are pertaining to the responsibilities of the general contractor. 9.1 Electrical Load Calculations Cats,.Type: V 0 9.2 ResCheck The drawings in this subset should not be scaled for dimensional reference. All Occupancy: RR3 9.3 Shearwall Calculations dimension lines and notes supersede any such reference. Allowable No: . of floors: I rf THIS HOUSE MAY BE REVERSED OR MIRRORED FROM WHAT Wind Velocity: ,1 0 fire Rating of - ��°. e7 IS APPROVED. Exterior 'unrolls: hoof Lies Load: C'J floor Live Load: 0 Plan NTA,,.Inc. NO DATE REVISION / DESCR1P110N BY STARTED: 9/22109 DEALER: ABS—HALL & HULL ARCH.SCALE: DO NOT SCALE CO 5057109 TO SALES: iz— SALES: CUSTOMER: GOODE DRAWN BY: WM 5N: DATE: -RC REP: AL SEIDEL HR--COST. CO RAT N _ PERMIT SET COMPLETE: STATE: GA , TITLE SHEET : 1 OF 9.3 FOUNDATION NOTES: 1. All footings shall extend below the frost line of the locality. 2. Concrete block piers shall use Type "S" Mortar. 3. Refer to Foundation sheet in the plan set for pier/column spacing. 4. An access crawl hole, 18 inches high by 24 inches wide, shall be provided to each individual crawispace. 5. Each crawispace shall be ventilated as follows: a. The space between the bottom of the floor joists and the earth under any building (except space occupied by a basement cellar) shall be provided with a sufficient number of ventilating openings through the foundation or exterior walls to ensure ample ventilation. b. Ventilation openings shall be provided with corrosion resistant wire mesh, with openings not greater than 112 inch in any direction. C. The minimum net area of ventilation openings shall not be less than 1 square foot for each 150 square feet or crawispace area. d. Vents shall be placed so as to provide ventilation at all points and shall prevent dead air pockets. e. Exceptions 1. Ventilation openings may be vented to the interior of building where warranted by climatic conditions. 2. When at least 75 percent of the crawispace ground surface is covered with 6 mil polyethylene vapor retarder or its equivalent, the net free area of the ventilation openings may be reduced 50 percent to prevent excessive drying of the floor. 3. Under floor spaces used as supply plenums for distribution of heated and cooled air shall comply the requirements of the 2006 IRC with 2007,2008 & 2009 Admendments. 6. All notes stating "in-field", "by others", "by builder" or "on-site" are obligations pertaining to the builder, deafer or owner. 7. The foundation design and construction is on-site by others, including but not limited to: footings, footing drains, vapor barrier, water proofing, sill plates, anchor bolts, concrete, concrete block, reinforcing, backfill, slabs and all finish work below the sill plate. 8.. The foundation drainage shall be the more restrictive of local or state requirements. 9. All porch foundations shall be positively tied to the house foundation. APPROVED BY 10. Basement column supports, or crawispace piers, shall be provided on each side of all mating wall openings greater than 4 feet. NOV -4 g INC NO DATE REVISION / DESCRIPTION BY STARTED: 9/22/09 .DEALER: CUSTOMER: ABS-HALL & HULL ARCH. SCALE GOODS DRAWN BY: DO NOT SCALE CO #: WM SN: 5057109 TO SALES: SALES: [��'`� (�( DATE: RC REP: AL SEIDEL HR-CUST. CORPORATION 1 V PERMIT SET COMPLETE: STATE: GA FIRE SAFETY N OTES SHEET #: 2 OF 9.3 r — Header Ja n Studs/ Jamb Studsist ltam# SPAN TYPE Go)umtl Sttppa rtstsl Members Size Seeeiesm Members size Mere ern Size 1 (E) 34.4•_ SW 2 2X6 6PF.2 1 2X6 1 2 XS APPROVED 2(E) 30.4" SW 2 2 XS SPF#2 1 2X6 1 2X8 3(E) - 34.0"- SW 1 2 K SPF12 1 2X6 1 2X6 4(J) 30.4"_ EW 1 2X6 FLAT SPF#2 1 2X6 6(J) 66.8" EW 1 _ 2 X 6 FLAT SPF*2 1 2X6 4V-0" 6(Cr) 3a.a"J SW 3 11/2"X1!4^ 2.0E 1 2X6 2 - 2X6 • ppffnn�r Ri}(� 1. Jack Studs,Column Support.and Jgmb Studs era SPF#2. " 1V O Y -4 2009 2. LVL i.2.0E with Fac 2925 psi 9'-11}2 2'_-.O" 8" 7'-10" t t 1A=--1 O) 10'-Q" 6'-0"- i17, 4 X SHEAR WALL: 3 5 44 � HEADER #1(E) � HEADEEP #2(E) FASTEN SHEATHING PHILADELPH[AN - HEAQE:2 #1( s a II INC im.L 3) 2852 \2/ 24210 8X m fi O.C. EDGE FIREPLACE 2866 E'F (2) 1Xi"x9y4" LVL filfl J;22.. 1 �.� LINENS \ 1 L FAN o 6 6 E XI I ' I 1 -I k 1 1 _f,'�_ VII' ilk INTERIOR SHEAR WALL- t`4 O �`J REFER TO CALCULATIONS 0 FOR FASTENING & •-,Co IN BEDROOM #2 n 1 � 1 0 ATTACHMENT ROOM '� �' LOCATE STORAGE ,t-�, o N �W 0 46 M A l N�Ti— FLOOR RECEi'T to Q--8 --I W 76 �2•A B ATI'sYN 36 LT=82 R( EW))91 2 SF VINYL � � AREA= 270.67 SF v VT 4.31 CREW)5.70(PROV) ��n a; 2668 LT= 21.65 READ 71,40 PROV ip `to two %Ft VT= 10.83 �R1=QD� 37.20�PROV „' u. N a* N L I 21 0 u.c sNEL�NcF I !!1-R'l- ?: ° — I r ! 1668 i i{OFL?ttNG� IltW viii/i►iilil;�i>1�air1 # i I i ONLY N I L 1 _ J� 266$ ^_- i , W184a W3625 (1)1-1/2"x 14"LVL • SIDE 1�Yv C. I . cV INTERIOR SHEAR W o �,G4 - «Z�1►'C7�` �I Y ---_ REFER TO CALCULATION ', IL'I11; 1 L_. FOR FASTENING ' / n I I ! � "A111 VENTILATION PROVIDED PER RE1EREN EO STATE I aoE I ATTACHMENT m KITCHEN DINING 0 - a ;� MINIMUM REQUIRED Ve7H')ILATION SHALL BE&aB SF ,"" r— LOCATE MASTER I 42" OVERHEAD CABINETS ROOM (s12 S</150). _ ® 46 N °, BEDROOM $ '� (L to `� o (p�� 5�,n GEORGIA II BO" R L- ` ) "�0 N E.� !m-- Im .. t. Q' MR� t1� co / l� o`' ( to 1 Uzi -STATE MODULAR LABEL ° R A j-I `�N w - AREA = 113.81 SF & Vv I `�2 < g z c. s, Pao — VDB15 o VDB15 N LT 9:10 (REQD) 11.32 PROV 0 .�H� `y I¢ 8c) ■ -NTA LABEL r. ___� 1---,...,-----T - VT= 4.55 (REQD) 5.70 (PROV) r W7 4 �, L Ize HEAD• ' (E) O III K HEADER #1(E) ?� I HEA { 2 I ® HEADER #1(E) �r ■I 0 -DATA PLATE i -i ;_ FPF 2852 0 2 24210 1-f12L ul; "(6) 1i 04 �V- o " 1 _1 L./ O24`-73 "! iX �„ . , Ill1 I FED DEC' 4'X2:11,' GEORGIA I 7'-10X" I 1Q'-9" ff B`-3 : u I 2006 International Residential Cade w/ GA 2007,2008 & 2009 Amendments N I l I l I I 2006 Internatlonal Plumbing ode w GA 2007,2008 & 2009 Amendments SHEAR WALL 9 / FASTEN SHEATHING III i El _ ❑ 2006 National Electrical Cede w/GA 2009 Amendments ® 6" O,C. EDGE 30'-113/4" 35'-Oy2"- 4s'--O" SQUARE FOOTAGE: 912 SQ.FT. LVL PERIMETER RAILS WITH JOIST HANGERS CRAWL SPACE FOUNDATION ROOF PITCH 9/12 © 24" O.C. SINGLE HUNG WINDOWS 140 MPH WIND ZONE CEILING HEIGHT 9'-0" NO DATE REVISION / DESCRIPTION BY STARTED: 9/22/09 DEALER: ABS—HALL & HULL ARCH, SCALE: DO NOT SCAT CO #: 5057109 TO SALES: 4 10/12 REVISIONS PER CUSTOMER MARK--UPS WM '! SALES: CUSTOMER: GOODE DRAWN BY: WM SN: 3 10/01 REVISIONS PER CUSTOMER MARK—UPS I DATE: RC REP: AL SEIDEL HR—GUST. 2 10/01 REVISIONS PER CUSTOMER MARK-UPS WM CONFIRM COMPLETE: 1 09/29 REVISIONS PER CUSTOMER MARK—UPS WM PERMIT SET COMPLETE: STATE: GA 1ST FLOOR PLAN SHEET #: 3 OF 9.3 ENTRANCE SERVICE HEAD (CONDUCTORS & CONDUIT I TO MATCH PANEL. LOAD) WIRING & CIRCUIT LAPELS BY BUILDER I OR.! CI cRtP1Tr *IRE ALP CIR.r DESGRfPDON VIIIE AMP I 1X /ow,gnat 12--2 20 1 1:•1 013AL 14-2 20 I 2X m i tom pow 12-2 20 2 ca LT(AFO) 14-2 20 r 1- METER & BASE BY BUILDER 3X REFRIGERATOR 12-2 20 3 GEN LT(AFC) 14-2 20 MEfER� _4X _WASt#R OR 12-2 20 4 GEN LT(AFO) 14-2 20 -T 5X D15HWAStIER 12-2 70 5 GEN LT(AFC/) 14-2 20 GROUND BY BUILDER —1 1 _6X OUTSIDE REM G 1 12-2 20 8 GEN LT(AF) 14-2 20 7X 1ST FIR BATH an 12--2 20 7 GEN LT WO) 14-2 20 FIX FAMILY ROM 12-2 20 B GIN LT(AFD) 14-2 20 9X 2ND RR.BATH GFI 12-2 20 9 GEN LT(AFO1) 14-2 20_ 10X CABBAGE DISPOSAL 12-2 20 10 GEN LT(AFa) 14-2 20 MAIN PANEL 1j 11x Y55RLP00L MOTOR GEO i2-2 20 11 GEN LT(AFD) 14-2 20 200 AMP PANEL IV/MAIN BREA 12X L1CRCWAVE 12-2 2.0 12 GEN LT(ATO) 14-2 20 AND BRANCH CIRCUITS BY RITZ-CRAFT 13X SUN 8004 12-2 20 t3 GEN LT(AFC1) 14-2 20 AMPERAGE SCHEDULE MX D1N1NG ROOM(AFC) 14-2 20 14 GEN LT(AF 1) 14-2 20 FIXTURE AMPS TYPICAL SERVICE DURANCE 15X 1JW G 80011(AFCI) 14-2 20 15 GENERAL UGHTiNO 14-2 20 h711C ACCESS 033 18X GREAT ROOM 14-2 20 18 GENERAL 2 20 DNG BATH FAN f LIGHT 2G0 17X GAME GFL 12-2 20 17 GENERAL UG117DNG 14-2 20 BATA FAN/LIGHT/LEFT COMBO,1280 12-2 20 18 GENERAL LIGHTING 142 20 LIGHT/HEAT MOO 11.90 12-2 20 19 AC 10-3 30 BATH FAN/HEAT C0tai0 11.80 1H EBB HEAT 12-2 20 20 DRYER(DEG) _10-3 3O DOUBLE SPOT 1.00 2H E00 HEAT 12-2 20 20 DRYER(GAS) 12-2 20 EYEBALL 5P0T D.62 3H EBB HEAT 12 2 20 21 WATER HEATER(ELEC) i0-2 20 FLOOD LAMP(.1-00X) 250 411 EBB HEAT 12-2 20 22 ELECTRIC RANGE 8-3 40 HEAT[AMP 2.17 5N�EBB HEAT HW TOE WCx 0.5E 12-2 20 23 GAS RANGE 14-2 t5 PADDLE FM/UGHT 2.60 6H EDB HEAT 12-2 20 24- SELF CLEANING RANG B-3 40 PENDANT LIGHT 0.62 in EBB HEAT 12-2 20 25 WALL OVEN(DAS) 12-2 15 RANG HOOD ZOO BH EBB HEAT 12-2 20 28 WAIL OVEN(FLED) B-3 40 REcEPTACIE 1.50 OH 1139 HEAT 12-2 20 27 SELF CLEAN WALL OPEN 8-3 40 RECESSED SPOT 0.70 SIAM DfIECTOR 0.5E 10H EBB HEAT 12-2 20 2B C00X(DW DRAFT)10P(ElEG) 8-3 40 s,EttEo _ 0211 11H NEB HEAT 12-2 20 29 COOK TOP(OAS) 12-2 20 UNDER CABINET UGHT 0.50 12FL FMB HEAT 12-2 2D 30 11EG WALL OWN 1000 8-3 40 k--8(DOUBLE SPOT) 1.00 0-i (SRO EIGHT) 0.50 13H EBB HEAT 12-2 20 31 BED FURNACE.(a0 A11P) 8-3 40 B-2(BEDROOM UPGRADE) OD 1411 EBB HEAT 12--2120 32 EIEG MANAGE(30 AIR) t0-3,30 B-3(BEDROOM UPGRADE) too_ I ' B-4(DtWNG ROC41 UPGRADE) 4.18 • ALL LMNO ham ARE AFCi PROTECtm B-8(EXTERIOR) 0.50 0 JIRiCiI0t1 sox 110V IMP C>3iAtAL YAG B-9(STD DINING R0014/FOYER) 1.75 ]YT (RECEEgD FUJERESGENT) 0.73 O 111golosTAT $ not amp H-2(EXEnOR) 53 E 5M SOT {N' fauna dPF gynyE s>Att�t FL 11-3(EXTERIOR) 0.83 D BY RECESS SPOT N-1(FO 2.50 3-wAy 01111 a ExER t ma _ - D 4.15 ®PADDLE FAH ,!y UGHT 0 SPEAKER N-3(DINING R0011 IMAM) 125 cLo xx 4Rta/- 1 s'EAXER 9NRE PLATE N-4(VANITY UPGRADE) 2.50 NOV --4 20()9 Pty . ��G �) RAx HOOD N-5(FOYER LIPGRADE) 1.25 _ N-B(FOYER UPGRADE) 0.50>GI sum 0 HEAT 0- (®'IJ arm ED TEEM TABLE 0-2 7{TERR R) 083 1 ,;I: -1,I 'Raz= I s uzb iL WWII'WE © TY @ anot&IN 10-4(FOYER UPGRADE) 3 GG PAFtEL Pox II-1 (DINING ROOM UPGRADE) 2.50 ',. �C@�AtATBd cam -W-3(STD VAinlY) 1.25 T� HEAT LAX TIMER t22] IA�R Clot 11LKT Watts/Volts a Amps NO DATE REVISION / DESCRIPTION BY STARTED: 9/22/09 DEALER: ABS-HALL & HULL ARCH,SCALE: DO NOT SCALE CO #: 5057109 ITO SALES: "' SALES: CUSTOMER: GOODE DRAWN BY: WM SN: DATE: RC REP: AL SEIDEL HR-OUST. CONFIRM COMPLETE:+`�� , PERMIT SET COMPLETE: STATE: GA ELECTRICAL NOTES SHEET #: 4.1 OF 9.3 EXT GFCI - -sx FPF �b ❑ ��� I I I ❑ 411► 4i► REC. N r ill 15x 4 PANE a , 15x 15 no O �2D .L.--1 4.- A1A:r $9 � � 15x ��4X 1 3 BEDROOM #2 n 1 11 3 ROOM LIVING RO 4 4 STORAGE \ C 15x c xL ( `. 4 1�F @ TE i 42* AF4 AI N 7X.W 0'_15x FLOOR RECEPT*I5X PF \ N\\\ 4 to �- \ -------- / 3e 3~ .� 4 CNI NG 1-- , �/ 15x / / 1 []Ask 5A I1 / 4 4 15x044 \ PDRC�;, FiY RC I '— �" ") 1NIR NLY \ 1 1 2 3SA en , 2_ --- $42x I 2x 13x - 2x 1 ` __ ■ \ r i----, `` \` 1 d � x l If _ \ 1 i¢ 1 L_ _ W.I.C. 9= 1 t1 0 .. �.- \ o I L__ c \\\ fr KITCHEN DI C ((14x ° / R.° f �/ i / a OEM 1*2 © 48TE MASTER \�� -1 n 1 /-- --_--fROOM N'1� �/ / L---->i/j BEDROOM ) \ 2_,$,_2 © �, PF ' 1 / 4 _ --ter _ n I I II . 0, --_ -05/ L gi 1 0 W. M ASTER . $ ixF 1x`° 1 iO 14X t/I BATH /- /� I ► / 1 \ ff i 5x/Cw I 11 � 14x APPROVED B) c' 7X a..� ma 2411 21P 01'-1x 11x,r► '.tb lx I I l r~ '�"., 141 I II t � 1 ❑ FPF • J 1 NOV —4 2009 (I) 6X ALL EXTERIOR LIGHTS AND - �f RECEPTACLES ARE TO BE WP. ARINC NO DATE REVISION / DESCRIPTION BY STARTED: s/z��OS -DEALER: ABS-HALL & HULL ARCH. SCALE: DO NOT SCALE CO #* 5057109 TO SALES: �• SALI^s: GUSTaMER: GOODE DRAWN BY: WM SN: DATE: RC REP: AL SEIDEL HR--COST. I CORPORATION CONFIRM COMPLL I t: 1 10(12 RE#1SIaNS PER CUSTOMER MARK-UPS PERMIT C PLLIE.:IL: STATE: GA 1ST FLOOR ELEC SHEET #: •4 OF 9.3 DBL LOW "E" GLASS SYMBOL CALL SIZE TYPE THKNS MAT'L R.O. SYMBOL CALL SIZE AREA "U" HEAT Loss ROUGH OPENING LIGHT VENT EGRESS NAME NAME (sF) (BTU/HR-F) E 2068 HOLLOW CORE 1 3/8" WOOD 26"X 82 1/2" ` 1 3046 8.6 .37 6.38 38 1/8"X 59" 11.31 152 Y F 2668 HOLLOW CORE 1 3/8" WOOD 32"X 82 1/2° 2 24210 7.74 .37 2.86 s 30 1/8"X 37" 5.11 2.44 N H 2068 B1-FOLD 1 3/8" METAL 25 1/2"X 82" 3 2852 15.4 .37 5.69 34 1/8" X 65" 11.32 5.70 Y HH 4068 BI-FOLD 1 3/8" METAL 49 1/2"X 82" 4 2842 12.55 .37 4.64 34 1/8"X 53" 9.21 4.48 N J 5068 BI-FOLD 1 3/8" METAL 61 1/2"X 82" • 5 3052 17.20 ,37 6.38 38 1/8°X 65° 13.13 6.44 Y K 2068 BI-FOLD 1 3/8" WOOD 25 1/2"X 82" 6 2856 MULLED 32.8 .37 11.39 68 3/4"X 69" 23.80 12.40 Y KK 4068 B1-FOLD 1 3/8" WOOD 49 1/2"X 82" 7 3052 MULLED 34.4 .37 12.76 76 3/4"X 65" 26.27 12.88 Y L 2568 BI-FOLD 1 3/8" WOOD 32"X 82" 8 2856 16.4- .37 5.6g 34- 1/8" X 69" 11.9 6.2 Y LL 5068 BI-FOLD 1 3/8" WOOD 61 1/2"X 82" 9 2862 18.24 .37 5.6g 34 1/8" X 77" 13.5 7.0 Y M 4068 BI-PASS 1 3/8" WOOD 50"X 83" 10 2852 TPL ML 46.2 .37 17.07 103 3/8"X 65" 34.91 17:13 V N 5068 BI-PASS 1 3/8" WOOD 62"X 83" 11 3053 11.13 ,38 4.22 30 1/4"X 53" 9.29 4.32 N P 2668 POCKET 1 3/8" WOOD 62"X 82" 12 3653 13.34 ,38 5.06 _36 1/4"X 53" 11.35 5.25 Y Q 2668 BI-FOLD 1 3/8" METAL 31 1/2"X 82" 13 7853 29,33 .38 1116 78 3/4"X 53 3/4" 23,50 12.29 Y R 6068 B1-PASS 1 3/8" WOOD 74"X 83" 14 30' BAY 32.3 .31 10.01 76 1/2"X 61 7/8" 23.10 13.01 Y T 3068 HOLLOW CORE 1 3/8" WOOD 38"X 82 1/2" APPROVED BY 15 TRANSOM 5.80 .38 2.20 38"X 22" 4.66 0.00 N TT 2868 HOLLOW CORE 1 3/8" WOOD 34"X 82 1/2" 16 WEH BOW (3) 27.66 .38 10.51 70 1/2"X 56 1/2" 17.00 14.44 Y V 2068 POCKET 1 3/8" WOOD 50"X 82" NOV -4 2019,,,, ,r 17 WEH BOW (4) 36,39 .38 13.82 92 3/4"X 56 1/2" 22.67 14.44 Y 18 WEH BOW (5) 44.82 .38 17.03 114 1/4"X 58 1/2" 28.33 14.44 Y WALLS CLG FLOOR . 19 • TRAPAZOID 6.32 .38 240 71 3/4"X 16 1/16" 4.62 0.00 N TYPE "U" TYPE "U" TYPE "U" NIPI\C 20 . 2335 16 .38 3.26 SAFETY GLAZED 8,6 0,00 N 2X6 .058 R-30 .034 R-19 .049 21 2022 6.7 .38 2.54 26 1/8"X 37 1/4" 4.0 2.3 N EXTERIOR DOORS NOTES: • OSS ROUGH OPENING-F) LIGHT SYMBOL CALL SIZE AREA "U" HEAT GHT VENT SKYLIGHTS 1) EVERY SLEEPING ROOM SHALL HAVE AN EXTERIOR DOOR OR EMERGENCY EGRESS WINDOW NAME (SF CHEAT -F) OPERABLE FROM THE INSIDE WITH OUT THE USE OF TOOLS. 5.7 SQ. FT. MINIMUM AREA SIZE AREA "U" HT LOSS WITH A MINIMUM DIMENSION OF 24" HEIGHT AND 20" WIDTH WITH A SILL HEIGHT OF 44" ABOVE THE A 3' PLAIN 21.57 .133 2.86 38"X 81 3/4" 0.00 20.00 _ (SF) FINISHED FLOOR (MAXIMUM) IN EACH HABITABLE SPACE. B 2' $" W / GLASS 19.30 .358 6.90 34"X B1 3/A° ¢48 17 76 - 2) SPACES MEETING MINIMUM HABITABLE SPACE REQUIREMENTS (70 SF & 7 FT IN HEIGHT) 1632 3.5 ,39 1.36 SHALL COMPLY WITH HABITABLE SPACE REQUIREMENTS FOR LIGHT, VENT & B 2' 8" PLAIN 19.30 .133 2.56 34°X 81 3/4" DAD 17.76 EGRESS. 1648 5.3 .39 2.06 C 3' SINGLE SIDELIGHT 30.51 .152 4.63 53 3/4"X 61 3/4" 1.25 20.00 3) ANY WINDOW OR DOOR USED IN AN AREA OF THE PLAN THAT NC. CODE WOULD REQUIRE 0 3' NIL SIDELIGHT 39.59 .164 6.49 69 3/4"X 81 3/4" 250 20.04 2424 4 .39 1.56 SAFETY GLAZING THE GLAZING IN THAT DOOR OR WINDOW WILL HAVE SAFETY GLAZING. G 6FT SGD 40.11 .39 15.64 71 3/4"X 80 1/2" 31.3 15.89 2432 5.3 .39 2,06 4-) EXTERIOR OPENINGS ARE TO BE TESTED AT 25 MPH WIND VELOCITY TO SHOW COMPLIANCE WITH THE FOLLOWING LIMITS: S 3' 2-LITE 21.57 .149 3.21 38"X 81 3/4" 2.00 20.00 3046 9.6 .39 3.74 * WINDOWS - .3 CFM PER FOOT OF SASH CRACK 0 8FT SGD 54.66 .39 21.31 96"X 82" 44.20 2211 * SWING POOR - 1 CFM PER SQUARE FOOT * SLIDING DOOR -- .3 CFM PER SQUARE FOOT u 6FT SWING PAT10 42.68 .39 16.64 74 1/2"X 82 1/2" 19,54 20.00 NO DATE - REVISION / DESCRIPTION BY ' STARTED: 9122 109 DEALER: ABS-HALL & HULL ARCH, SCALE: DO NOT SCALE CO #: 5057109 "' SALSLES: 'CUSTOMER: GOODE DRAWN BY: WM SN: CORPORATION(�'��1 n]� DATE: RC REP: AL SEIDEL HR-GUST. \..J�.J ��t.11 1r1�T� V 1 V , PoRMIT SET COMPLETE: ,STATE: GA DOOR & WINDOW SCH. SHEET #: 5 OF 9.3 ` *CRAWLSPACE FOUNDATION VENTILATION PROVIDED PER HIGH WIND ZONE- SPECIAL_NOTES: REFERENCED STATE CODE. MINIMUM REQUIRED VENTILATION i ANCHOR BOLT SPACING IN 110 MPH WIND SPEED AREAS OR GREATER (3-SEC SHALL BE 6.08 SF (912 SF / 150). GUST) SHALL HAVE ANCHOR BOLT SPACING AS FOLLOWS: A. WITHIN 1'-0' OF BUILDING CORNERS AND EACH END OF THE SILL PLATE 38'-0" 10'-0" SECTION: r- . - %" ANCHOR BOLTS 0 39' O.C. B. INTERIOR ZONES: " ANCHOR BOLTS 0 45" O.C. 2. ANCHOR BOLT SPACING SHOWN IS FOR SHEAR AND UPLIFT LOADS ONLY A LOCAL DESIGN PROFESSIONAL SHALL BE CONSULTED TO FOR DESIGN FOR , 3. HOLD-DOWN SOIL LOADS. LOADS SHOWN ARE MINIMUM AND SHALL BE INCORPORATED INTO r \I THE DESIGN OF THE FOUNDATION. AWL SPACE ACCESS WI1H ENTRY LIGHT(LOCATION MAY VARY) 20OB-IRC 18'X 24" (M15) 10" CONCRETE OR BLOCK / 24'-0" W 1-STORY *SWATCH&LIGHT BY OTHERS FOUNDATION WALL, OR AS 7:12 PITCH (MAX) FLOOR GIRDER BEAMS LOCAL CODE DICTATES 9'-0" SIDEWALL(MAX) SPAN (lNcliSs) "a ? /41EMBER GRADE/ FLO 30 PSF 40/45 PSF BO/85 PSF 70170 PSF 90/85 PSF I 1B` % 10" CONCRETE FOOTING 1 1-1/2"x9-1/4" on. 135' 102" 97.5' 90.25" 87.25" B2" 2 1-1/2"x9-1/4" LVL 170' 1144.25'1 138' 127.25" 12125" 115.75" 1: APPLICABLE TD HOUSE WIDTHS UP TD 27'-4', MODULE WIDTHS UP TO 184' - 7'-3" 7 7'-3" 7'-3" 9'-0" - 2: 1-VI.IS 2.0E WITH Fb = 2925 PSI 7'-3".� 14 _ 21'-9`— 29'-0"— 3: MEMBERS SHOWN ARE FOR EACH MODULE 4: LOADS INCLUDE RSL(UNBALANCED); ROL= 7 PSF AND ATTIC LOAD - 2O PSF (STORAGE- WHERE APPLICABLE) OR ATTIC IJVE LOAD= 40 PSF __ r _ _ - (HABITABLE- WHERE APPLICABLE) p . 1 1 LH 1 —�- 1 5: SPANS SHOWN ARE FOR 2 MEMBERS EFFECTIVE AND FASTENED IN I -ACCORDANCE YATH NER 272 OR NY BUILDING CODE TABLE 23049.1 ---� -��1 ...__1 - —I 18" X 18" CONCRETE BLOCK MORE(C)AWL 53.8 L FLOOR LOAD ONLY 4-- ,SPEDIAL NOTE TO BUILDER/DEALER: " 1. THIS FOUNDATION PLAN 1S FOR DIMENSIONAL USE ONLY. FOUNDATION CO" X 24" X FOOTING WALLS, FOOTINGS, COLUMNS, PIERS AND SLAB SHALL BE DESIGNED BY CONCRETE FOOTING 1 iNt` OTHERS TO MEET STATE AND/OR LOCAL CODES. RITZ-CRAFT CORP- cr NOTE: l ORATION ASSUMES NO RESPONSIBILITY FOR ERRORS IN CONSTRUCTION I Q OF THE FOUNDATION. ANY AND ALL FOUNDATIONS ARE TO BE CHECKED IN This foundation plan is typical and Is meant to AND VERIFIED AGAINST THE FLOOR PLAN (BUILDERS COPY) BY THE ANCHOR BOLTS TO START 12" FROM EACH END indicate pier spacing requirements only. This n, BUILDER/DEALER PRIOR TO CONSTRUCTION. OF FOUNDATION AND CONTINUE 0 8'-0" O.C. foundation print reflects the exact dimensions 'z > 2. RITZ-CRAFT CORPORATION WILL NOT ASSUME ANY RESPONSIBIUTY ANCHOR BOLTS SHALL BE PLACED SO AS of the floarplan. Any gaps at the marriage wall s ' IF 11€ THE BUILDER/DEALER/OWNER EXCEEDS THE MAXIMUM COLUMN NOT TO INTERFERE WITH FLOOR JOISTS during set will require adjustments in the 41¢ Y SPACING AS SHOWN ON THE SPAN CHART BELOW. foundation plan. g . 3. THE WINDOW CENTERUNE LOCATIONS FOR RAISED RANCH ,Si AND SPLIT-LEVEL MODELS SHALL BE OBTAINED FROM THE L^ _1 BUILDER'S COPY OF THE FLOOR PLAN. L_ J FOUNDATION NOTES: I r-- r--- r^-- r d 1. FOUNDATION TO BE DESG1NED TO MEET LOCAL SITE CONDITIONS. 8. FOUNDATION DRAINAGE SHALL BE PROVIDED AS DETERMINED g-�� 1 1 I 1 2. ALL NOTES STATING `IN-FIELD'. 'FIELD", "BY BUILDER" BY THE GOVERNING LOCAL CODE. APPROVED BY 1 I I OR BY OWNER" ARE OBLIGATIONS PERTAINING TO THE BUILDER O. ALL PORCH FOUNDATIONS SHALL BE MECHANICALLY 71ED INTO I-_—1 i..—._1 L.T_I L—1 I OR DEALER. THE HOUSE FOUNDATION. 3_ ALL FOOTINGS SHALL EXTEND BELOW THE FROST LINE OF THE 10. BASEMENT COLUMN SUPPORT SHALL BE PROVIDED FOR ALL. 4'-11" 7,-% 7'-8" LOCALITY. MARRIAGE WALL OPENINGS GREAIttt THAN 48" (4'-9"). NOV - 4 2O 4. CONCRETE 51.00K PIERS SHALL BE LAID IN TYPE"M` OR "5' (ONE COLUMN SUPPORT SHALL BE UNDER EACH END OF SPAN) MORTAR. 11. SILL PLATE ANCHORING SHALL BE AS FOLLOWS: 5. 18" X 24" (MIN) ACCESS SHALL BE PROVIDED FOR EACH CRAWLSPACE. 1/2" X 15" (W/ 2" HOOKS) ANCHOR BOLTS EMBEDDED 15' INTO 6. CRAWL SPACE VENTILATION SHALL BE IN ACCORDANCE W/780 CMR 3804.9.1 MASONRY. oNted 7. COMPLETE FOUNDATION IS BY OWNER, INCLUDING FOOTING DRAINS, SPACING OF ANCHOR BOLTS SHALL BE 12" FROM CORNERS IN (�� VAPOR BARRIER, SILL PLATE, 1��/2" X 15' ANCHOR BOLTS, STAIR EACH DIRECTION, AND B'-0" 0.0. ALONG THE LENGTH OF THE , AREA, SLAB AND FOOTING REINFORCEMENT, BACKFILL, WATER- WALL. . PROOFING AND ALL FINISH WORK BELOW THE SILL PLATE. ANCHOR BOLTS SHALL BE PLACED WITHIN 12" IN EITHER DIRECTION OF ANY OPENINGS. SEE HIGH WIND ZONE NOTES FOR SUPPLEMENTAL FASTENING 12. BASED ON 2000 PSF SOIL-BEARING CAPACITY NO DATE REVISION / DESCRIPTION BY STARTED: 9/22/09-DEALER: ABS-HALL & HULL ARCH. SCALE: DO NOT SCALE CO #: 5057109 FzITzacRAF-1 TO SALES: SALES: CUSTOMER: GOODE DRAWN BY: WM SN: DATE: RC REP: AL SEIDEL HR-OUST. CORPORATION PERSET CO , MT COMPLETE: " STATE: GA FOUNDATION SHEET #: s OF 9.3 I TRUSS 24' WIDE 9/12 624 i1Ij I , , , I 1 _ ---- 44T- _ i, r 0 . _ , r,- r ,, 1 lIi i i ,11a1II11111 ++ r ' I , I I r , FRONT ELEVATION RIGHT ELEVATION APPROVED.BY 24' WIDE 9/12 NOV --42009 i '.Q.13111111M. at "4"57 1 ,.,,,T1,,,,. mi u , Ti. i1RiuuI REAR ELEVATION I EFT-_ELEVA_T_IC-\I NO DATE REVISION / DESCRIPTION BY ■ STARTED 9J22'09 H.I TZ CRAFT To SALES: DEALER: ABS—HALL Sc: HULL ARCH.SCALE DO NOT SCALE CO #: 5057109 "'� SALES: CUSTOMER: GOODE DRAWN BY: WM SN: DATE: - RC REP: AL SEIDEL HR--OUST. 1 10/12 REVISIONS PER CUSTOMER MARK-UPS Mt CORPORATION P MI SET COM�PTEf STA f L: GA ELEVATIONS SHEET #: 7 OF 9.3 TRUSS 24' WIDE 9/12 624 R , , , , ,,, , ....... _. , . _ _ _ '=a ' q � i G T --_ 1----'—'a 1 11'II I 1'I Ril tt k'II I '11 I c ■ FRONT ELEVATION RIGHT ELEVATION APPROVED 'BY 24' WIDE 9/12 NOV -4 201:9 PINC MI u ' .I I.. ..z- 1 EMI agaik REAR ELEVATION I _EFT:_EL�VA_T_I.O-N: -� NO DATE REVISION / DESCRIPTION BY STARTED: 9/22/09 ,DEALER: ABS-HALL & HULL ARCH.SCALE: DO NOT SCALE CO #: 5057109 TO SALES: am SALES: CUSTOMER: GOODE DRAWN BY: WM SN: DATE: RC REP: AL SEIDEL HR -GUST. CONFIRM COMPLETE: 1 _ 10/12 REVISIONS PER CUSTOM MARK—UPS M C O RP Q C TI � PERMIT SET COMPLETE: STA I k: GA ELEVATIONS SHEET is: 7 OF 9,3 ** — AIR ADMITTANCE VALVES MAY BE USED J.jl_j� 1 i* f, '" Sate ti *fir 'i' 3xT -" _f'' !`_*#`1.'j I V1\ Z. SAN` t" L �y w 2�it„ 'e,4 SX3 'y �Op� \`. \` lyy�, 4* L.-- \ N. Sqy 2h \• N.%�`.. y. h 4 ^'" :<..--'C" �> \ \ �v 2h 4sj� lTjy `7 L \\ 2h 3.:54: �� ..∎* .r S7ti0 �'�` Cr Te£.2 j2,� D, `\\` �`\,.� , � ��0 �* o \ 3" ,.f�X 2 yFNr \�"\ N ifyq'w6-6, \N. Q �8,s, 2 j2 'LI .�,�3n C O `\\ .1117k"-'1 tz�2 I1 1 \`` I ?r `4A,2" `�I�n�1" \ `Y \\�\ C/0 ■ [V CC 2' t ```\\ SqN.?4� r0 \. K1'' APPROVED iiiii,t Fr o. NOV -4 cQ y '.. y� INC NO DATE t REVISION / DESCRIPTION ' BY STARTED: 9/22/09 DEALER: ABS-HALL & HULL ARCH.SCALE: ITO SALES: DO NOT SCALE CO #: 5057109 — SALES: CUSTOMER: GOODE DRAWN BY: WM SN: DATE: - RC REP: AL SEIDEL HR—GUST. C C R P O RAT I O N CONFIRM COMPLETE: PERMIT SET COMPLETE: _ STATE: GA D�IIV SCHEMATIC SHEET 8 OF 9.3 \ ■ COLD HOT (3/4" OR) ( (3/4" DIA) PLUMBING NOTES GATE VALVE 1. All drainage piping materials are schedule 40 PVC or ABS. T&P RELIEF VALVE SET FOR 125 PSI 1 DIELECTRIC UNION 2. All plumbing below first floor by others. DWV connections between floors by others (Two ® 210 DEG F, 100,000 BTU CAPACITY !"� Story Models-See Drawings). (PER MANUFACTURES INSTRUCTIONS) 3. All field plumbing per applicable local and state codes. 4. In-plant fixture drains and all open pipe shall be protected or capped and labeled in 3/4" WATER HEATER transport. 5. All vertical copper lines supported at 4"-0"o.c. (max)intervals. AIR GAP (2" MIN, 6" MAX) IN HEATED SPA 6. • Horizontal waste lines shall be sloped at 114" per foot(min), except 3" diameter or larger FLOOR DRAIN 3" X 2" FLOOR HEATER PAN (SEE NOTE P2801.5) pipes which may be sloped at 1/8" per foot. 7. Hose bibs shall be 3/4"with approved backfiow preventer and shall be frostfree. TO BUILDING CRAIN (10' MAX TO VEN _A REDUCER 8. Water heater and house drain connections in field by others. 3" TRAP (DEEP SEAL OR PRIMED TRAP-)--- OPTION. 9. All solder shall be lead free. 2" 10. See Plumbing layout for vent size. BASEMENT OPTION WATER HEATER DETAIL 11. Dishwashers may not drain through garbage disposal. 12. Shut-offs shall be installed at the cold water inlet on all fixtures. 13. Ali copper piping shall be rigid Type"L". WATER HEATER SUPPLIED & INSTALLED IN FIELD BY OTHERS - ALL MODELS 14. Anti-scald devices shall be installed on all tub and shower diverters. 15. A fixture trap or a fixture with integral trap, readily removable without disturbing concealed piping shall be acceptable as a cleanout equivalent per 2006 1PC with 2007, 2008 &2009 Amendments. TABLE 906.1 16. Air Admittance Valves to be installed on site by others after system complete and has MAXIMUM DISTANCE OF FIXTURE TRAP FROM VENT been tested. , SIZE OF DISTANCE TRAP SLOPE FROM TRAP (INCHES) (INCH PER FOOT) (FEET) MECHANICAL NOTES 1 1/4" 1/4" 5 • 1. Infiltration Date: 1 1/2" 1/4" 6 Windows: 0.3 CFM per linear foot of crack Sliding Glass Doors: 0.3 CFM per square foot 2 1/4" 8 2. Thermostat Ranges: 3 1/8" 12 Heating Only: 45 to 75 degrees 4 1/8" 16 Heating and Cooling: 45 to 85 degrees 3. All gas piping and venting in filed by others. 4. Exterior openings shall be tested to 25 MPH (min)wind velocity. 5. Artificial light and mechanical ventilation provided in kitchens and baths. 6. All equipment to be listed and installed in accordance with manufacturer's instructions. 7. All heating pipes located in unheated areas shall be insulated per 2006 IRO WI 2007, APPROVED BY 2008 &2009 Admendments. * GC FURNISHED 8. Nonelectric heating systems shall have an auto-setback thermostat (1 per zone). EXTENSION Electric heating systems shall have one main auto-setback Thermostat. WA.[ERI1GHT d- NOV -4 2OO I 9. Al) HVAC equipment in-field by others. * FLASHNG 800 (BY GC) ATTIC VENTILATION ROOF LINE '`° " Attic spaces shall be ventilated with weather protected vents with appropriate areas as follows: k Gabled roofs shall be provided with a net area equal to 1/150 of the horizontal area to be COUPLING ventilated. Required area may be reduced to 11300 provided at least 50% of the required area is located in the upper portion of the space to be ventilated•at least 3'-0" above cornice or eave TYP VENT vents with the remainder provide by cornice or eave vents. VENZ-P-E-N-ET- ATI-0A-D T,4 L NO DATE REVISION / DESCRIPTION BY STARTED: TO SALES: 9/22/" DEALER: ABS-HALL& HULL ARCH. SCALE DO NOT SCALE CO {k 5057100 RITZ-CRAFT SALES: CUSTOMER: GOODE DRAWN BY: WM SN: CORPORATION DATA RC REP. AL SEIDEL HR-OUST. CONFIRM, PERMIT SET COMPLETE: STATE: GA NOTES PLUMBING SHEET 8,1 OF 9.3 - F:MFR/ /44). " 3Ja` 1) BELOW—FLOOR WATER LINES INSTALLED IN FIELD BY 1, 314 ��1 OTHERS (3/4" MIN) 2) SHUT—OFF VALVES PROVIDED ON EACH SUPPLY LINE OS W�R OR TxTry S1�C° AT EACH FIXTURE �p l II PRktS. "744.3/¢y ,� rX, 3) WATER HAMMER ARRESTORS SHALL COMPLY WITH ASSE 1010 AND SHALL BE INSTALLED PER �7 MANUFACTURER'S INSTALLATION INSTRUCTIONS 4F /�" •WIG „ 4) FOR HOT SUPPLY LINES OMIT W/C's, INLET, AND 1 J' r° 1 J`„ 1l ° ICEMAKER 0- k.si 5) EXTERIOR FAUCETS TO BE FINISHED ON—SITE 'kg t BY OTHERS. E11 7',7, i,F'7/<„ /" 119: 1 j2, 8 Uh4A V.‘- l-N\ • Fk3/¢b "314;' /4 All: 1 if, 10EM ER 1-4--'724 UO ele I /2 1j�" 1JS3 •KJ wA-s1QR ,�,o� ,� „%�ja"x�1�„ �" "x11 "X1 J� '�?" �I , E � RFgR�� 5J� J � • � 31 �� r`� 3J �J'�'x�{J[e y.Arlit; •3/4'1 'x" L,� IOC' e/?b „ �J�„x�J `x11f 314 t APPROVED BY 11 c J5�ia�ER '/fib `keel, 6'4'y G/GC INS, NO DATE REVISION / DESCRIPTION BY STARTED: 9/22/09 DEALER: ABS—HALL & HULL ARCH. SCALE: DO NOT SCALE CO RITZ-CRAFT TO SALES: #: 5057109 SALES: CUSTOMER: GOODS DRAWN BY: YVM SN: -` DATE: RC REP: AL SEIDEL HR-CUST. CORPORATION PERMIT SET T COMPLETE: STATE: CONFIRM COMPLETE: GA SUPPLY SCHEMATIC SHEET 8.2 OF 9.3 TUB/SHOWERS COMPLY WITH 2006 INTERNATIO\AL PLUMBING CODE WITH 2007,2008 & .2009 AMENDMENTS. Plumbing Fixture Schedule 7-I `\ Trap Vent Supply Size a - Description Material Manufacturer (in) D.F.U. Size Size HOT i COLD a Double Bowl Kitchen Sink Steel TEKA 1 1/2" 2" 1/2" 1/2" 2 60A TUB/SHOWER Double Bowl Kitchen Sink Composite SWANSTONE 1 1/2" 2" 112" 1/2" 2 LASCO-SOAKER Single Bowl Kitchen Sink Composite SWANSTONE 1 1/2" 2" 1/2" 1/2" 2 Lavatory Sink Porcetein MANCESA 1 1/2" 2" 1/2" - 1/2" I o Lavatory Sink Cultured Marble LAMTECH 1 1/2" 2" 1/2" 1/2" 1 V--- Utility Sink PLASTIC MUSTEE 1 1/2" Z' 1/2" 112" 2 Water Closet (STD) Porcelein BRIGGS N/A 2" 1/2" 1/2" 4 0 Water Closet (Elongated) Porcelein BRIGGS N/A 2" 1/2" 1/2" 4 / \ f Washer Box PLASTIC OATY 2" 2" 1/2" 1/2" 3 GARDEN TUB 364 SHOWER Garbage Disposal STEEL GE 1 1/2" N/A 1/2" 1/2" N/A Dishwasher PLASTIC/STEEL GE 11/2" N/A 1/2" 1/2" 2 Garden Tub FIBERGLASS LASCO 2" 2" 1/2" 1/2" 2 ',,. / \ : 60" Tub Shower FIBERGLASS LASCO 2" 2" 1/2" 1/2" 2 0 `� v Soaker Tub FIBERGLASS LAS CO 2" 2" 1/2" 1/2" 2 Whirlpool Tub FIBERGLASS LASCO 2" 2" 1/2" 1/2" 2 APPROVED 48" SHOWER Corner Soaker FIBERGLASS LASCO 2" 2" 1/2" 1/2" 2 NOV - 4 2009 Venus Tub FIBERGLASS LASCO 2" 2" 1/2" 1/2" 2 - 1Shower FIBERGLASS LASCO 2" 2" 1/2" 1/2" 2 Kuri Sculptor Tub FIBERGLASS LASCO 2" 2" 1/2" 1/2" 2 I'\ _ 0 50 gal. Water Heater S IEEL WHIRLPOOL 3" 2" 1/2" 1/2" N/A Hose Bib ZINC/STEEL MUELLER N/A 2" 1/2" 1/2" N/A 1 ' - 60" SHOWER NO DATE REVISION / DESCRIPTION BY _ ...rz STARTED: 9/22/09 DEALER:C IRA F CUSTOMER: ABS-HALL & HULL ARCH.SCALE: GOODE PRAWN BY: DO NOT SCALE CO , MA sN: 5057109 TO SALES:SALES; ° DATE: RC REP: AL SEIDEL HR—GUST. CORPORATION IRM COMPLETE: PERMIT SET COM-LETS: STATE: GA PLUMBING SCHEDULE SHEET #: 8.3 OF 9.3 RIDGE VENT(SID) DETAIL A SHINGLE OVER RIDGE VENT (OPT) SEE EXTERIOR FINISH INSTALLED PER DETAIL A MANUFACTURER'S INSTALLATION INSTRUCTIONS ,t A, .. OR 2006 RC, WHICHEVER IS MORE 1-1/2 X 26 GA STEEL STRAP RESTRICTIVE SIDING SHALL BE INSTALLED OVER w/ (4)-•0.131 X 3" PD NAILS R-38 INSULATION ATTACH COLLAR TIE w/ WEATHER RESISTIVE SHEATHING PAPER ON-SITE 0B)-0.131 X 3" NAILS & PER R703.2 EACH SIDE OF RIDGE SEE DETAIL C ` .` OOX STRUCTURAL ...41:r2 X 6 6.9, NO. 2 �_ ADHESIVE COVERAGE FLIP EDGE RAIL TO R-15 INSULATION LATERAL `'` X - NAIL OPPOSITE FACE -' TRUSS TOP CHORD: ON-SITE BRACE " EDGE DISTANCE (TYP ALL MAINTAIN AIR GAP FOR VENTING 1 �� (4)`-0.131 X 3" PD (4)-3/4" HOLES SIDES) 25 YR FIBERGLASS SHINGLES (STD) 1/2" OSB ROOF SHEATHING PER BAY FOR AIR FLOW (30 ' OPT) .��` NAILS EACH TRUSS 18'-3' UNDERLAYMENT AAA. sa'—s"(s'a'tl KNEE-WALL KNEE WALL CONNECTION: 7-a 1/4 1 X 4 FACTORY w/02 iXM PLATE Al SIMPSON STRONG TIE HB INSTALLED STOP "AILS OR EQUAL (Ti?). TOE SCREW BLOCK KNEE WALL TO BOTTOM CHORD TOGETHER: ICE DAM PROTECTION w/ (1)-#6 X 3" SCREW. 3 -0.131 X 3" " 23 32 MB DECKH TO EXTEND 24 INSIDE 1+�°" "---� PD NAILS PER OF EXTERIOR WALL XP R-15 R-30 SEE FASTENED 6 0.. UNE (TYP) ATI7E INSULATION DETAIL B EDGE & 10" O.C. FI: TRUSS BAY i ' \ — --------- - iii `5/8' GYPSUM CEILING BOARD N ALUMINUM FASCIA fDETA}L B 1'-0' 2 X 4 SPF #2 TOP PLATE VENTED SOFFIT 23/32" X 2-3/4" OSB 23/32" OSB STURDI-FLOOR COMPRESSION STRIP SIMPSON STRONG TIE W/ (14)-O.131 X 3" (TYP ALL BEARING WALLS) 112" GYPSUM HS OR EQUAL (TYP) i WALLBOARD (TYP ALL PD NAILS EACH SIDE 2 X 4 SPF 0 18" D.C. INTERIOR WALLS) a'-eisis) 5 x 5 OR 4 X 4 OF MATING UNE. (TYP ALL MATING WALLS) 9'-a"° VINYL SIDING t 7/18" 0S8 SHEATHING FIRESTOP INSTALLED - R-19 PG w/VB 3�$ EXTEND AROUND ENTIRE PERIMETER 3/8" X 6" LAG 2 X 6 SPF #2 SIDEWALLS OF MATING UNE (6" R-19 TYP) 1/2- DIA THROUGH-BOLT W/ WASHERS © 24 ac. 0 24" O.C. (STD) 23/32" 053 DECKING D 4'-O` O.C. (FIELD INSTALLED) OR ALTERNATE SIDES 16" O.C. (OPT) FASTENED A 8" 0.0. 2 X 4 SPF #2 BOTTOM PLATE 3/B" X 6" LAGS (FT.) 0 24- 0.0. (2)-2 X 10 SPF RAILS t r TOP AND BOTTOM EDGE & 10- O.C. FIELD • RITZ—CRAFT O. 2x10SPF #2016" O.C. f.� 2X10SPF #2018 c. Ii INSULATION AS REQ'D. BY ENERGY -� ...w� BUILDER MATING WALL GIRDER BEAM CODE, ON-SITE BY OTHERS. (4)-1-1/2" x 9-1/4 LVL 1/8" X 6" x 6" MI J DETAIL C • STEEL PLATE (MIN) I/ ' 1/2" ANCHOR BOLTS 0 B'-0" 0.C. al 1-1/2" X 26 GA STEEL STRAP TOE NAIL PERIMETER TO SILL PLATE Joists may be (MAX 12" FROM ALL CORNERS ■ w/ 0,131 X 3" NAILS @ 18" 0.C. w/ (4)- 0.131 X 3" PD NAILS **Indicates typical spacing ANCHOR BOLT TO EXTEND 7 INSTALL 1/2" 058 FROM PERIMi !tit TO EACH SIDE OF JOINT spaced at larger Intervals (24' o.c max) to AS REQUIRED WALLS INTO CONCRETE AND 15" INTO accommodate plumbing, stairs, chases, and AS REQUIRED BY MASONRY. TOP OF BOLTS TO SILL AND FASTEN w/ 0.131 X 2" (MIN) 8" O.C. other framing requirements as allowed by LOCAL CODE BE FLUSH WITH TOP ■ RAILS TOGETHER: 2 X 2 code. OF SILL PLATE (3)-0,131 X 3" PD 2 X 4 LEDGER III NAILS PER TRUSS STEEL COLUMN MI APPROVED BY BAY. FLIP ,, u.. ... . '[ •4 •i . • 'l' .t'., Vii. .t'ft, ... ..5, �•b`'•r ls,� 'w. 2 X • �� �,; NOV 4 ZOOS EDGE ''�� 4 � 'r ��� C 1-1/2" X 26 GA STEEL ��� STRAP w/ (4)-0.131 X 3" 12?—att 1V-0" PD NAILS OF JOINT it FLIP EDGE RAIL TO ,A, 24'—D" TRUSS TOP CHORD: `,�k (4)-0.131 X 3" PD NAILS `� SINGLFSTORY EACH TRUSS �`ir NO DATE REVISION / DESCRIPTION BY TZ-( STARTED: 10/22/09 DEALER: ABS-HALL & HULL ARCH. SCALE: DO NOT SCALE CO 505/109 TO SALES: SALES: CUSTOMER: GOODE DRAWN BY: RM SN: DATE: RC REP: AL SEIDEL HR CUST CORPORATION OF PA I PERMIT SET COMPLETE: STATE: GA , X-SECTIONS SHEET #: 9 OF 9.3 REScheck Software Version 4.2,0 Compliance Certificate Project Title: ARCHITECTURAL BUILDING SYSTEMS Report Date: 10/19109 Data filename: Untitled.rck Energy Code: Georgia Residential Code Location: Pembroke, Georgia Construction Type: Single Family Conditioned Floor Area: 912 ft2 Glazing Area Percentage: 15%0 Heating Degree Days: 1942 Climate Zone: 2 Construction Site: Owner/Agent: Designer/Contractor: GOODE RITZ-CRAFT OF NC Compliance PassesonUA ,r Compliance:24.7%Better Than Code Maximum UA:283 Your UA:213 Maximum SHGC:0.40 Your SHGC: 0.35 Gross Cavity Cont i' Glazing UA' s Assembly Area or : R Value i R-Value I or Door Perimeter erimeter I U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 912 30.0 0.0 32 Wall 1:Wood Frame, 16"o.c. 1116 19.0 0.0 56 Window 1:Vinyl Frame:Single Pane 146 0.360 53 SHGC:0.35 Door 1: Solid 20 0.280 6 Door 2: Glass 22 0.370 8 SHGC: 0.35 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 912 13.0 0.0 58 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Georgia Residential Code requirements in REScheck Version 4.2.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. /24),,411yL[, fy ra. f 13, 6 . ...?4'A,9G/�1L /Oho/099 Name-Title Signature Date Minimum R-Value Requirements: Basement and Crawl Walls R-5 Attic Kneewall R-18 Wall Cavity R-13 Mass Walls R-5 Roof/Ceiling R-19 Floors over unheated space R-13 Maximum Glazing Requirements: Windows/Glass Door U-Factor=0.65 with maximum SHGC=0.40 Project Title: ARCHITECTURAL BUILDING SYSTEMS Report date: 10/19/09 Data filename: Untitled.rck Page 1 of 1 APPROVED BY NOV - 4 2009 is! ; 1..... aY Y .: INC Building Systems Engineering (BSE), PLLC Charles E. Fultz, PE (803) 808--3497. RC-5057109-GA Shear Watts, Parch .Calcs Shear Wall Legend . . pg. 1. Shear Wall Calculations ' ' fli . +cif\ pg. 2 - 6 Sliding and Overturning ,' Pg�. 4FESSIONAL Interior Shear Wall Connections . 6NN ires ,,' pg. 8, 9 Shear Wall Strapping to FD4 Loads pg 1 0129/ Porch Member Legend Pg. 11 Porch Loading pg. 12 Porch Beams/Column pg. 13—19 Porch Details pg.20 - 23 APPROVED BY NOV ... 4 2009•V4.,. 'i>. 'kj • ' a INC,-s . . I N�-� r }� 4• 10/29/2009 Vi - _rte 7t ="'/ ` . 4 ! ifeoL 0 if-3* K 8 �; -r-or F-4rlef x'-Os rs,"*7 11111111.1111.111 • 9111111111111111 r�rrr---• --t rwR�a.r�■•�---air,A W 4. • I' 1r11fs t -�i I BEDROOM 0. . • 1; ._. STORAGE N� ump t M .?r . .. IL MAIN A • •OATH • - . IN ..--: :. _NNW...) 0 . .f• -'', w...�r r..rrnrrw in N A I — yssir■sl � P�1�CN,81RG I APPROVED I......�•-^ MA ' ROOM . i •OV Q MASTER a .-1 1 ' BATH _ • • - ('j. z. s`' 0 - . 1L2T40*: \1"47,46. • No a a Slag a tN2+r T DEALER: MS-HALL lit Hull ARCH. 3/I-t'- co sort b "` .ALAS: CUSTOMER: GOODE DRAM Ht RV ta . Ill , - °A RC REP: AI, SEJDEL # R--C€ ST CORPORATION COMMA c � SATE: GA 1ST FLOOR PLAN sHEET 6, a w a } DuilciiiigSS+'sttirta'Enjflt rring Chant•$11 Fultz. P1 (LO3)80 ,3491 • '149 F'-Ias6attx' rte.&TLh Blvd. Li t:'f-iUe,SC 29070 l Can r y Rt. ' Z alarm NO. 56.5710 , Cnrrcttt ni+mr. 7xt 'Stag. Cut 'MINI]SF1F r1AW.fi1.s PWt ASSC!7_05 SECUON 6.4 . . PIT't»H=. 4 / 12" Lit. EAT rtPPICI37= U' U" t-101.1/= ' 0 w F9t3.671L._•4P WE . PITCH •. 1t''-c 1Ncr I 0 w t . L NC:1„ha - 0" OP...t`Vigar 3 11711 C1:I1'.HI~NTFLOOP;= MC' 0 I1<H.4BOV.3 FLOOR= t1, }rf,--Nt Ii007.HL1<.r = ' 2 w Irwr)aPr..r. = ism tali .E: S a.- =El AIi.11-.77P1-1F..R= 1,:19 • EVDZONE= 3 ' C..t:1 NTEN11 ztzar., SThtD S.P...-1O C= 1 161" di73 Es.P .E,ITTE r.•(CToRh. Mil FOLV •3770,f. .1C1-!'f'= g ' I 01" t.tr.tlLHIrFGHT= ?'+ + 1 ;, 1Fr+01:171-Pr= SPF" • PERPENDICULAR ' MOPE PARALLEL Sl.t]1Tai. M't•It.S-HP 9 1.1 r"R.4 PsF 0 MEM END INTERIOR • 'ZONE 5 1 D. 555 5 INTERIOR.rrI:Ii1On.. MEM A 35.60 C 27,80 WALL, A • 31..1(1 C _0.60 • wolf .. B 23.?I3 13 19.111 PERPENDICULAR 41.OFE PARALLEL .5.1.C1Y> A13)USI.+.sI.)'Lf14i7LS-Ps! 0 AolUS EDla cpn,SPst; t1.Ei ZONE I LEND lINTERIOR •ZONRI . 1IND INTERIOR 5 WALL. 5 ,A 4541 C 3E.7 'WAIL A •Itl-lc C 26.6 ROOF I3 ,31111 D 24.6 5,, • INTrftE9R.'.•n..1;roam (9/2)4.s5.9)+0 t:(9}t24.7):= :31.134 ru S See pe,t,l . .j ANIL:• •.6 PLR MEI ZONE.VORCL' is/%152.}r<k15.7-}i )('3C1.9f= •4F 7 •PL1?' . .t.Imi for niapltaEltir yr' i?ea+ -vvGr1/ 40 TOTAL FORCE (313, 3t33.2)-i-(41111.7)(6)= 1.5147 •.. PO17l..1e TtAg;T E3u1atVALL t'J 147 r•3,} M - . : •7579 :U S rUI.L.33EIG TSHEAIHING= (24-4)= • . •2 •1 R3=Q32 WALL SRE1411 I INC) (7.574/ " - S • 4711 'PLR itd S1•II J (-IINCI ;1511;/16t i ME SH A a ,<G PER Asp'f ABU; ..t3»-488 PLF APPROVED FA1STVN :. 't.S WITH 8t1 NAILS 4 IN O.C. 48S 3 P117 .0 _ linT4mra��;> NOV - 4 2009 WITERIOR ZONE FOIL- (01:1)(7.6..6)+0X26.6)±(..5)(0)(26.6)_' .:339.2 .AVE: Z2A.6 MP' r .: END ZZ I4Vron.c; (9/2)(40.3). (0)(4 Oa)= 111n.t; 'Ix:1= Lliet!farLlctphtuvtt; t v • Facrp Pap.']o.Iintis:`AI1 °oc r. ' I\C' TOTAL FORCE (*.l1-G)(259.24+.(Iti0.6)(6)A 53911 :LB.S ll FORM EACH.SFI7t wA1.t.. (5.1;i0/21= 2P5. 'LBS Fi.)i.L.FF1~.IGFi'i'littA'I'1'13T1G= (5N-15...15)= :7-:-75. n• . =VIREO V7.FeLSI.3RA'37II1:G'= (205/22.75) 1.18 ill:IN SiBATHIi3G US1.7,/16th$o46S14 A11}3ING' .' . .PER A. TABLE•I.tA=336 PLIi . 0 C't STEi~I'1 Cr,s 11""IN&I.NrUIIS t5 It`:9.11, . . . I .•336?.118•P I:.F •:OR: 1. .CpPYngisr.CI 2U9 littzlctingSystrrra Ettgtttetaiatg INV..I RESIDENTIAL ELECTRICAL LOAD CALCULATIONS PER National Electrical Code 2008 PAGE 9.1 OF 9.3 MANUFACTURER: Ritz-Craft MODEL: CO#5057109/HR CUSTOM SIZE: 24.00 FT. W. X 38.00 FT. L. DATE: 19-Oct-09 # OF FLOORS: 1 SIZE OF MAIN: 100 AMPS MINIMUM 1. A. LIGHTING- DWELLING FLOOR AREA: 912 @ 3 WATTS/SF = 2736 WATTS B. PORTABLE APPLIANCE- NO. OF CIRCUITS: 3 @ 1500 WATTS EA = 4500 WATTS C. LAUNDRY-NUMBER OF CIRCUITS: 1 @ 1500 WATTS EA= 1500 WATTS D: WATER HEATER: 4500 WATTS @ 125% = 5625 WATTS E. DISHWASHER (RATING: 6.2 AMPS) 744 WATTS F. DISPOSAL (RATING: 0 AMPS) N/A G. RANGE (SIZE: 10.5 Kw) 10500 WATTS H. DRYER (SIZE: 5.6 Kw) 5600 WATTS I. WALL MOUNTED OVEN (SIZE: 0 Kw) N/A J. FURNACE BLOWER 1440 WATTS K. TRASH COMPACTOR (RATING: 0 AMPS) N/A L. OTHER (SPARE CIRCUITS- 20 AMP): 1 @ 1500 WATTS EA 1500 WATTS TOTAL 34,145 WATTS 2. A. FIRST 10,000 WATTS © 100% 10000 WATTS B. REMAINDER @ 40% 9658 WATTS 3. A. AIR-CONDITIONING @ 100% SIZE: 2.5 TONS 3050 WATTS B. CENTRAL ELEC HEATING @165% (RATING: 0 Kw) N/A C. ELECTRIC BASEBOARD HEATERS: NUMBER OF UNITS: 0 TOTAL WATTS: 0 N/A (65% OF NAMEPLATE RATING) TOTAL WATTAGE OF FEEDER =2A. + 2B. + THE GREATER OF 3A., 3B. OR 3C. 10000 WATTS + 9658 WATTS + 3050 WATTS TOTAL WATTAGE = 22,708 /240 VOLTS = 94.62 AMPS TOTAL 15 AMP GENERAL RECEPTACLE CIRCUITS REQUIRED = 2 APPROVED BY Nov - 42009 `4 ` : 1c, .....- R6 5--- 572 71 oci — 4 wicvli 1491 le5eit i&,( \ 2.5-0 pfF 314 PIF ram 1 4-pi e PPM st-Elie _e:x. 1111111111=1.1154 . I 11" T' IIIIIKlrAIMIVr -"f- la—Nriati. P: =1111•1111111111111111111111111111111111.0.11•111111111111M111111111111 MEI 0 gli • i , 1 ...-, . I - ' ..._\, BEDROOM #2 . ' E r v. LIVING ROOM I "STORAGE lig 1 /11 MAIN 1 BA11-1 13 al i' k S q r-----1 rj t3t ----,-- — '.--i--...- -i E ( , 101111 :1= PORCH SY RC • VIC. __ I i __ . . ______ [- APPROVED BY • , . --,-,111. MASTER • XITCHEN DINING DRM' , ROOM f BEOO ° -•'"1. • 1 •■-• .7 i . '› —illt • II .. 10 ---> a 4 ' MASTER ' e.-/ n_......„_ia,i' ‹e I\A II - il! I NOV — 4 i 2009 . ,. I BATH if 1 - st i siNtINININNInsm I 1-.-^ 11..1)3(e' ILA.I 7■4151a. t^lal Y4jr 1 1■'10,1*1 1 2. 1*15.I I WILIr A ir- • \r--23ie \5-R -' I i \4\...„. :40 DATE- REviocr4 /nEmmitm _. tar in ,TizircRAFT. %s'A--0--Ft-e ---D:5, —1)EALER: ABS- ez HULL ARCH, SOALEt 3/1e-r-ir CO IIIMIIIIMOME RI --aUSTOMER: 1P-6 -----7--- --fiC REP: AL STELE r)RAVA4 ElY;HR—GUST flu al: Cmimillimmmull 0 RP 0 RAT1 0 N.--'7::' . STA1E: GA 1T FLOOR PLAN SI4F-E.7 km— 3 OFD MOM -:, • •Buildtng Systetns Eugtneesing, PLIZ 1.49 Ha rbou.r Watch Bivci, 5- Charles E. Fultz;P.E. Leesville, 8C•29070 SI-TEET OF • Wilarn E.Fultz,ai. (803) 808-3491 (803) 808-3491 . erengi-Clkibtcpmm.get tvii31r/.4pbtcarrtrrt_net. 1• . .4... .....,-.•>4.-",,,,,%•-"'",, "71 (.0217,.„1", ......, /fn.:. Z... • . . ,• tr ...., BY f.:..-6 :DATE 'SCALE - ..••• . ..- . ................ ........4.-••■■-■-•,-.7.?...4-.--....-......."•+.0,^•-•••••••••••••■•••••••::,,,,,.....-....,...................,..,.....,.....................-..... . ..„,,...,,,,,_._,..........,.....„....„.s.- . . . ; • : .; f .• . .. • • ' •• I .- i 1. .:. r :'• : -.F. ... / .• . . . 'to ; ;• • . . i. 7 7 •7 •:: : • : • :. • .... 7...• ..„'....;.- ,- ,-. '....„ -L. ...-. ::. ..1 ' ....-- : : * " . i iov BY •.:•• -...• • '....-.1 ....I: 7. 1 I 1 4.7........ :....,..7___.__.._:,.'.....•'•...;.,:...:....,_. !___:,_:.,,,_.,::._:._.....::.:-; •.'• •:... ; ..... f •i 1 . '.. . : ' :. •": i • .: . .7. .• - 7."7 " i' Ii • .. . . . : • : : : - 1.• ••.: - .,,.____. ..............._-_,......; • e::/.' _..... 3 2.,..._:•..._...:_;•......:i....____-___::_,_...1:_,._...:.•1:.f:.......,........,,..J.._: .--i..._J_.,-f:.:.:::L: 3:.._...l-,...V.1:.. •: ..."-',.--........ (,1 0.1, .1i,4• _2*. .00 „ __• _• .__,.... I : . • i i: : . i i 1 1 .: . . • ,Z : 1 .. i. :f :" • • :, .1. 1 s 1 o ... ... .. ' C., .,,,..,,,,. . • • • : :. i L. • . .••••• -1,. -',.• ..* ::.; ... ' .• • 1.••••".• ?. .../"...7-(.: ,:ri.• '.: .. . . ... ...• .z....:)„..,,-.7, : .: i i .•:, • : : • 4 - . : : ., . ,ii. 4.. ;4 .1 ' . ( : ,. ; - ••• . • :. :. -7-4- : f••• t C.,..or. .*: . il, •r...... . „ ''''' tt,f.:,:t: '•-...1....,IL.,. i - ?t. ..4.L•7.-)..-..1•". --':,,.-......•..,..t:.'-,.:.......,,..-.......-......","••--l••.,__,i....1.,-..-i.......1 1 •:i •; i. . .:•-:-.;.■.--*.e =:i"_--•:' -..I L..- .,1.....:.. --.. . ' :• . • 'r.!.. I• N?1,;•...:., , • _ :....1.--:. :•• . .. '1.:..*:1:: ....i.,) •t 1 ':' i 1 .. : : . : .: . : t; • i : : . . - ' ',. j , ..:: ', ',. ; I:- i• = ': : = : : ..t' :t.. = '.. ': . , • • • f i - . • - . : • . - }.-.,....... • ., i. ; , . ‘ 6: I.:2s cip...,:.._..,_s... ...e.?....t.. .4041..s..7 .. . . , ... . . . . • . • • . • :: . . • . . . . . . .- ! i :. I. 1. : i „, • r.......:___ . •• :, : ... • . f • • ; . , _ . 5 27"....•;17. .;L'..).„0.•,..,,::_.0._.:74:::21,•:.,;;,....Q771.::::::13.2s.t4_.:.:.p112:7-•....„•.....•,...:.:- .....:,..... ..... ... .._ .:..... ....... ....4._.:....::. :. . , . -. 'i r ,dig - :•• f I'„,-,..›- ,.o.**."*..--, 1 : . ...I 7 :* . • • . . ...; t • ,, • . • . I. ... ..i T. ,i. .7 •?. .:, , ... :. :. "i..: :., •; , .. ...:. •• •f, •;,, .. : . : . . . . • • I • ,,.. ‘....._.......,,,:1 0:••4.j.1" ...., . . .:• ,r17: .g• .• , i' ,.-I4 24 el ..:-..." ..,.. • .,_,.---',..-...',. .: .. ....,,s reb.,. .w' 1,. " .4.----_-0 ,eit,•-. ,---- :: a.,-,-,e. i.. • . -.. ..F.... ...4.I•41.0,•4 -7,.41.-„„. ..1r.12-41:•:.i... : • . : . • • .:-.',. • :. s.-----..:-.----......-:.....x.....i...:..,...•.,......,....................).,.............__,.....,.:._,..._?...:•....:..,...„::,-:• ;.....,,....., .,-• a ..., . .. ,. • : : .., .:. ..... •. ia ., 7 :- -7 -. :: '.', .:. "-: . : ....7: :, : .., : • : -: , . r . ; . •• . • . . , . • :': 5 I 7 .: .7. - -.',;," . •-••-,....: : i"'"• •••••• ' . : • . . ./ . : .0,0... rif-. . . r..••••••••.";* .. -.:".....'.- ;,""""":7,- 7 l• ; • ...- ....• ,, •-• 1 , .. ';'.• t.. ' : ".../.• :, *7 e".i. . , • .. : : • • : •b ; , : :. ',• 7. • .: i, 1 i . f i *.:• *:,, •: ',•' ; i t, .. : ' , : • - . .• . . . . -. . - • i - .. .. . . . ■ . , i- , : '' . . • ' .:,.....:- 1. . :......,,•_...,...._-4-••••.-:ir.y. .-...,t1L 2-.5"...:-.2.--..' ,..4........;44.-...-...;,.....,-............ ..•-_...:_ : •• • ... : • 1 • - - .- . i : . _......r • .. , • _ ,. ... ...._.:........ .A. • , , • • •' :.• ‘.• : 0 • •-• 5- Z t, - I . • 2 ' ‘-1- '': '...-:'.,,.---;. -.•* ' ....1....;...---:.- -...: ' -•-•'':" .• • . . - . . . • .:, I. • ! ; ..1 ; f •: ' : : . :. .;•. I: I . .. LV-,•.# .... • •• . -... . ... , . .. ■, ..,... ....,..-...,.,.,. „. .......r....., • • •. : : •, .: •. .1. , 4 ,i i . . :. . :. i 1 • .: • : • 1 . t 4■• . . ... , , .. . . • • - : • • t. I -1.... .•.i....7e2.• . • ... ' • : • i :. • '' ... .i .1. •: 4 4 ';. •1 .1 ...: i : i• S• : : 1. •• i •' , • 1 .. • - ; ' • ; • .. . •. ... • . , : •' : '• i- i : I -•:' .l'' :.' 4• : •.i :. : *; -:. •::. . ir' ■ : ; .. . • . • • ______-____,.,--..-...:.-..----........ ._._,„___,-. ....„.,,.......... .,. .... ...... ., „..,._...... . • 1 .. . . . ... • Z ' , 1 " • 7 : i :: ":'. .i. . ;' i'• : - ! n :. ":.:. ' _ : 7 • . A , - +.--,, ■..b.1c.• . .kit 3/4 ..: . , .. ....‘ • • . • • • . • • . . : • : : • .,--.: • ie ..i... : . • .. :. . :• , • • i • , , ; . : . -"•:".. •: • , '; ■ ' • . : : • . - . , . i • : . : : t : .. . . .......,.........., ... .-:.. .'•.' : F,;;;,...4.„.1....,:e.40 .7 : .e.i),' _i__Illir __,......2r.... -..',:e....4. .p..9. ...,.._,:,-....:"›...s. +1.:,t...% ti_zi..ff./..5*...:-.....i7.!!•:•-d2,.,.7.,/•-•;:-. -:,•-•-.., . • 7 ...- 1..h./ ..1. • :--if . • t• 6( .0 ...I.... : A..• ;h0r.1 7 ipr it") I..1 • •....."• :" /0014.' .......,.....„,.......1^.'....,_,.4......1_,_,.....,---.........4.-....:..1..../..-7..;... ..i-■-•'•:•••-•..:•.-4:•••••••:.•-••:.••.--.•''-'"•••••., .i`•"•';'•'"•: "" • 1•:*** -. .. . • : "... 1 : . *. • : l' 7 : 1 f 1 .•.: ; : 4 .f it •:',. ,' .: ":.: t i : : .:.• : „::,,,:h„A: ..::. ,; ,....,;„ ....:..i• " ;. , •. ..,........i. ••• '-:-._7i,e7....›......5-‘. ._......... _......._ .• : .•:•i. :. ; .,,..., . • •• : . .. : : . : . • , •.: : : .•: : : . :• . . . :.:• i :,.• •::: .,• .1 •:: .: .. ... . , __..._...:. • ..•r7...:._....1_...:,_...1........„....................i...:.....:,.._.._... ..:...... ;,... „....:.. .. •::. .11. i ...: .,...._ :.. „,-.......i......:....:_. ... . ..:__L....,. i. ....__:_.J....:1....,...„.....4.....:.........:i....i......1,_:......; ,...2,...,„:....,I....1.....4... ..:--.: '. :. ' , : .. .• ' .- ., : .. .....,•.._-...,... i: ; •• -.• , • : ., . .:• t •; :. !.: .'• :,. -i: -: .1 .: : •:. .: .: , : J. g, 1 : ' : ;. , 17. - i, ': 71 „ 1 • - • ,. , ' • • . ..• '-'. '-' .... , •" .:' .-"'.• ,'-'' ....-"':'... •'t':"....... • ;"'""....-..1.7.:57. . ::-.7 F"."-T"..." " 1 ...• 1. 1:- '''-'1 :: .;'.*:' ; ... : ; : •• ' ... . : :. . •: .1. 1 - : :. : • • • ! - , ; : • , : _,,,„. t...a...4....:,-,-,....,.......:,. -- - - -:. -i,,. --:-.... .. -::. -... '-- : '• .-- ':-.- " •-• ." ' :.• , : , • • r• `'".7-•`,--'"' -- '..-•''--", --:"`""•"'"-"'"'"*"..",-.'...,'".."---'' :'•-•-1-- "-- -...`"-.!:•"---11-.12-":•**•1 "1"--;•:***-- • , • i--.1.' '' •. •.: :. :• .! ..:' ',i ] ,._; :. .. •: i , ". .,:: .;., ! .i ;.,.,*:.•• ,.....:,. :.•.. 1 ". '3,..:?...-:'..,..• ,' ,2 *•••-......':.•••• .1..• • ••.,.• ...:. -...i.--- ",. '. . - ' 4-- -:'•-;"--r•-•:"--C--:--:....., ••,:, ':. : : . 1 i j .7* ? ''.; i ,:' i. *.1. 4‘. 1. ...: .1...... i 41 T. ..i. :• . :■ .. : . ; j 1. :: . . : .7 , .., • : . 1 • •...'.-• %";••'7• ,...-:-'`'...---:":".........1''''''-.....":"•:-:.•-•,-7•''';I.'::-..."7"...•:..•"-••••••......'■.s•-•: .-•7••••••......":1•77-•".•'••••-•••7.....:',..--'1.....7 '• 7 . •: '. .: : ' •-• ' t• ' : ; • • . ..• :. , : .: : 7 .., • 1 • 1 '; :. : : , • • 1 7 '; i 1 i .., ! .: • . :•• ': i. t‘i . 1•7 •• .*: •-•;•• t• 4 -.i. .: •!.•• ::. 1 : 7 . :, 1.. '. L. : • ':.„ ':._ , ., : , •., ... 1 ; •:, , , :: : . . ••• - . - . •. ... " -7-. •-,!--.•-•4.- . ,-:•-.••"., .,-• ; •-• ,..., , 1.• .: -: -.::.--1-- '• i. • : .: • : : : : : .,.... i .,..• ;. : ! , 1 :•• :, •.• : ::.: 1 ... , , i ..: i . • .- . : ,_ • .,:..,_, ; :.„_•.,,„,...,..,• .. , . , : . • ... . . • : . ,,,-.....„„.V44/■...A..L.....M.,1■■••,,,,...14........../61■,•■ • • V P ---.-.---_. --------- - .---.-..- -- - _- _----- Building Sys. teins alga' .iectpng,.1)..T.I.C. 149.,MixbOur.Nillitcli-Blvd. .. Charles E.•1741t;.P.F. Leesville, SC 29070 SITE1IT C)F William E. Fultz.,:E 1- --------------7.---=------ ,: (803) 808-3491 *(803).308-3491 SEAL . cefangr@pb trot/m.11n .. 7 wfultz@pbicornme et. . .. . iBoV_V1IF 2 - 5-17 5- 7/47 1 1• 4T. E- C_6,,'"•, ,4,,- 2. 6: e• ,•;•-.-•.•,.e-.;•.....-..-...-• .I 4 1 K . , .. ScAL ,•:• • Erwilaw ..... . '1.. t . ; • i : : . • : •••• t ; . ' ' . 3.. n - , . • : - • .: : 7 , . 1,.........cq/..r..7....i-tir:.-:-.......; -4 i--...0':..I..r.... i. ;....L..e.:.....•••7. '- •: •r .!..i.tt: .' . • • :. . 1 0...e. e,..4.,:.,-,, te,/eft,, .. „,...: c,:•L: 07,1, ,r; ,..0607-7-..) •: . • .. - • - • .• , • . •,-., • ...z....-- • r .1 1'.6., • . I 4 • 0' . ' •• ...• :: ' 7 . i ; 4 .•'• ' . A 1 • - • : t 7' ...r• : • • • A -:• 4 :- -i- :'. 7. ; ' ' • i • '.• :•• 1 .......... . .....A ..1.... •',.....:::... ;*.--•••,.. :7,7-;........L.---•.--'' ."......7-,.3,........4,......Z..,,,.• ., .: : ':,...7 L I. ' 1 • • . ....... 414. .........1k.; . . !, :, ,. , A 3. 1 T' •'. ;••• t '. 7, . , •• ?. . : - : i •: " '••••••• -4.-47.-7^.P"''.?•-•':----,-',..-"'":"-I-T.-z---••••----',.!■-••..-----:•••-----,..,--.---“...,-•••••••-•-....' - .• . , i :• 1 :. , ' , .." I ., : I I,. '. 1.' 1,..._... : i 1 ..: ;. ! :' " ■ !- • 7 L l'• ‘••;•-‘.:••••'•-•;'••••7'.•‘•••:i -71,-'.:• ''',-•1. .. ......-.--""t--::'''''';'''''-i"...'7-:""--.....".t71.-t--.:--,-771-:--.7'''•:•---Ht'';•-"i--I • • ... : ; : .. 1 If.:.;:c_.4. _::.........7.,;__L..L.-..1,,q,... :. .........7_..•._ :7.7.-4, --• ,/ ..1.....1. :• . : : : ; ., ;. ; ": : -!.. ;•.• i : • • 7 . . ... ./ : : •••••••-• ..: ! . ": • !, :•. : .-...- :: : ; - : i t : f p '. . , t• : 4 • : ; i i • • • - i• : :. • '..• i ; 1. .... . • t : : • • •• .: •. :. • .. • r •' ' ' , ': : ': : • ..... :' : - !: I '' ...---;-4....Y,...i--7.5 -,•p it. •.-e, T.'-..--•:-..•••:••••4.---Hi.----5-• ''.,--,..•.4-...---.1- ' --,-,-.-----;/-:--i.--1 ' t------ ••:•-••••• - ,,:- .-:• -.: , : : .-. ••....• ••--::. •:..• ---•-;•-• •-•:•• .:. 1 _ . , ..:. • .: .,.. ,...;.„.:•:„... ... -...-..-:: „ •.:. . , • .,... •••,.. c. ..,... :: : . . :. . ... , • • : • .. , • ; . . . . . • , : •. • •.:I• :... • .. t .. 4 :.,^- • i '. : . $. I .:' ••• ' • . : i, ..•••■ •;.:.--;.-..,'....:....L.:: ....! .......:....; . -.. ..-.....1.,„....,...:,,,......:.....t.,.....,1,- : .!. .. ri • ... -. .'., • , • t.• 0.. '' • - ' r'!. .' • 1 A 4; :..A :.. ' 1 . • i • : t . ; •• . , 'i• ..7 . : ; • : : t : r • 4 a- lr' 'j'-/ '■.' :. .' ' • 4 . • ;I V. = : 4 ' • :. ■ : : : • • • • • 3 . • 1 :: i i : • . •• .t t •• . . • , 3 .•? • t T• 7 !. 't- i 4.• •! .,.. : i.„:07 , • ... • -.; • • : ; . t ; •; : ; • . . ir-,,,,trt -.• i• •• .., 1,, . ; •.4. . . • • . • 1• -: -..--•'' • • p(2 •„ii.. p .. : ." ,- • • • • •.. . '."7 • ...e" ••••,,, : : ...0 / • . .. • : 1 : I ' ; ; : .F '-' ";: 1 ..• .4' • L. 1 ; i '-: ' 1 :: ': : .. i J 1 :•;. :' ' : :. ... . - . :, ,' :.. : 't i r f, : •.„. , r.' Ti.e.• e. ..5 . ...1 . .. . . : . , A•••••,„ 1 . • • it. ifii . i• ..e• . I i t.......,...• : .." ; 1.. _ : v. ■ ...f.a...›...rrert & .,...1.. -....4. ...(1, ...... .440 . ....L.-.:, I , ..t,,":7;t :• ,7 : .,..j..,,,J,,,..,....,.......4„,./'......,:,:ea, •....,...,:_:. ..,.;,....: : . . i : I ....' ....:* '.' • ■•• : : 4. :,,,•,:;$1. - :-./ e•-• s . col:i ' !.---- •1 ., .. , .... •....:.-„i ,-.....-.4---.----7-.---I- ...-:....-F : :-..-:...-..4‘.:,,..t:.41 ...2.--;......-:,,-...-1,-.4., j.......■,....4.............1.4'•.......•■• -... .. ....• 1.. . • ..' . 2 ,.. ; : ■ i 1' .1; A. . ; • ..:: :I.. I,..F.. r.... . • .1. i. I : ■ .; . i ;.- r■ : ' . • • '. .1 1 .1 . .- . . " ' . ■. ■ • . . . „ i . • .. , , . 8, •>....,..s f• i fi - 7 f• : .:. , • 7. 4 • :. ••• • •i • ; ; .: • • ••• ' .• .7 ••• ■•• . .: ..; ..i. .t 1:. i • •:. ,..7', 1 ..' t ..'t :' 't . i t• : 1. - .: .77. ,.• ..... ;,• . ; • : : , :. : ;. ...1, '1 . : • - - -; 4 t •••- •- 4 • • : : 'r• • . ..i r- • • 1 , 1 F i . 1. : . i i• : .4 i: ,T,• 1 F. •I. i• i . . .7 .. .! ,...• ! • 1 : . .. . : • 2 : • , .. . , .„ . .... I : I• • : . : : : ; 1 :. • -4 -• ...4, 1. : :,.. .. : ; : 4 r• .; : i'. • - '; t . • : , 1 '. 1i ; i : • .•,L• '..• •: ... ..,..• : ••: ' ::..; •.• •••• ••• 1 1 ' ? 1 r 1 :. t. 1. 7 •: 1 ', ••• .• PROVETI-O.Y.1 • • • -: • • ':- 7 : I • : j : 4 .i ; . %' : 1 : Y ; •' . : ' :• .: ., . ..:,• .1 ••• ; •••••.L-.....;-. 7... ......-.3.....71-Z•-f•-•-1 I. : : L': 4•:- •,, : : : .1 ;• , 7 •.• •• : . : A • •7 ..:.• 4 i...:..... ...A.--..•• :A, .: •: iii 7. • :.-4...-....L.....7...,. • ..7....-L., -....4,...... :7.•-,.........i.--.•...t:-•••••:,..A.;••,•-••'..A••••••••`. ••••••••, ••••......•''..•-•••.••-•'••••;••-••':-•••.•••''• •■•....•••:••-.4 '• L -..........._....!'..,•.....: . „...__..11.2:_j_....,...:.... ....1.......i.,.. ....-Lt.-1.4.- .:::,.,... ......,.._..,...... .....:. ....,:i .....; . • ...!. ; 1....,Nov2-..=,.c._gost_i_:,J.J i • . , : •,.. ..• : -,.. • -.: i; , .1 : „... •-, ; ...?._ .. ,, .:. , . . . : :, :.. .... • . ; : : • , r. :. 4 i r •• : ; . : - • : - • . , : i• 1 - r 7 ' 7' 7 7 :• • • : 7 : • .! .... •: • : • e ) •. ••-• i Z "t -l. : !. 1: : : 7. •-• A ';: ••• 7: .! ■• 7 ', • ' . 1 : • • 7 •. ,e,:7••••. f7 ;,....•...-.. : • 7. :- a •? •:. .: • -•' :. ••• i i. ..i t 7. 7 7," 1 !... ••: • 'i,:' •, • • .• 7 • •• : : ; • ..-.:• , I '`•••• ' i : . 74 . , • 1- ••'•,•^" ••••••••-•••••••••-•••••• ;---7.-''. •'*i.' ''',..:".:---"---%,:-.47"---;"' ..' .; : •.: ••: , 7 ;4 r • .. •; .. • : • , . .: • .t .f::v.'. Pi INsr, ''''.1 .. : f • ; . • '. C ,,............L.,.L.. La...,.„...:,,,•Lvie.....:,...."......j..:e■j......2-..•■•.....,,.....:,t a....1....-....--4.... ... .. .1.....L.,.....I, ••'••.' • : r: :;.,,,:. ::-..,...- :4:; r : 7 ... ■ •• ?..-.• r, r.•,•-.--.',.:• .:•-• .-------•-•-“ . :----7- ,----:: .. *,...-1--:•"-! •: s' .. ••1 • , j• :...*. i...• , .: .; 7: : i i• [ : i 14 •••.. k• • ,,-,,• 1 4. : 7 .• : : 7 • l• ; • 47 j j ,.• :i .: l• ; ' 1, •„, • : •;:' • : I. .•: . ; i ...; • .:., : .. t ; . , . " • ;* . ; . 1 . ..' *:" .;"---:- '-...". '.'• -:...'1 ";...1.--..-"".:.1.-:1-"5:;7..-n ".1--“,".::::.: r''.!:.. . ., I. i i • -1 ,- -....7--f ' ..- : ::. ••.*.-.I..- :* *-* ',-•-.7**-4--:---:-7-.:;:.-...-i---7-1 ,, • .. ... i. ,, ..-: t• i •',' ',.: : .. .; .::. , . : I A , ... : . :, : ••• • •■ , • • 1 • • 7. : • :• i ; 7:7 ' I : •••. • •: ; i 1... :• "i• i.: 7. .i :.:.. :: • i .. • .. ": . : : '. I : i ... . • : ' • ; . 4 -• 1 ' i . . ..-.. •.. ,.„ .: 7: ::. ;.• -•:• • •.: f t, i'. .1 ": ' .. ii. ; • ! ': ..i ;, •• ... :. ;' 4 . ..- ' : .: : : : • ••; .. . ; '..... • , : 1 '. ; I 1 ; ... "".1. .i•...•. ,, . t : .i - . 4...1. t •: : •: : ; 1 . 4 • . • . -• ..• •• 7 ,, ' ■ ' ' ' • , : ; Z :, .7 i 1 i " 7 • '•*. t• '7 ••• • : I 1 A : 7 1....-...........i.....-4---,-.1.....••••..••••••■ :-....-i•- • ......-..••••••,4•••••••••;••••:•,•-•‘:1-•••'•.".7•7'."-":::•''''t-7-...,;•;:-..=--.,;---•,-:-.-----•....-1....;-::-..7---i-:-.7- ....:..--- -:-i .:- . ..:"-:-..t.--:--..:• -::-...-.....--.----v''""7-1''''''- :. : . • 4 • '.' ' .... .;': : r ,r :, j ..',r.. . :. : , • .. . :- : • - • :. r, i :. : . •; - ': 1 .:•. L 1 :. 'I i• 1 : !.• .' i ...: F •' ••• I i ■ : .! •''' . ' ' • . --:--...5:-.....i 1- '-•''' .• ...I."•':.'`'i--7--7-'...:-•',.•s•...1. ••-;*•..;-"•"1:'-7---t.--'''-;.:"'-": ".";".."'""-:-:."-:::."-t.-T- "..---;•...';--;--f'---;"'"77-';'"";---r•-•-"-:-..- ':*-1---..--,"--t,'"'",'"•':---:- ,..i.. 1.. 1......:....... .....:........__.i '..,.:::-„..1.....2.:_.....L. 4".._,:___.:_'..2.....,.;... _.:;.......•:„.‘......:'.......:t-7........,:-._:-.,........4....".....:.;_._•;....!......4___& . ;....:.. :: , ... ...,..-.. ... ,.; . . : .. • : :. 4 1 " • - • ! ; ; ; ! • i' : ' '1 1 : :. .t. ..: i :. ••,.- 1 7 - • • r • :,. . : : .: j t '-?• 1 . • : : ... :'; ,t '.: 1. :.-..'. -.....i i. ;* ....• .t. t ;: :: '4 ...' ; ,•, ; ;' .1 % '', ,..F., of, :•„..1 • •: . '-, " 1 ' -; i '; i. i I...:. ; " • L 1 .1.:' :• i .7. 1. 11 : t ': .?. 4 ; ' ': r. •: : '. : . .'; . ', , ••• ..:._ ;_. ,„...._,.. ...i............1._,•:......L....,: .. ... .4....-....,..„-÷,-.••-••-••-• ••:-•-•:-...7--.. • -: -...:- t.- .:. ',• ...'....•..",.- :':- '":',," --.--""-1-- . • '•,-•""::• '.4,--.'"" : 7 ; "..''' 4 •: 1 : .t. ' • 'i .: i •:• •• .' •: 7 : . !, •E ::.. .: .'. ;. t .';. ' ., 1.-."---------' ' 1 i--.; ' ' '. '""'". ' - ? ' • ' i • • : 4 " • - •' ' ' ' • • ' • - : • ; 7 :' .: ; l• ;: : .! ; 7 ... . :: - t :.. :. :• .:'• :: - r :. -. i i__ i :1 'j .4 4: ' :4, -; ' i: ',.....-;:• l......4...,..?•• I* ; 7 '. )., , i i : : 3 , ; : I , '! .. ' i :. :: .t i I. . i---':-.""-I.----''''"";"'. ..: t , .': ; , .:. ... -: i• z A :, i •1 .= 1: • i i.;. .,:.• =, i,...t...: . : '..: t• -.E. 7 7 .4 :: t •; \. : ..'-z.1.- , • -.1:-.1...: .•••••:•......a.-...'...i 11 : : : ; iti .• E.. .•'. • L. ! •! i i •; • 1 ! I ; ••• .; 7 7 .1 , ; • . .., • .: 1 : .. : ". ,: ' i • • • , : I 4 • - ••• .............,..;...- - --• •-•--4-------• . --...., ....7.,,,,,,••••••••••••-•-•••••••••••••-•••••••••••••••••••••••••■••••;•,.................•,...4.47............2.....,-,-.4.,,,,,...--.....----.--•-•••--,-.,,,,m*...........r............ . .• I1tuldinl;Syct ms Ettencrring Clradte 11.Fultz,IT (693)11011-349I 249 I-larhmttz W3tcli Blvd. 1.tetn3lr,5C 3WO Company: RC stot 1 House NO, 5357199 PERP1ih7)ICIILIif Sum GA I psi •231 P SLIDING x-1.1 0 C r i r l a t T U a N i N G MI&St=?.CJs 1- 1 {f l(,.-'271: "lu..'EAVERE ici-1- ,IPG'ii3IG1•iTSLM.__I-__SM.ECT'M") FJT> i= 9 I F"" a Elf c7 IE7u'h7= n"---111' F 6" y+ r y tr ..r s ErYL477i= 24 it" ! tiiGr9Lr� 1{1sm. (t04FFCt-i .L iv4--ni= 3f3' 4 ' + 2.PST -.-=� 9 •tAZ.-r` ppal:lI airm t7' 2, , �•trig DSP=r,: , • 1 o M?H DEAD I.D°?b ,- .. i - L•00-11.3RE= c T:utttPlnut -`. I 22 IL 10111FPI.W..a. u9 ACIO5 Y' IS . • a•t402Gi'73= .3' INTVIA L• ' 3 1.1 tr N t? ,ESz 86 PSI/ ' 10 ft MD FiiLJ}i).AS70A1 F£EIGH7'- . . 3' ENE".E},s VAIL. Y• J N U '14 ff: FS.P. a-: ! WIC t.43../P:16 r�- iILC i• 10 N' 0 :N L nr: I MiI •G a N• Q• .N Q -PSF' r. { • . . Toll 40 x.G;• .:i4.y513,- is :n • -FEiP.EiN13ICtPi.MR W-OF3 - PARALLEL -sj?4 11..: . 1,: :745'.P.SP. 9 'biE'.'ia.S'S= O. •_AVIV. • A 4S.Fb• .•.• - - C' ;3:.HS �__'.--w_ 4 . .. 4a..12. •.. ..:C •:2SS S 2I4'51z r . 4f.05._ $ ?tL J • •ES x4,64 . • • • 0 . - :P 3• .s' -h7,35 • - I t .43:72 'F :27.35 1 .V , .1 V - � _G ••1.16 . .N. =.14&` , - - - rc .-33SA 1i- -11,211 =--:::- a. TIb7ICQ1,'ISY u egie t I • Orcrtutn4ng tslannattz P-1161.5TIFG MO:4 1 1 `(35-IN) t 11793II3.FT : c1:y{r l.4 r cn t�$T Fr t_ ,.. (246;();14 = ?615.1 t.r�R s 1 -11-14 0:40I) .2,51I5-PT rE.FT .. -F7-3•i7E'u2A= R.°_4 lT_3-Fr?"ti?tl1I 27PSP :P r ft 43TAL 444alr.FT • t r93 Ls,rr E??r F t ...� 101t DEAD 11E31--1.1W"'r.i UP.1 477 FOR .-111111/1:'1 I4. 131:.'itc:csiinr:Vitt`�a :nip clulapn:mt b.:d br wic3i Rd idtt.3irt LtC.,t tttd. LOAD • • Sliding: •z?,:I,laim3 i 'Toga ViN13 ta413.= ((3 (IG14-124(}„-1)f 04z i.154LB. 1 twa 1'I' = 179I.1rIFI` r--.:y i RES SYS.IEt 1; :Itlf LI31FI - 7d • -6 IN 04. tr t it((t talr,t it _ c .i P.A.ia(, i 0 -t7 1TFRTUILSirsicvt15'1•N F4jtILTh t1,4G511 - - - -- iOvalurninb IsInt0=ntr I ..it5 IIG htOtialT. 0 1%U3/irI'• lmr-at fi.tmxv l;.irtCa r•=rp uttalaaa3 an hind Irrcn with"sd:mitt I.c r''C_xt rd.- (2454.)yba9/7404^7z 2711 Ill-FT PISRF rbit3LKPA= 37=2.S LB-PT PRRF3 +335.4.11?T){t`k,B)a t1162LE-Pt 11:11 FT SLIDING Pi4STEA:FNG5HCQtiI.Lt -(-21153735 lti5)a 32193-1-1 PT VRP..FT LW 114 r.adx 6 IN G.C. rata W(Dr t=i3=;•=II .TOTAL 24774 L5-.51 ? rim Le-Fr?-t^T ' i;ta T.STO}ctt L f'III/C 9 19fi LB,Fr 117..r»Cu!mrrc 12= "'"a mil,mcl. dt;tto wbtunwitli M ntir.P oz.:t�irtu1. S1IiIEngt ?EMI:title.writ t.J+'Z ((3-.)(1Q_°1?t ZS)= 3'1ii7.B l 123 PT = 7515(1 F APPRoVED i:ESTSTo7.J ih i 7.5 L817'T � d 6.lhr 0.C. i 4!(cr co-ling rail, . l • . NOV 44fi g ....1 kr, �'' INC V •1 Jii-ltl 0.sue^Rcat7 jurz-a irrrttin#: 1101w212t v , , •. •. ' • . . . .. , . . , •• . ,. • • • . ' ' • •" . • • • • ' t'i•-••0•• '" . . • i • ,..-• - - •••1 .: :• „ 1,• . '• --..-h.• I. .; ...Lt....1.77N .i .7‘.7.77.17.17-17., 137 ca.• rpt,ed= .11 '. •• .:..- . : ,.. .1:111...;:... . . --....„...,.i.........11..._.........--,1_,...,...L.L.,:i ..-... •;,1......-.:.,... L....:::...-.,.„....:..,J.,:„..L..i„,....;_:,-. ,..,,::.....,..,- 71-.1.:...1•14.-.•4..., •,...-..,...,.;;;.zi.......y4.1,....,,,,..:::_.:4...:.i 1:2:1•_:!_b„..,,.. ,:. •.- •: . . gip", • ...,............, . _ ._ .. - _...... i., . I:- . :i...._.. , .., .. i-,..:.... • . :....; _..._z1.--,.,- ••.....:. i,-..-f....... .... • I. ._ - i ....... ••,-. . r.:47.74:,-,,,..,.,..-tsii --....-1-.-,:‘,..f-:: -•, L., ..7....,:.• ., . : . c4,#%. •.wl• . .. . . . .,.1..• . . . .. 1 • .• . 1... ..- % • .,.., .1 -,-.-.. . .., ... - • -I ,, .:1 ..7...--, vIL,...,.4...f ,,,,_ , •••. . ..-• ...it • i• • : .. . c.N• 4,-.•LoT.1, .... •. .1 . • I . ) ...- •I - . .., • i .-1 ..• • ;um-,111111 - •- ••• -• --1-..-., ..• -..--.' -tt-t. ---•,,-""-.-•,,•7.---• .% ,7-, _ .,• .,- , • ".1:1,,,,••• -. .. .. .C . c•;..__lie---. ..L.. -. :_,:i - i• A -I-1d 1 .. - -'. . "- ..... . -c7f•Ni.... I' '-'. •Ittis4 .1 .••• .--,!. .1".".".".. ...".1..47. • : • ii __., ....1) ..1 „-I• . .. . . t. . - I, •1 .,.),.....i_.... - I -I- ...1.41- . ---I .•-..-e:-..-2.•:'-...it---- - . "-t.---. --:---t-_,-T---',.---..1:-.:. • -."," z •-frl ,...... .._......._ . '• -•: *1 • • ,, :t± -• , - 1. -.1. ' - I. 1* "1. -I. I ..1 • ..;, . -,-., ....1 . , :-.3-...:.J.-,4 1 ....-4W „k/ 1 I Illt • I • . i ) ;4 43 ) en 01 . /:.: ....,..; ..;„..,....L.,_.L....• ;......„ .,,,,,„, 4.,-....77- ...,.._:,.,,___....--‘1........-,.t.,---_r__-.4.,,L., ......-...c...._ z;.... 1 • ,-....7,.....,....t...-r--:--t., ni•-• ,...,. 1 I. .14•••• ,.....:.r....4 1 .../...v...17...........:.4 „..., 1 I t I rISSF. 1- ' .1 I ' ' 1 ; I ! .I. .1,,i.--..- (!-- . I. . "/...-I --..,.. I...... .04.4 11,4 gIll ' • t.&?/ T .....1_, , ..:4 _r____ ... ,.. .ki.ft. , . , r__ : . .._.... _,....., . ...... ...2,=til.,... . ...1."='• .11i - • .'-- i--1-- -,-- . ... ... r .1_1 i 1 1- I i _,..... ......_•,.... 1.:,--,i1/414...... ..., t :....•.,"-•.; _., ',..,,1::71,.0.:_ .... „...„.., , ,4,....„ .„.., =1-:.n, . . ..... .,..1:„x_, ....._.......... .... .k.7 ....-r..... 7r-, , „..-T-.-.1.....r.t,.....,..,•,....rai.•....i i .1......i ;, , I .C.',.,,• ,,,,,, ;_,, :.1 ."--.1\3 . -- _ =, ._ .s -,k,. ,.. _....cli, .,,_.„-„,_..,....„-,;„ ......:1.:,- ...-......... . ..;- .,.-- -..----,- +. -..,-4---1----'-4-----t----1."` --.\-----1-17 r"- - ...--- 1:73.--'71--il --. .' 17).--fil--1-..1-:r...7.---.,:r74---_, m .-i. i .-...LN:- ..:-. 1 - ....-.74-J-----.1.- .1.-7----1-t---,--.'-i.--,--1--1---i'---1 - --I. ".; -r--.- .,. .1-. , -1- .74 ----.--1 .1;-. •..-.) „.71-1--. ,,--.-.,-.-. • 7.. '---"C ", '' * 1" --p: .9. CD ,:3:0<.• ., . t , • , . I' o2, 4:4.1. .....*:.... .... • ...it,......t.....1_..1...4:.....fit ..4._• ,-I-----I .; -I:-,_ 1 .;----i-r. ) 1-.„, i ...._.......„- .w..... .r,3i_,7_ .._,..T. . ir ,..7,4, ..... SP i. --, : , i 1_,,.......„,...,..N_._. .....i.....1,._:.......-......,.. _ ...• ..,. 1_,...,..,..., , ... •at .,:4,,,,,..... .,..,'Y" `".• -: •-- -. i . . - 1,....t-itr_.= IL., ........._'___ .- -,. • ,, ___:_l ......, - . .. .J...... -,1--..-. $ , ' -•.N.,,,_..._. ; 0 =, ga ta .' 1 { FT 1-- , ___ -, - 4--:-,-r-I--i ,,,,,•4.,,,.....,... • -.... .. t-4',,} : •f 1 i , , • 1 JA. • ,.., 1 , I i • Al %,,t to o• . , ....... _ ....„, . .v.- ., . , lanionsonsalimmustasul-; ;--I- .1----r IcfNi - 1: 11 . i „ ,-ri- _ ,,..\_17. i .), 1 ..• - .4 = . ck 1 • ,• ., .. ......„....1....2_......_11..... • ,_•,;...,.1,,...., .4; ..._ __ ....„,......_.......... i ...i........„1..../1- ......_.1,I, .. r...i. i - _- . ; - -ra, _ ni :.1%.,, .i.„-'3.1. --... i-. • .;__i.i. i _I i-t- .-3.-1-{__r_h. ---. ....t-d ...1,.....`,___.,.. _ _ -4,.....L.A.„. ....,....,. .1._.......t... 1.._,. ..._ 1..,i , _ 1_.„4,..k...... ,--- --.----1- 3 . a p •. 7.3:":-. il. '7- "1--1.-7-1"--1- 1-Ef i Is.,I_ ___ _..i ,„, 1 .L ..1' • .. '. ,_,...._...L ..__ ! ..-, ttr.: ,--, i I,_ j. i --.. „ , L . ___!. ....1_,,,..1. !__. "0 --I - • •.• :••-f---''. -t. ;...,z-•-: -•.• ; i i • " ' 1 1 1 -. I- 1 1 i t-d' '.1 '- i ti i '-' ''''- - -' r r •:: • -. ...-1:,.1 r ; gt',";,1 • .....: •...... .. i.........-1' . :. .i:. t..,„..-: • • _ 3.......r...*,, ....... :,.. ..... ,.....„....4. .\......_;_• ......._......„. ...__..,__ .....1....,......1: ......._... • - ' I*1 -- ---, r-"4"'"dr**' 'I-''''" --- • I c,,..1 . 1• '. !. - . ''.: i 1 041 I Ili 5 . •''".r.•4 7 7'.- "••I-': ‘.it"-;;;;,., '•";"••"-`. :"•;•-,-•'• •..*'' -i--r---1-1--'1,- ,... ..s: N bi • ,..,............... ...: • ........* .1..,-..L.-r...,.....i.--4;:----,!......3.;....1,*-;.:. i: I.. " !--'' •--- :---1-------''''-'-' ---• 1-'17-' - :"----.' !' -f''-'''-"'-i-r,,. .--.----,'"471"-1-------1--''"....., - ' ••1... T :., ., 14( "irt 1 „f ) i „ i -$ .- . ,,,, • ••1 ,4.:. }...L. .s 1: ' : .t. .. - ; : . I , ,,. - ‘ .: .L. ..,1,.....,.._it,„.,.........,., _,:..... ........f...,... ..-- rz41.-+ -- 1.-• ..;,,-- .,.. ---,c---1-7 - "*.; 7- ----- ' i 1 ^ a` Of . .,....... .-: ..; ........... . . '-,-.4 1 ...... .-.......1--.1..::..1,- .....,..1,..- ......1_ . . ...-..., ..., -...-.1 .......,_....., L-±.......t......1 „........... ..,,,,,,_.1„1..47 .!...1.- 7-.1.-..- ,.,.......;... ....„..-.T....._ i..,....5.....,....... : i t .,.., ...4 ET• • ..:.cz, -. :. ) .. -. - • ' . - . 1 • • - ...-..., ....-., - 2 ...".4 "•■ -.. ......:- . •-... -..-.....-- L....1--.-:--. ..,1 . Z .44 , . • : 3 *I ..,....1.,...,....4;„....,,..1,i 1.....-.;;;.....,_."..i._ ..,.. „._,,..:i. rs,....-,.. ....., .,,, i .. .......1.......................7... i,.. . . ,Ii . .r. - . . • ...!.. : . .... .;,■■ilon.....i . :.„:„.--,__:.,..:_l_. -1._ ..-,L. .._:_ 14. ., . • 3!..‘- 3 1 - --: - „. . •. . • • • - - j...„,,..........1 •- -4...1,.....,_11 . ' 1 1. 1 • . . • . * -•-1 rt• . ... . ..„.Al :1 . • . i. t 11. . ,-,, .. .. ,.- i ......: .... .. -......, . ., t.....:1...-1.-,-....1--: 1 1....-11---..-.......... 44.,),• ...........7.v:,... 6,44 ■.,1 , -..... ..........i...,• " • ... r■■• ; .....4 ...,./..., .e•-•,1 ........, ../.;i r • • , .1 1. i . .1.. . I -, .. .1 i '.. A fT .- A i .„ *: F-I--. - P , ..,::,...... .,, ..„..,.,..,mi. 4.- . • , . ...Zr.."... ti•r....i.o..n. ..,..., X•1•<Pql..,ta..4 ■•■•.1,t..11:,.., ...L.+Ar. A ,.0,4.y.,.... ";••••:-...'..'...i. .... . ;--.i• •';',.- . , ••••••t• I --V"."`T.":'i.' . %WNW'1, •••!''' ' .'"*I'' '• .. "".'x,- .••• . . , ; I. ",.i . •-tv. I.J.........• ./.... '.......1.• ..''i _.,..;_.411- Psi•......0 1.''' ....04-....,.-. . . : '...;.....:',,r;',•,•.1,1"i•.....i'...";:.,L:.....Z..„....i.'...1";.4-1..,‘,......2.,-.3.-:-.1....• .'1• ' '-'4°." •• ; : - t I.: •-.• • t- t _ t• : = -1 .I, ti t• 1-.. : . 1 ..1 - - . . . - 1..., . • .,•• . L :!. . . 1 ..• ,.. . f, ....,., ,.. • .,..; .....;',...3-.....t..,;1._3......1..,,•„r.,,„.„...,,,..!....t„,..._....1,4,1„.t...,. ...•.-:,,,. i...... „......,,,, --,...... ....t.... . ...,- ,... - ' '-- . ....-,••••••-••••••_•-•..•• -...,........-_. .•r...7.1• 4, .•••-•.•IV'.rr,,-.41•1,;....$4•ap. ; • •• : ,,,,,. .,. • . ':. -.:-.' '''•-•"'''';:..,./ .=.,..-...---11. • •••-• • '1 •- -4\7 .. _... :,.. i....1....„.. .t.- !,.... ;i .....,,:: I -.: ..!,... .,.-1.: ; ,,.:.., .k.....,i••,... ..:;.. ..- [... ,•,00,0,--" ,,,..,..,0_.,- .. . 1...;...,. . .. . ... ../ • --,... 7. ---- -1--....,.,;:.1'''''''':''''■'-"••'.-: ..•` "••'-r-7 1'4.'4:-1."-'•..-.1"' ''' .'..1 A 4, •.1. j,.I -.. j,-1'-'.„....,'''fi-'" yl . ' , t•*.......• ' - - " l• •.1 .• .„,‘ .rn .t.....:.. ...„:, •:111111 . I ,. ."' t - t t t 1 t-.-t -• I -.a t t I. .1 I . i. i .1 '• ,,, „.,;„-.. - ...p.......,-,--, = , ' --- --t:t=•.:.,:- •6,-..•,..:.,...........,...-- .‘,..:,.::..k.-... •• ,...... „ - -...t. • • ,.., -. t-•. . ,• t t • t•..t i . i tt .1 .I,• i„..,..,:- 1 i 1.... I 1-L-1- • -I . ,. f 4:1,• • , Willi ,I i ........lit .1-/,.:......,•,..n ..-,.....:.:t_ • .r.,,,.,,,, . , ,. ) - . ., .. /. . • --. ./ ......,..., -1,-,.„..,-- ...........,_ ......e.1.--1;,......L.„ ,....,........1.7771r,f,s......,, ' sqii : I, 1_1„......_,..1... „ : •"4.‘..tvZ., - ,.'i'-'. . ( i .. '.., _;-4 r - ("31-1 ', ..,,,,,_..j...... .1,....L.j....,,,....i...:__1_,,,r_i.......,..1........1.„.1...i..-- ,-11---7. 1 .......1...:!..,...„.........,.....:.1., • .,... ...„...4 • I i.----r -, -IAL ' 1111 i • ' 3 I i i\+.1., • 0 . ---.--""r-f"-'1---v-r-r-I---x-- 17 1 •1 '"I i / 1. I 71- '-1,• J-.? • • / ..1.--1-.....L1-•"--:!:-.-1/-1-,,r-` „...„-.. .---... : 1 , - ,-I. 1.....[- ....1--1_.1A41,-, • --*- I 1. • 1' 1 I t %-.I , 1 1___. .. _....1_, ._,.„1_1_.... ...._.._.,........._...............,... . . 1....-",,,-- I. 1 '---T-1----"-- 1 1-- 4 ' 1.--/-•--, 1. r . r) -..-r":".-7. , -1 • i ; 1 I . . .0A 1 , .. _Li__ i i . . , , •: . 1 1 1 I 1 ! •i i I • • - • • . 1 •. • . • . _ . .. . • w -, a To•-:-1 1 I , 1 I I. i. I 1 .i I .1 . ...1.. ... , I. .I. I 1.,..11..„1... ./....1...1..TIT.7 --_ .., 1..„1....:..4... -•-1.4-1-. 4-4 0 • • 'I ....i....i . .. 1.1....1 D l*:i i 1.....i....._I....,,„L_I.....,....I.J.T..cri ...I..,A..,L i ....11„ ......„,• ,.. ..4...... i 0, I 1 J.. 1: i...1 .......i z-, ... .....•.,.....".7. 1...-. „.1... ..-:„... kszt. ,t71 %. ct ..„1...................... ,II. r.f..,..i..,.. „ . 4. ,.- 1, ! „ . ,...1..,.1-1: i 1....-,-- 1 1 i iti li...,..,......ii. 3 ..,1,..1, .41.,.7...1.....1.....r. ..r- I I; 1 . 1...i 1... i I . _, ."...r..,1 ..:_ .-,..1 -.-N •1-t--.121-L•11- 1111-1 11:21...i I 1 -.1.-"s -1-1- 11 .I 1 I ..'i 1.1 1 ■ II i l i I, 1, .. .1 I 4.1 1....,....1....1,..1....F...i..i. .a........ ...,,-0. • ,, L - i • --r- • 7 --, 1 'T "----"----': i I __-_, : 1 -14-6 , . I 1 -.---1-77_,L,......, .... ._.1 r ..iti4..........L...,_........1 ,..1...r. . _..... 8.03 It es.■ Pt) 1 t - t.0 . , 1 e. 44 E. S4- 1 I-1 1...- I, Ili, ii -1 1 .r 1- ') 11 I I .1 1 .1 1 r. I [ ---n .--1-r-ri i ;1_1_171-- lii r I i I Il 'iT...1 (.,,... \,,,,‘,Pii 8, old . 1-1--"F. " '-r--1 1.----(" -I' } J i . 1 i I- --Fr-N• ii 1 J'', 1 . 1 i 1 i i I I 1 "" 1 1 1-. ..• :•:-t- r"r" :1----f-1. --Ps":•.i" r" .1 i I..... .:1....._.I....I. ....; . J., I I ..I t 1...-.1...1...1 T I I.....-1-1..--1.--...11-.-1-7.1:- I---711--1-- - I- 7.. --'.---,LI.1-3.;-.•2i,. I 'I I SI I-I.. 1. -.,..1 • 7_. h ill 1 , 1 , iii iiii , - - •••(•• i 1* • .!. ". I 1 1 i . i Ct P • • I V I 3 •1....A. . I.......J....,...i_I__....T...' _ ., .i-.1.- 1-1-.1- ........ .....1_,...L....L__L,../.-L.J.-1,_i....L...i.-....... ..... ..1_1_,......L.4 __.I.i,.... ...)....1_.,......L.,......---...t...,A.. -.....t..4 1 ....-11.--. ..i..3.....711..../....1..d....(.... ....1....i.....1-4,- .I.... 7.1--:-.1. . -..I J....i...>1...1....1...1.„1....1...1,..- ....1.-.1.--'..I...1.,..1....1... ,.....f...1.....(.,.1. 1• ri• 1• . isli st i I \,„1„„, . 1-.. i 1 -----t----s --f----•-- 1.. T. .1. H -1 1 I 1 1 . - • , 1 i 1 1 43• •1 -• - i• -•-, -I• - :si . • i T-T- • ---qt--171--- I l r r •- • .. [ : ..I ...I ..._ 1 1 .-1_,_1,_.-„„.1.-_-1._ •, „cv , .i .0 I-Til g ..4. ' • -1-• i T .. .._-_ .1 1 ... • i • 1 ... 17 • . . I . . 1 . 1 . 1- , . . 1, I cf. 1,..te h... , . , ?.. r. &_.,.....1. ,,-.7,.., • ::(,,, . .... ,,.. ....4:::„:. - i• • 14._. - .. i . ... 1.. : • , 1J . . , .. 1 - IN; . .) j1... ..,; ,. . ....: ..:_......„.„.........,... 1.....1 , 1 1 } .. . ..ta • 1 T I i t :1 .1 ... 1 i [ i .1....1 , ..., . r . .„ 1. 1 . : . : . . , •,..,. .,•‘ . 11 „e„.., 1,,1.: . 1, "% C13 ..01,...*.k• ' l'- t ,,,...,...... ...... .....,et••!: ,.....1.... It,,I • .7.-7-.----• .. I.'-"' 7.:`,..: -•-e .. - 1 ...............A.:=4.,L.J.W._.1 ....4,K ..... .-..1 ,..1...-4 ......).....1. .....F.IJOr. .-...z.- 49 ..:,.....1..,.::1_. i _:.:,.._i_.:.......--.:.Aig:ilii„; ;7;1 ', :• z•-: "...-1i;: ..i'tj•-:, •I'N' t.' %O.. • a, ! ] • -.I ... 1 sm.• Pr. a ......4 td. 4 ;....''...........:.41.. It....C,..r 4. 1., . ..1.... ..,. .r...1:.,1 -1 '- . .I.: I. 'likil' . •gt co P... • " 1 .. t. 1 :1-.. . t . I . ....1 .1. 1-VI I s I. 1-. • .., •":1 .t I: .1 71-1" . =I • r go• . ,,, , ,- 1," •-•.1. - .1 . • i - 1.. ... •-••••., '11141.1....,..1.1_1-.•,,:1,.1:-.4:. • .I. •-• if 1." ---- H -''' I Ti .1 . ..V ••• 1 t i t: 1 . .. ,i, 1 , : - :. t i I t_._ :=. , t [ I i,. ri- i .• ,. .t 1.---, 1 =..r...,= .i . -1-1- i'-r_ .1.-- E : 1-8 0 1 - - 1 .-----ri r 1-.1*" 17 ' ''' 1_ - /. • ------11.ii"-II-1-i :-.14.-.,- -1-2 _ _•.t.:L.--- -..I.--.1:21,.i.._--- ••I I -1 r•...1.....1._.._-. , 1.--.- ...1 I--; t•--r- Zt-,, ,,, 1 i i 1.,..., .1 ' . , I- '''''‘:.:-• .:11.,:. ..r :,..,171_1....pl.,..a„..... NaL.1....: „......i.„......1.1 ft_ ..j:.4...4 .1....k.:.„.. ...„,...1_...., 1...... ..3... t..._.,1..,_...._........_.......,,..[,..t.rt...t_..r.qii.:1.1....1....t.1....t.,......1., 1._ ..,. • 0:0 -Ali •*Ti_u_i_..J____171 .I:.L I"- " =1 I. _4_lif it_.i.,_1:_i__LO:74., ..-11. J., ....1.1.1...1....I._,_,,...1.....L,..0_13- . s.c.,1--_:1_.1..„.1......-.._,1•-!...., -LH- -4,1-.....1....t..fI I....L---:.:4....,, .....,...[_..,...1.....I .1,...i, ..1.4...i....I_41,14_ ..._!.._„Li_,... 4.L.....1.1. .. ....L4,.., ....1.4.1._..L1,51N1.-..: ,..1....1...t....1.... ,L..... B ‘,9, g: • .p• .P• ''' I • IN.;., ....1 I .. _I .i_ I 1 Li...1..,. .... .-i,J....1......1..... 1•i., .. .1.....i_. ..,....._ .„A .,.1,,,J,.,_ . _L.' LI_ I. I_ ._....1....1. ..1„...c.....i. . ci •tli r3 ItilLitt"1-1 '.. 1• 111• 1-1 ; 1i i 1...-4 I%1 T:IN'.-i. -I I'''•i 1 1- , --1--,--4--1-,:---T1-4--IA.-- .... -1- --1--- - 1---•--i-------1- . I- -1--Ft-T - -1-- -T.'--- 1 --rT-1 T . i 1 .i...t.1 ...„.„ .1.... CN.. ,ti. 1 1 1--1 ill. i_.i..„1.....r....i.....1„...i....i....4.....I.. :.... ...T. ifi„. t..i... 1....1......1....1 ...14.1-.-...d...,_ik:s., .1:...ir.1„ r„......... ca 1 ...1 17- 1 , Li I i N. r I 1 I i . .,.. . , •._ , " . " i -,-- , i- *r- I • f I. i ....1...„.1 I J I I: I 1 I I. I i_ _Is r 1 i , 4_.,4...1_1, .. .k1_1.1. ) i..._..-..„.- ,N-. I • --I, -1 1..'... t._.:1117:17._.i....L...LC1 .._. ...„ I...L I.._ '1. .,:'_.1,,,.,.....!_...... .4:_.1..,.1..."41....L_...) --1....:.11....v4:,-:..-.... 1 .............. 1 . I : -i - .4-.I....1z-1,- -:I••• i-I-T-11.1••••,.....•-•1Q4N-1-1-1.-----1.....--11,*--1--- r.nm --• , ti. ,.. ._.......„Li...._..7.c....1 :._ f.. 1,J-- _L.. ...;__,_./. ., I I I---1.• / / - • ,-!.- : 4--,----/--..• •J.• '---1---1----------:•- -- ---11 '• .--I-1 .1f /lirLI---litttiIIIIII [ Iiii11 .1 ( 1 1 1 1 .,.. 1 1 ..,.i.J. • ! II kxI1Illjtc.t. ' 1,3 l• ••, 3 1 - -• , -,}i ! I Nc. 1 I i • . t ..... . .1.4.....it. _...-1_.1.-.....}-14.-1-1,-.1....1- ....1411 ...F .- .H1.7.1-4- ..TI /1.....1 Rt._II......11...H.....1_1....1._+.1......1-.1._.., i-Iti:-L.-i-••-•v‘••••1••-...--,si.1.-1. i „r , i 7r , if ii i .1 .r 1 i ,..t;c7,...1.._]..,. .T.i....:.....i.. .i...1....)....t_i....r 1_r_i........1..„rc...„....1....1..... •,. , . „... .. ...I.J... .,.1,._!.....1:_i_ _...L...i...,I..)......1...... ..41 .L..1 1 , I 1 ...1.. I 1.1.1.....4_17...T......i___.,1_1:.L.4....1....i.....:_...1....f,...__1_ __.L. _.t..........i._,J, 0 ,. _. i4.1...Z.I.,../,.,1,„ .......i...I.-.I•. ....t..1.--1....ir......i... . . .. ......t....1.,f, „1 ., i i i 1 ./ I. 1 1. i 1 1 i j 1 • .- -..1.1... ....... ........1,,, „ ,„„„,LI. I i -....... ' . ,• .. .i .1 , i I , • .... ? I , , 1 LLI j...I}1...L:f:. ±, i i I 1. .kil 1-i., i ." i ' i 1 i : LLI 1 1 Li 1 - 1 skeekr wall lee.taavi liadoloovvis • . •at.T. rr-1.4 rsr" rt i}r. monounime. .. t.__t2,2x_t_L_.-iw _____:s,.._:....__...t re....... .=-....,,,,—„„,„(,,,,,..... _.......4,0,0 r• ... 1::- . 41 1 \\11111111111111111 III ..„ .1 -11 BEDROOM.372 . I .I :.1—'. ' .LivING Room I STORAGE wirg t 510971/' - WitN 3606* . .I. II 4.---'-'-'–* $ 111 BATh 0 • Pr ''."'" i el ' 3,-«0 wr" .! ,....1• ;:e Fri..... tC"-----...AZ ti 07.06,642, „ 1 V2# — ;t 1,---d..----- iF 1 0 .tut/1110w .. — me= — .- a.ni svhiv 0 . RCH r RC I v I -7* ) KITCHEN DINING 4__& r -----,...„. .. ., M AS o' ROOM APPROVED BY MIR • BEM.IN I 0 I I i I .. . MASTM ' 3 PA94- 0 i i 1. I II e. .,3-4 I BM I ti I I NOV - 4 2009 rr- I 2-- tl I 0 4 . -.L) <(\1 1 9 t OR +i, i '''''' o 11,1' = . "..'‘..111.11.111.11.11 a) Q *lux- r-alig- xt-oR.- s-i§r 2.'-10-5-1.11 t-lair 1 1 ia7-a• 1 1 4 ' aki 1 - k' ,s NC . .. , °Ii61 'i"61161 RITZ CRAFT 'Alm 1...-4 -715 . EALER. ARS-HAU.. & HULL ARCH..FAIE: . 2/16'4"r CV tz 5057100, 1111 III . • . • SALE: CUSTOMER GOODE PRAM En; Re REP. ------- AL SEJDEL HR-GUST 111.11111111.1.11.1.11.NIMMI CORPORATION cr'''".' i'-'/P ' ' nitturT_szr nsampiriFr. • STATE GA; 1ST FLOOR PLAN *ma& 3 IDE 0 5- ca it) 51/tear Wail 1,/ Is -to F Pin,. -..., For litipliFi-- For‘eS sl-le2tw1• Building!Systems.Engin eeti ng, PL1:.0 '149.1-Tatbout Watch Blvd. SH1-7...ET // OF Charles a Fultz:.RE. Leesville.,•SC 99070• - '''' ' William:E. Fultz,Et 7------------:•-------------- (.8Q3) 808-391 • .. . . .. i SEAL . (803) (iil•-•349'.1. , . cere-ragt:.@p-6 tcomm.net -wfult.©pl)tcontm.rittt.": .• • .le' . , $ 0 e--1 I (.9 1 ,,,,-:+'..CL......-7 A:' ,. io.....y26- •::, •. .....„.. ivr-_...).e- ,. .y. V.V.: DATE.)0 r•-• .......!c?..7 'SCALE / ' ... . ..•• --,.1.--...,-----,...----.,--...--e..••■•••-••..1-oa,...-.-t,••••::‘.............fit,....--,•••••,•-•......00. ',. . •44..........................,..„,......,,,,,,,d,..,.......-........,....,_..... _,.................,....,...; •` '1. ; • •: ••• i " 7. 7 • i !• ..7. .. i ; .i : : '. i.; i, : • , •. . ••• .. 77 i i'• • 7 •••••. z ; : ; - 7 •4.17:(29 Vr•••4.• )• 6_:,,.J........_4...11.-. :4,i.i.,.!:•:„.„..„... ..,•.• .:. . , .. :.• r=,.....,,--t : : .,.,- ..v .:,.: .:•.>:• -•t • : .. ..• • : , . . ..: .. .. .., ,-.• ..., „. : , : . 1 , • • - •: : i. •:: • , : •: •-••••••,: • „. 1. : : , • , : .. .. , • „ T f • : -.; - ', 7 i• :: :: • : 7. 7 . ; .. . •..-• • 7 ? i. 7 . : ; a. • • i f "...t.it •:. 7.-• i I • 23/ . : , :. • ,..., ........... _ ........_.... : add..„„...,„.m....6,..a., /.......... - • •• .. .. .. • ••• : ••: ... 7 4 ....•.': , . -- ••;--*:-....--"7"7"--%--t--: .14-7---:.•-:-':-.--r-. •-'---:.4----,,-..,4-:---,-,-.4.--------..---...r.---...-------,------...„-...„ ":. : '' • ... .' •: 1 , : • : , ... : .. 4. 1 . ... ; .,. . : •; r .11.• ; z : : : .: .12•/-,..t" • . • . , •i, , ,. : ... .i 1..E .! "3...:..... . i ; .1., •,::"•:: • -.- • • : • : . ••.• .: , -. •• - - ; , 'Y ; ; . z ; • . ' ' ." . ' : ; ' • • ' ' • : • ;, ; • i :• .,_.,_•: : .. ' t 1.-.....,..-.---......---...:....___--.; _....•;_.-.... !...-:-...-----.,...;___.:•-•.-„,...,' i• ..L., . * ' . . - : . - ., ,.,, ..,....... .. ......._,...,t i ' i": .' ' " • '..• . ' : •-. •i .J : :.';. „ " ...i. 1': '•••• '' - . - `-1-;-70/a..lm--...".1_,c,r,- v1-11' • : - : . • • : .: ' • I : : 1 1 1 . - r. • .. ' •', '.: F• - • •,. - . i 7 ••••• .. •• 7•. 77 '• .7 . ; • . . • ... i '• 1 • 7 7 •• :. 7 'L....'-7^ ••••••••;••••••-: • i•••••••-;-:i.•••.'i..- -• •••••' i--2.........i....1....1".....i......-i• ••...f.' .. ........:......;;-...Z. 7-. .;.-..... .:' ;.!i : : • L 1 - •• -I ''• i • : .. • •`7. i i : i7 i '' . .7 : • : i• • .• ' . 7 .7.• .• .7 i •••t ; •••7 7. ..•. .. '..777•.• ...•7. '1777."-.7.7•%.7-7 • •77.-77:7 77:7 "."•:-7,••• •••••."r"*..-".•••% i .--7" -. ••••.. -.1".'"..""•'••••-•••I L.• '.-......-.... :...-4-..•••-•• •- '...--.....:•••:••••••-•%,.-i....:-...-i,:.;:': •••':-.,‘....!-..I.-.:..:....::,:-,:4,...1:.... .a....;,-...1_,..... .....1••;..::..• ......:......'' ........., t.....:: ...:„....... •:._:...1...• .• ...,....: ••• ' i .: ••• t :: : i '• '-. . 1 i ' :i".• • .; :. : :. t: ' ' : • t . •:• . . • , I • • , '•-•••• • •'••••:-••:--„,••••••••• •--7.--•••••:-.7•:---:•--t--. ••"•-•.--., • `:•-17-••-••.:••:;-- 1.--. : k • : • C.• •'''' •• . ';''''''.e'-; • ;'* •: ••••••:*--••,.• 1-- •• ••••-•••• .• .-:• '.- ••••, --;., • .:•-•5'..--.1. :: • .. I •'1• t3, :: • • .: • t :. .., .: • • • : ..- • .. . : • :: i : 1,-,..„--vel,„....., t5 :..41.1.--:i •:. ..: : : -z: :. : : . • , , •. .• - , .. • : .• : i. • t : : - i. i. :., • ,• . . :"• ••• •- • • •t . . . . . . • . : •, : : . : -••• : :. : 7. • 1. ' ,--...--.--.........., ....tti . I ..:. : . . •' ; : •E : ' ..t- : " . .. -.• : - ' .. - • . .. • . i• ' i.„....,........-7. • :. . i . , .: - .. : . .... ... ........ . .........› . . . , . 1 , • . , .:. ,:. • ::.. ...:: .... ..r • '- ' : ' : i. :..: 1 ! : ': ,.,.-. '. - ! ••• • : .1 '.' . •• Pi. ' , : • • ;• • •••••• •:7 ' ii : •-• ? .Z.^ ; •L . '. : - • . ., .. • i : . • • : : :• . .: . ; •; .1 • 1 i .; .t. ':•: r :. •,..j...„.;.."•;./..; i :' -....F. ... , : : • . ••. 4. • i : ,.. • „. i •: . :. : ... . • ..t .: i...: ;;;• i.r.: _I.. : ...:. •: ,... .: ‘!--.1$ .. i : :. -.0- - •• , .X . . •• .... .; ,.. • :1.3 ; ,.... . : • : : ■ 1 .: ; ; .-......••••••.,...■.-.• .'.........•-,•,..- -.-•..•:•••.1...... -4••.-■•■. ..--.■-•••.•:'•-4---::. ...I••; •!....;-.".. "--4--.4.-.-;.----4.- '••••••••`•..:.•••••••-• •-■••-•P'.4.-•-• -••••••-!.:••• •-•- • • •••••••:•.> •••••-•-••••••::?•••••••;4 : . .' '. ' 1" ''''7.- ' •.,- ' - "': . •,. : : i : • ; .• •• 1 : : !. : •:• : 3ili .:• • •`■4„....:s., • • •. : . ': . : . 33. .z. .::' ; 3 ' • ' • ' •3 i • ; % :.• I : 3.• 1 .•;•• :: ' ; : 3- 3. : •• •V• 3 • • •• : t ' 3. 3 l• ' - • • : : •• t • •;. 1 : - : : i •'•; { : % •1......t..i._.....„....•':-.......•.. , ..-....'....y.--„, :...........!;.....1,;' ......;;_2:4.4., •! -4- -- :: pav -.....y.r.....,-.-i,.....*.,-.----,-.v.,..,....-a,.. .. , : • - • - • : - ..- : 1 : ••7 I - , . . I.._L..--- :...2..... . .....-..... tio, , - „,---. iff„Ili r6.7.7.1'?y•b* '--'.-tc-IL3--•••.-•-••••,..• .......1:;74--:::•-•;;•••--.............I7--......-.!......;...9.....f.. ; .........--,.. I-I-, :. ...::.. ...I. ..•..::„......,1_,I.,„t .i. : I • ''-'--• : "■ ^C'I"TI:r••-:: '.• •••••••••••1.. 4'. -. . : s. :: '''. ':• i 1, .. '. I :. ': .,!.• •• : ' ': ': • : . ; i : : : • • • •• :• • •I •:. • : '.• : •:: ' ; ! ..., .. . : i I• ; : • - : . t. •: A .. . Lt .•••: .; .: t i •• ,.• .4. ..? .,: :' : : i : : . priovED . vi• i :i .; 1. 1 .; , •. • .e: f :: •:.. : 1 *i : ; • • *.• ! : •. : I . :: 7 [ V \il-/ 1' __... S.p., •••" •:. 'p : zt..:6• ! .. . : : • . : --, • . 4 .20fl • .... ,, : .: ...Nov • - „ : • : : • • .• :. :., :" •:. :: , .;• :.• i. - f •F. :I •• • : ". : :. i .:, . : •,-. ... - .-,-....... a •• •• --4 ' ' ••-• 1 , ,/,........... ... 1 2. . •• ., . -,, :,..• ••:: ,..- -.• ..: - . -: , :„. :, : t -,. , t . . : : • , -• .• . _••••••••••....,•_-___:„....._*•_:.___:______„.___&-_-„_•••:••,,..„_.--... • :-••-„:-,.....,-- •••••---• "-" „:„.,;.:,.,...,..-" ": "•.•-"„t•-:-„-- • „ , ., . ,. , : : :. ..,... , : i.".: ••• .-. •••; . , , : -.J. : • , • ,. . : ...:,..„.,,,,-:-..• :.„.....,..., , - . , : ,. .. :. :, , • • i : • , .: , • . . •,. • t-.. „t„. . 1: ::: .: , i :. : : ,, • : : . , : , : : ,..i,-;, :..,... :-.,, . : - •• i T 1-*%-"-'''''''''''.'',."......--;-;-::"."2,:. ‘'''''-': : . "--...:.:-..--t-' .:-.7.7-1-1"."77 '..":7-t".71.-.1".--1.-'.;:. .i.--•:-.'':---i"-.'f...-**.,.. .•...-r..':: ..•' `', '., '''''''''' :-..•::::. : .'. .• .7"---: ...'; i : : . . • : . • ; :. 1 • p ,: 1• .4.,• .. .: •,.....- . -J• .:.....9! : .. • • - „k= t. . - u ....__,...-.. .. :.. .-.. :-.:.- • ._.........,. ..........„... .„.4.-..,.......:,.....:_z_:_:__:...._-;._.....•;,....-•. -.. ,,. i ..:..i. .•:.....;_._;,.....,_,.4_,.........,.... ........; ,.......:,...... ... •::. ..,..:v... _, .. ......,.._.i i. ' • '• ': : • t : : : .• • 1 : i :••• L :t : :.•• ... ;.......•..;-. -.••• :'"'"l'''.''•rr"'" : ' • ' • • . ' :. 3 . .t• : 1 ' : '; •.: • I . ; • .'3' i- ';'• •.:: •.; .: '4 '3 •: t• I i t . ": i . 3 : • . ! 1,...:: . .._;'„_;_.....,.'.,_:!...1..-...;‘.,.L.:-. '.......-: .;..f..‘'..;3•..; ..,. . -J.,...•;.......•-L2...........:-:---:-••3.n....;....1.••• ;.,............-1-...,...-:. ..._-_-,_.-..„.'......:....C,......... :. ... -: ..,....;. .....!,...;..., I. :• ' ' • ' • i • • : • 1"f•.7. . A .• :: t .f : •".. ••• 1 " • • • : t • *: ,. 7 : I. .• I 7 ' 4 : :: : i- • I . .• ;• 1 ; - ::.. 7 ' r I : s : , • '• •• •• • ' ' ' •• • •• i • 3 : ' : ! t . ' : • . 1 . • ' : ; 7 7 .7- •i , . .. .. ':. .; , • z. .; I.,,-.;. "..1:. 1. 1.• ;. .:.; ..'. .; •7 ii s; •7 •: ! .7 : i : • 7 ... • .....• , , i. .,.., , :7 ,,,..., .....2., t 1- ••••••• '•-••.•---•`••.•.... .-•":••"'''••••••''•"'"•3'••''''•••••-3.'-'•.:.•'',•1•••••';'•7-4: .., ...:,"....-.",-......i. -..'-"... ..1 ••••••7..,.. :,...-7..t....:-‘-‘77- 4.;,:,,,,,;..=:..............., • ... .]: „ ' .: :. .f.... .., ... 1 . • .• . . . :. 7 1 - . •.7 : •• 7 . : :... .i:• 1. :.•..• • -.:. •,. ; 1: :':. -5 : ........ .. ; . . .; , : . : . . ; . ::::,' ::: I : :,• • - : • i. :. . .: ,. • : ' 1 .. • . • : . : , : : .,.,:._ ...:...._; ,;_i.„.„;,....:,....,„....,...,-.,...,_ ...;,:..; .......:. - -' - • ' • - I - • ; '. ... i : : i : ' : :i.' 't• .1-:: , . .i ;'. 1 •'• 1 ....: .i ; .1 r : ' i... '• , ." •:, : ' I • , .., ••• . : : . 1. :. : : • . ; ''• I: ' ' 1:- .•' '. .0 '• i. '.. .; .1 ' • 1 i r : 7 •.' ..-. . : : • ' • 1 4 "*--- -."`"""-.-.-4-"" -"-.1". ..-. -,^."...‘;`,..-..-.`-'-e,••,...---.--ooe-ismr........,....-re.......,••-••••••••....--•••••-•••=•••,......-,...,,,,,,,...,.--,....,..-,..._,.....„-,...._,....,..,„_..,„,,,,„,..,....__,,,:..._ • • • • Bifildillg.Systems Engineerine pil.0 i t..rt I !'.7 149 1-iarbour Watch Blvd. f er.,....... . - . . . . .5-14FEITI1• OF. . .. . CBmiles'E.Ful tzi 11.E: Leesville SC.29070 , ". . ..._.. .._. wrinit-cril...E..E.itiiiip.;•Fr:.1. ,.,,--..-......------.,,.......r...r.„........_.......,...._.„.....„,„!.......... (803) 808-3191 . • -- • I SEAL.. (803).80843491 :. ce.kpgr@pbtcarrun.net wrulti@plItCcithrrisiel. .. JOB 6.P.,. 4'.. .e 4 i i „.-......? , ;4 . *Z . -.I . • ' Ti BY lAr . pATE JO-- Ze:" I .*'' ....A.,. .........• i: ' . .cAr.s. c,21 s .. ... . f .., .,. . -.. ..-: ..........-,...4-...;...i.:,1„.;4-:...-.:: 1 4: > ;• •J i. ., :' .1 .t. : •; ..•i : , . . ' ' •. ••• : ...: • ..7, '; : ' . • f. •,.' :•,:, Or" ... .... r$/2-fl•-• -.1.:-...r..---1 ,Aih. •EL; z: ^,......---"'".-7‘'''.•''' ..7......---•-t. ese:j i .,.. 4... ....,, • • • f , t. C..... ., ..... : ' .:-• i .. , .• , ..-: -.1..-..:-.:.....:...!......-.--............,. ....... .. .‘...... ...... ....:...7.......:.;....N...--'... •-. •... ...,. -.r...' " •' ". •' ...• i . . .: .- " ; 4 F' ;.. ?: .•• - :t• f .• 5- , ' .' • I 7 • • : : i . i .::: : 1. .1 i ,•...., ••_%.,;if.....,.• •• : .. t",.. . .. •tC. ,o• . r . - f .ia'.! r 4 :., i -• ' •- -7. •77:•-•V • • • • ;4./ ;-f! .• • f z -•"--r • ''; • 7-y,• - ..‘. . :„......--...-- .7.7...7...-"':'''''''4•••■:•-••[ •I le'f ...:;:-.1-7. ....• • ,:• • rat.,1:::" . . • -• - "-*•-•••----••••••••=-:,-÷'"-I---4'"."-7---T'''.'"'''''''''•---.7•:•'•"--------- --"--", : '.';,.. '.. . - 7 ': s, 7. "; t '' ' . • ; : ; •' .:: • •. •. 7. : : ..;'• - •' • .': • 7 -• - !. •:•••• .:' ,.. .• .. 1 • : : -. .: 1 ; , 1 ...;... ,..i.,. ..i.....,..... ......,_., _1___:. . ! : ', • • ' *. .7 .. • : .; , •:L.-k ; ," .!... :: N . -, ;. ., -- ., :. :. , f ., .i., :-: ,. - -: l• '• • •••'• -•'• i• : •q• • ---7--:.--i---:•-•=...-- --;;--".• S.. ii 1-7--.fi 7.--FC,F7'k-r.-t 111...?- 411;";--''-'1".•'•"C- -;•"--;-Pc''^1::. : ; •••' ."*.•••-• • • 1 : , .. • : • •: , • : • .. • I. . , . ,; . ..,, .. 1 '" ^ • ' • - ,..".•' A 'c i.. • Deli,'" • • • C.,., --. .;• tt- • a 14;1:424.1,ife. ; ..'- 1,. '••":0:17,;:".;;;;AV:t. ":"'".•'•-• : r- • --....*;... ' --,. - ...,-...Z.....-•-.-k.--L.,-.1.-... ,F::.::. .....: ..-',..: • - ‘. ..... .,-..... ....-.: •::-.• - %,..,'• • -'1. '...1 • ••r"-••;;; • e• r u-:)..,t.•..): • . -- . -.; i• .•• ••• :., , : .: •• •• ..; . , • •. ., :, •• • *:-: ••••": • -;" :' -.i'---:•:•••-•--r,-"'": :-..".117:."..--;.• :.: -IF "`•';'•- "- " , .•..•;: ,•-•-- •.; i.• . : 1 •• . •, : ••• : i i"--:••:7:-4 I;•_F'-1..7._0.1„.•a-•: . ;• _',• -C_-. g0 f..•...- --:.. ,:..:. •..-- ....,..•. ... ' -.... . .• , . , -.• i t. :,.• ..: ,,... • .::.„• •,..,.:1; Ii ..,. ...4..-.7-..... -",-r-... • . . .. .... ..,. - .i : .. : . : • , •.. i .,...:: ..:. :... ..T. , " ! . .3.. .3 v.:: : .,,. i .--• .: ' ' .,• **.• : ' r i F '. ' ;''. '' ' • .4,`.•;--Z.66,.pfp,-,.-...pi................' 4 .."..i472•1?......1,..3.,.,pric_ .... ......! ._....!...... . • 1,..-:: • , .,,, t,....a :j_c, .. )c...1.VF ...0 ' . • ' .' ;• :• - • ' ; • if• i. ■ 's. , : 1 : ; . ' • • 1 % •• ..! ••'•'..i:.•.4 i ."7....V 't '11 7 .•:.• I .1 ; ''. ., .7 : .:'• i • . , - . . , , '• :. • : • ;. . •• ; • . ..._ . . .,-.. i. z •:,' T ','. •'• i ; :: ; - .: .; , ••• , ___ • • - • • " :•:•'•••----"-.7'7-:"'';" :.-7."--.'''.•"•::"7-- - ":-''f----"''":--`-':•••••--,•.- •-F :47---* - ''''''.-----:"'"-:---4-":"": :-;""":"--,:"."•""!*•!7. '"••"*.- ;"--''••;"- ."' ":--"- •."; •:. • •: ;* . ; •: i ; •• i• : . • • ; , 1 • "'• ." ...: : t I • • r .•,. •'. .:- i• .: ; ,i.. :.• : -'. :. ; : 1.•1 : ; ... ' ,.. :. i : .. ''•• : i , .. ' : - .; • ..1 . ..i.: i !' j i: ,' ..;. • •• 4-... :. .... j '. .: ' .:- : i I :.:.. : ' 1. -; - 1 ..", : ' .. • • -. -. . . .. i . • .. ' - ' '' ..f. • •t'• .... I .... ! • 1"..:. .. '..- i•• 1. 7 .. •••:. '. ; ; .: , . 1 •: '• - • „.,..,k' - , ,. , ..,t..4,... I ...:., •:_ .:, - . •..... .".04.,. , ;. ,.?"'• 1.• •i”,.. 4 - . ; ... . ,• ` ••• • ..., .4. , Il I ; • : 1 i 7:71- -7I •i j';'...".F.ir•Cr?,•:..5-lc'- ' '• -!.-1,q,11;ri..,,,r.:r-r-,.1.....,--.--..-.1.04:::,...)-0.1 F..-•‘,"•"."'pi,'rg..--7, '-';'7':::•:7--." .•:!A dete••!Ilirt,,I;,.;"...71.;iff:_if,,':.;''?;`''':•:•1"--:-';'••••,7 1,--- 6 . ...: .....; 2-..,f. -..... .... ..:,....,:, • -,: -..,.. ,.......-- -. . „.,.. : . , : .. . • : 7 ■ • " • : " :. : !,.. .•,• ...„,,• •:,..: I ' • i ' : ' - * • • : .. " „..... .:•.,. ., ; . .:... . '. • i........',„.• .:.....-•,..:::......-,‘ ,1..,-i' ..: ,:•:i..,..'.....:•_• •• ., ;..... .... .•... . •. •-•-•.• .- ., • i; . • •.: .• ••.; ; ; :,. . ' • 1 .1..t4 i -..- : • • ; i ..„•- :;•i•.. ..,i .: :• :i• !* 7 ;• ;:t ... 1• ... • /-4 Zr'1)/F '. ".. ! ' - - • .: 1 .i' .i. ,. . • . .. , • i ....1......:.;....L.,:•......'.....'......', ...:.......;•*■.••••' .:....::, •'., '. .4 i .. • ,.f.. ,•., . ' ' • • ••• • •: .;•: 1 ••,;'-, •:'•':.;- : t ::. •: ; ". : ,.• ; ; .... :. ' t ; ':• . ■ . ; 1 ,, i' : :; t ; .,;. .' . *Li......i..," , '. .1 •!.;;' f ;, 4 :'....•••• 1:•• ; . !.., • .: i 1 : : ".."-- "--..• ' ••-••.." --. '- .- •;"".: •"-• •••••-.," ; : 1 , : , ---?..- •:. ••: .1 .77:• ; . •.• .!••7 ''' •". ' - • ..."" 1 .. . •• , . . 0 . • • • • :• • •q• .,., ' ••; t.• •4 .7 :. ; ; •• :• •• •• ' : • : ' .: •: : :. ... . • . : . I,• 1 •■ •••'.• '.••••;••'. f.. i ••;•; '•• 1 .'!• : .. : : : : -.. s ., ■., , s : .4 , .: . - i.•i s',-, f; .7 : '• .::.::: .. . ' ---; .1.- 7 '; : • • , ...,.. i .: '• .. t 'ilitit.keirri 1,1 Eir. 0 . i, • . / ),: 2 ,. - 620 1,8rk'I j, t .0 t•......... 1 , • _ ! ; : ' ' ' • • • ' -.' ;• I '7-..•... "it : • ......:,,-, , ,I ...„ ,I... ., ! ., -:,.. - • • •: •.,•••..0 .•• z• i' • t. •'• ; Z. i...,-;,_ .....",..., ......i• •::: .', .1 .••. •! ... ..,-... .• :i ......„......i. ;•. .....1....... '. :.. • .2.. .,:...::-••,'?••■;,• ; ' F I, .3. :. •,4 •,• ? .1. '' 1 • : •• • ; ' ' • ; ' , •,-.:• : .', ,w: • • -1 ' : i•?* ' ! -i ; :. •- ••. , •■ ' ,,N i • r : ....,.,. • ; • :, ; .: *; •- : • •: ,7 1:;.:e., . . ., ' -. , :.• 7. : ,, . : .z.;:$ :;)• : 1 ; 1 : i : • . .. . , : , F - • '.'" , ... i ....)- •• 11.242. ?pt.-..x...!j,,,,,-.:‘-.1.--.. . , "•:C:••=1:-:'7 "2."7,.;e:•:•-rti.,,. . •,. .•;-. " - ":'• -: :': :. .: i '.,..2 ',• - •Ir • .f -",, ... •: :. ' t 1 : .. 7 : : ; .. : : : • ; ..7• f. f :: ! ..:• • r F- ..C. 1 i : •:• ' " i : ' : •:. . ; '; ?, 1 -•.: - .. s :,.; . :. .' ; .... *; :,. ; . • : f F ::;: t : ...F. •''' t :: ••. : . i i;:. ; • " ,,,.... , ... : : • •i :_... . . . : ...: . . ..-,-, 2 6"(.7_, " . L i • • ••• ' ' ' . • '. F.. z ... ..:. -i ;. t7 ..;:. ••:: .•-;••-,' •:': .... ...;••: : : . . . .. . . - • - : • . . - - • - ; ...; i,,.: ; • .: . . • ; : 1. - . • • •• • i..•1 :- ; i ; i •::., 1 : :: : ; ; • i . ., --., ...p .?,, ri„ ' ••.*- • • .. .. 'i-i-e-...iti i'....t ;,..1--...-,„.-:T 2."3-/ pl 1:-....1>t ......2... • 11 4-;....3' .fy F /..L . : „,,,,,_?..or . / .I.:• . . . : . .:, .: - ri,:.:.., -,., : ., :- , . : : -. . . ... . 7 -..- . /<-p. , : : 7 :, .: : • • • - : : .:, i -;.1 .. . , :. . : !. •, .,.• t ..: • ,...., ":. : :...... ": ,. • ..,• .... _: _:, .. .• : , ..: . i : : ' : :. I ; .'' '; •: i.',;•,. : '1:- .1. i.' i,' I .,,i,. . , •1. ri. '., '•.. .'. .. 3 ., , ' : ! - --•-- ;- . .„. - . :.--.. .. . • .--• " • ' . - :' ' :. ;•-;':" -•''''';'-'1! •-•--,•" '''. ":!'""T.---..• - `... 7.- *- .- :. . '. " . ''-• •' 1 .; ! .::: .. .: • ... • • • ...0. . : •;• i• • • i I ..::•• ..! ■•.. 1..• • • : .. •• ......... •.• .1 , ; : 1 . : •• : .! : . : : , '• • ' •, ' • 7 I - - .:.• ..: ; •I. f .- .--.---'-'::: : .: • • • .; ; .;• ; •i ; t, •; ,.. ; ; 7 i ; :,, .: • ; ; : :, ' •; : • - . • - • ' . • : ...-- - ^%-.;•- - • ; ....7• -'• • -'- ' . , •: : : . •:- . • .• ." . . . , 1 : - ; . • • .: i ! 1 7 ''f:• :: ; .: ;• I •••"' '•: ';•• :• r .: • : .f : ? , i : ! • ' . ' • I 1‘... 1--, ... ; ""..." i . • • . . . . . . . ' : l• •• • -1.•"..!. 1 ',i. ; i *:-' . • ; . ' .. , -, I : : • . '. I „.: .._ 7 1 : •„, • „„,„ • t ; • ;• : • .1 1 .,' ' •:. i . , '. ... ... f ; •: :' i : :. • :. '' ‘%. ':; ; ? .4.: •i.•,': '..; •;" i' .1 , !" %•-•..;.. ... ;". . •.' : i* •: •: I. , !....,,,..... .,.• i, ..,“ .: .-,--.7_' ' ...;-.....• . ;, , ..-,- •,......;....2.-... ,........,....„.-.7.:.... H,....4...:;,....,-;:..-.:-.. ...?....1.=.4:-.;:f:::..:1•.- ...4--L.--n.----.V,-....,;-' . . •' ' ' 1 I • 1 *: 1 = % : = .' -. i . • . ' i• .k. ::. I 1. . i i 1 f .: .r. i . . p j....,:. .... ..: ., .„ , .. .. •,....0 7 ., _ .0, .. :. : : • . 0 ..• . •.0.0.......... . ., . 1 : 1 7 • •;: 7.• : ?.. ': : i : -, 7; ! ; c 1 1 , f. ., 1' ", 1, '.. .; i 'i 7.• ••-• -1.: .•1. f. :••.: •• ; '. .,,T, :-.1? , .- ...47"0 . •? : ' : H3 . : :: J• ;• ■ ! ••• :, : ' i , ,i • f •: 1 ;' •.. • • •• i •■.: . •., e 1 ..; . •r T .i.:'t. • 7 • .1. : 8 i -3,,.. !: .:3: .3: . • : •• i• •.- ;. .S. :: .. : i: •• : .. : .; ; i : •• •: : ; :: .! I .4 • ; i'l *i. .1 : .3 3: :• ;.' 3. 3 3. ; ' ; ... ;. : .7 ..: •i •. I i. : ^. ;• .1.. .I : 'i. i • : '. . : : ; : : t • f ; . . • F.. : ..., ."... S 'f A I'. i ;:• ! - .; ,i ": - , .: ': ...............*•ro..*,...-,......**1-04............--*.,.-....e.wig■•••.....-;-...+-4.---1-•,..•■••■,...-.*--.....................:-..0,*,-,...!,• •-,• -. .04,4,...i.....1:-......-......t.m.,.....o........:-..-A,-..--....-4.--.......-....-....--,,«-.:.--.. • .. ■ • 1 .DOMPAIV PROJECT Charles E Putts,PE, RC-5057169-GA �`. o •.- - ' .-•• 't4f3:Haiiui►r.WatchBLVD Parch Beam 139 + ; .t.aasvtllaE'SC 22370 (2)..1.5x.425.*LVL 2.3E _ ' .znriwt�:fl,eivacA m y. +(8073)1108 4481 '. 6e�m'" - •. - • • • , Oct.274 2Q03 1324 r f V• Design:Check;Catcu.tatlon Sheet'. Slier 7.1 LOADS. (lb;psi',r}r-ptf) i •• Load Type Ctiat.ributIon t4ttgnituh ' • Tocat.ion Ift] Vnit:z . Start ind Staxt'"' 'End ,i-oath ,grind Ali UD: _t-6i7i_0 t� . '. • . b.LE MAXIMUM REACTIONS Otis) and BEARING LENGTHS.(in ):.. . ... -...^. _ .,.- ..:r.•t_,:;r:�ti . .••ti.c5_v _::�:�"^`•"^ -_.:.x-,.�._...;,_c-;n,,!�M�.,�°.x;_'?Y:'c;.r:.�-�.�-.�„_ .'�..-r.�:c _ _ ........ -;•:_: �: _. ....�:;,i`'r;,;T• - - - --.a..�; .n. . .,a..._ _ _ ,:y. _Xrti;•,« :•..wive•: .Y, _....� .rr... .-..<.,..._ _ -•::.�� r a.' '..:.;[•a�`a� •.{ya,•n•v�'v�.. ..:. F;.^S-r:". .,...:�..�L`m"%•- 7.^.,e-.. :.• - ='�. .`^ +... Yf.ixr•:c� _ �y: Ma?."-'r•'-s=.==a�a.:,� .'_...- __s... ?:-. ...:2. "ri,,,.::* �^ ,-';c=�.,,_..«. ".-. '-�y-•:ti=_: .._.. �.+-- .e>.....,.,.ew•r..•c. .�.v. ;'""�.•.,..-x�':__+......��...+c•!•.c;yW:"...:--n,,,,=._...,._r•:_:t.~...'^_...w'" to. io1 1141:o 4. 43, Live Uplift_ 3.)27 •1127 Total 4Z 4B' Bearing: . ..... - ------ ` �� 1 Load Comb • gO Length. n.9G+. Mn.bmuing tengllt abeams is 12 (nr exarorsuppois • ,.. UFP.Murpliya•ZS E,.295Ur-j.-1/2 t9» 14"r 24P.`lys Sett-welslht aia&7 p#f Included in.toads; Lateral 5ttpporl:tdp='felt,botlD i i tsupporis; __-_T •Analysis vs.Allowable Stress (psi) and Deflection (hi)• asing `<�tl)s 2006:. Criterion Ana].ysi.3,value De$Ign ua ne' Ann} a.l.a/ 'rinn •' . Sh+z,ar ry s 100 nv' Nt 464 ,fir/....v.,. *t ..0.39- 5ancrltrg(4) •tli ,- 30 Eb' 66"55. . .Etz/Eb± • L:4�1- Rending(-) 'Eb . 2333 tats' * X1091 'Lb/V11! g. 00:.97 Live: . Dofl+n -0.31i 1./30.3 0.50 # t;/2 30* '. • 0•77 Total Do.f3'n ,-t3.3i1 �• t11317 0..6/ , Lf1H0 _ (117 . . `k;,:1d.off;. i ,,, :,, . At DITloNAL DATA: FAC7'alt51 'WE CD di C_ wL CV aft: Cr Ctr1:'.. 6i.. C?3 .I.C'i. Fv, 290 1.60 - 1.0O - .. - :i..00 .- ' .1..607 Fb'•r• 3950 0.g0 - 1.00 1.000 1.007. '1.#111 1.000 .l; Vb'- 2950 1.60 - 1,00 .D.057 1.00 :..0Q 1.Qb,. .µ Nov .,. 4 2Ofl xcp' '150 - - 1..as - - - ., .00. - - .:. et 2.0 million - 1.00 - - - 1,.off, - - 2 Emtn' 1.04 million - 1,00 - - W - 1..60 _ - 2'. toot::^�i;.�."„_„a>; &gear : t^ €2 - .0II-t•i-4, V m 3127, v design . •33r.7.•lha, . t ^ ii lacmdtrig(t-1: LC €'L . 0 only, 14 . 10)1 Lba-.`t. tt f.,,_. It': , _ y.. 4endinq#-}: a.• .EAIn, H 8317 ±ha-ft' 1i �t`� Deflection: LC k2 4,. .{:F1t't{ El- 190e06 1b7in2fp1y Total €1efdecttnn = 1.00(Dead Load Deflection) •. Live Laad:0eflwct on: iilndead L..11ve 5=anow lii4ind T=impact .:C.Tonnt.iuctian gLd* gnceritratetil (A1.1 LC',a are llatad In the A alys1. output? Load combinational. 10...:-lac DESIGN NOTES: . 1.Pict:tseverify thel the default defection limits ara;appropriate for your appliczxtian.' 2.SCI-MEANS(Structural Composite Lumbar):the satlechet SCt.selpdttan Is for ptettstlfnaty,destgn only.'For final mombor design contact your local sCL manufacturer, 3.Size factors vary from one manufacturer to$noiher for SQL ritntnrizils They can be chnng@d,In Ilya'database editor: ' 4.BUILT-UP.SCLLBEAMS:contact manufacturer for�ntieatton details�rtlen tvads'a ,iigt epptieil equany:iti:ott plys, 5.Prellolutary design noliee applied only to slruraarat metntsars'of unknown prapetties.On.this sheet.rneu bei.properiies are clearly speclflcd;therefore design given is final. 6.Taut beams shown _ . . • COMPANY PROJECT - - _ ;; Charles E.Fuftz, PE RC-6057189-GA • -. - r 143 Harbour Watch BLVD Porch Beam 51'OrKS` `' Leesville, SC 29070 (2).1.5x9.25".LVL 2,0E . - Eorimtxi rar trtrorr rr ru''.- ' , (003)80&3491 Searrtl Oct.27,200913:20 • . . • „ .. . r err-f,rf Design Check Calculation Sheet . Sizer 71 LOADS (lbs..ps>;cir•pif.i : Load j Typa-, .rii.utiibu't i,Qtti ,tviagni••urfe Location f f.-1 rini tr, •••Ste t rood Start End _ IA:i i i Dead • if'u11...[JDL ' .2e'6.,o pit I.icat 2 .. ,T.i.Ned _ •E'u11 •061; i 5�?.0 {sir' MAXIMUM REACTIONS (ibs)•,arid,BEARING:LENGTHS (in) : 'i-.k.:, - ;--=e� �.rw. - .:rte..n':::.. �7..,...,..,.. ��.�:::E..' _ _...�,y _ .-::• :.rr�•c ;,z1,:_,-x- -.-.,vs —p' _ ^'e rr%.« : IS-- %Voo i�t�C t a E.Puit.t,FE }RG057 9-GA - Parch Bearri 88..L-.�t- - . VVo r tra vtlte;SC^�9ti370. i2y:�.SzB 25"LVI 2.0E ., ••- - ' • - - suriwrxfr4 u- t7nrrt c:k f8{t3}80B-34st. 8earstl . Oct.29.2gp9-film .6r;j', t t>.t Design Check•Catcutation Sleet . . Suer 7.1 LOADS .(!bs,pst,orplr:)' Load 7iiD ` e D1sCrthutitan l,at4nitiirle 1.0cit:ion ift:l rat.: . UJt:art: End :An rx .End t:ni:x -1.;sal rued Zest .12 L 100:0 - u_ Lou+i3 cenct L=a:nt 1198 12.00 tta ,1aatii ' L;vEi tQ1I1t 23.15 12..110 Yes MAXIMUM REACTIONS (ibs) and SEARING LENGTHS (in) ; Kr-3 _ ;'7, ',z..,:"tit=;."s ors. :. �...."' :,, ..-",•:`.1,14+;« +.. .?:T,,,,,, _ _: � "''..."y ... .+r__ _ -art: - ,- =::.5%,�'-''. ",r.:.- . i:r''t-.-Vi rte.-•, 'a`-:s.-+•.=--''r- ��:...,'��i^^.?�-. �"i;,• v"?.,�`7c-"„'.-»..h,- -,:-4�"^:'ti:^�..:.w:-- - - a��i,_„�.-'{ .h,�_ _'-,,,��._... ..Y+.�,�T.:! ."»:_... `fi.T%F ...+..';F:-,i -^.... ,rte - -•i.:s" --r.-• w _ _^::o .:.-:*-7 y""''i..::: ., -::.... - .;.X�,,.,.Ir: *+i;4".r=-ems:--�,�a'_-...i^ "...��� ^--- ��+,.^ ��'� .."`'.''i w^.L!- ''''.1.,-1' '-- �+.:'-.-..C..... �-.:. ,.+i'r"' •`....~' w� - .--s?5?..-,,,,,--- -......p..:--_-:------...,4,._--, rtwx•s'--, y'^'."��-::.-.•,-.r.-...n±+b,.... '�`C^',,-..,•=ir ,,,,... ..- ,,ter +� �V--'ar- r'... _4- -:`'''-:-.._._ _ i4:• 7 .4r.:- ;: -.'.'+ _.•a.. ._- .rw..rl., .,,::r..t^' .-;^3.'_.a.t-� - .:7sm .t_.". iV� j . 10' .12` Dead 2? _220 ,Live 2774 .0 r1.1 :. '1031 • .Trtt:al :?8«' 3995•#eni•Lng.: . . •LOad Cciala• •ft1 $2 40. !ix...loch ra.tia• 1.85 o.0i3 Cb 1.OU 1..if? 0.00 'Min.bear nTi length for beams is fir for extariorsupports UFP Murphy, 2.0E,2950, 1t 112ic9_V14"; 2-Plys Self-weight of 8.87 pit included in bids; Lateral support:top»full,bottorff;at#ripparts; •At'liysis•irs.:AllaviabieStress (psi) and•Defiectioh (in) using NLfS2U05: t r r EG_ion• .r .+' -ITina.itbi.�- :slue .ipnutttrt V4i.u.7 Anaiy.r3a10:s£ata Shear . - 190 Ft ' - ;9a £V/EV' - A.5(? 13onciitt9.Lf) 'ill 102 tb' - •555 fit! ' 0:ti 4 -+thing t-.1 fit ' '203w MI 1'92a fib/fib' 0..72 beleccieni Int'.::r:iv: 14k at •0.1.1 - T,;s4'a t}.so -� 1.fz4o n.a3 APPROVED Total." - .1.4 a 1,/t3R-3 01,67 x L/100 L2t •Centi;l,. ..:ayey O. = 14/14{9 0.20 x L/120 t?.9�n1 ,S�Gcf�-} 4.r:. - 14/12.2,J.Mi `J.h•F - 1./90 q.041 'ADDITIONAL QATT: NO .w 4 Al' Fit TQRs: F1,t CD CM CL Ci, CV cru Cr Cfrt. Ci. Cn LC vv.. 290 1.4Q - 1.00 - - - - ,1.00 - Z..pci 2 ; Fb':a- 2954 0.•,90 - 1.•btJ 1.000 1.000 - L.00 1.00 - -- :l ."'°1 - ' ro'- 2950 I..OD - 1..00 17.959 1.001 -- 1.00 1.00 - - 2 ,, Ecp' 150 -- - 1.00 - - - 1.Ott - - •- ((��-, £t .0iTALlllnn 1.00 - - - 1.00 .2 s' el li 1.,.,n ..£i tte t I.A4 n tEllen' - .I.00 - - - - 1.00 - - , Shear T.C.02 *. 134t1 f V 37.30, ;t rie:nign - :4661 lira ?3ent33ng(4): 2.0- .1 •• 2' ashy, )4 = 364 .1b45-ft. Lauding f-}i 1C.62 '- oil., -t s 7242 lbs.-ft. ? riectl,.on: tr.'N2 -r 3rL El.- 190e06 Lu-: 2?ply 'total 17et1ecintn = .1.00trtacl Lean I'D-_-tlecticl ) i- Nibt Lead Den eat.10)1. . Itladead Lmi..ive Sssnc w tiv wind .16=t- pa t C--c nstsuction CD71,,,:ortooiit;,>rzted3 (R1.1 .T,Ct.i ate'.1i.sttid in the .-na1yri.s 00t;itreJ ' #1.0arl Patteriki's-5i:2., a,ti1,PS or 1.4c, _�Itc p;at.tnrrt loam in this 2fiKn): lard.Cam#aina•i:_. n.a: ICC-7 RC•D1=SiGN:NOTES: i.Please►'eif1y lhol,flie dotaull dellscllon limas ow appnapr)r;le far your appli tkrn. . •1:SCL.i3EAMS(Structuriii Composite Lumber);the attached£CL tsetecticn is for preliminary design truly.For final mombar design carried your local SCL manufacturer. 3. lie tacitors vary train one manufacturer to another for SCL materials.They ran fro changed in tha database editor. ' ' ' ' 4.C3tltL7-UP.SCL-BEAMS:r:antaoi manufatturer'for cannect'iun details when lends are net,rapped equally to all plys. , S.:7he entice,idoileiiitunyriluti lien been,delorminad utaing maximum back-span ilatiaction.ContflOyar doitcciibnst It itoi Qnvr3rn tlenipn. ,- 8,'Aoetirainaty design notice applied only to structural members of unknovm properties.On tills Stied,Member preperitteSare clearly specified;therefore design given is final: • . . . • COMPANY PROJECT • CisiiteS E.FuUU~.PE RC-5057149-GA _ � _-�'' 1.;::::-:-;,. � •t� i�9 i'isttanilt Welch BI.Vtt - > .... ..•,A u'r ►.7" Parch 13annt 82 ;. " Leesville,SC 20070 (2)1,50.25"LVL 2.0E • :e•3:m ..' stag•8t3tJ..14si ,• .•_ .�riihr'.ra�r�x trcnulr,�191iY•• { }• i�3eaml .,�'• • Oct-29,'200911:27 • i}`'r�I l. t • •Design Check Calculation Sheet Sizer?.1 LOADS {It=s;psr,ar plf I '•- • Lad ' Type Distribution ributioa 'i.aanietds. Lacntion {ftI .Pair- . • _ •Sr..art 'End Start End I�?•rn r 3,c:3d. Bind .Puns:.• , -2547 12.00 , IIc MAXIMUM REACTIONS (IbS):and'SEARING LENGTHS(in) C .-- �r7�s..,•:.-'-.'.'. �..-"�.'-;-,+v^+ •,.ar.�,rz:._.....'«.:"-...s: .....:..yY-'-�':,,',r.•'. s?:.•.;,.�...a."Or- ?� .,x•:�, .. ' :; ,a4 t :;^" " _ ' ^'w•....-,.-.. r-r�' . -.x ••�,,.._Y7- 7s = +-, w '_"Mt r r_.'y� ^`.i:-.-_zg.. i ...__, ma„ c cam?..:% s `..�..,.• .i c , �•t•"i.u;ai= tr . .....i....:t ,^•_' _ :i= -..:��;:r-.n::w.i7,..`-- ..ar-.:. '•^• .. .. `.0 .� �^ r'; .. r�-. m'7, '�.TM•, • t� n.:'i''r`: `"^::-ti;���.':" '"�cy i=- -r:.. ;;;tti-I:::p._ . :•s:i",=.'�. '.:.�.__ ;?tr_s_.•: 1% � ' x =_•:r. _..::� .%^ rte_- ::i.., : : u -'='=^"':^'-""�:'^': - , •r- •ti.; . • _ ate:r. .._.J._•...,_.j'='.^^ 1�aw tr,. • .A ` IDS 10' 42'• Dead 'ate pia. .111Te 55 ' trill i.Et •• • 3354 TQtai 05;11 Ca ••• seezing s s .. .. _. • • Load eolith 112• ill gp Length 0.50• • •0.50 o,.90 Lb 11,1i0 .j,':•75 0;100 'Min.Deming length for beams Isla"for exterior supports and;►12"for Inlerreadiate supports . .UFP Murphy,2.0E,29 (), 1-1!2x9-1!4", 2-P3ys . 'Se31r-vfeipitt or 8.67 pit itirli:dnd in ioac3a; Lii;aral support:lap=fun,bpltartii---at supports; Analysis vs AIIowable:Stress'(psi)°anitDefection 11n) using rtes 2005::•Cri.tQrl.on. An?^lyalh:. aloe • Design. V'1ue'.. Annlas.t.3iE+-::nion shear fl:'J.: .1.54 ?vr n 4104 .fv/Pvt `,, 13.33 , • Banc:1.40 't1: .fh`' .1,597 Fb'•.- 4720 . .,fbfFb* .. 0-34 • . Uel?dti.lryt-} 1b ". = Fiat•6'.2457 • rb/ t .. 0.00 . t1E r:i=ot.ii.n r . •• . . .. • .. - i Fntorlor Live . 0:14•x 1;4172 .0:50 e• •7:/2407 0.31 . Tara tl.'16"'•t 1+ 50 'e.!s? n 51/ir$0 0.114 Cantu. .Live -0.'20 - 7./..-3-20 Q. fl•- :L/lag 0.99 APPROVED B':- votal �o.2c}.: 111..09• . •o."21• Q •L/90• 0.70, ADDITIONAL DATA-, SACPOTO:s Pie .Co Ott .CE ei. CV Cfu Cz Cfrt Cl Cn LCD NOV W- 4 1f fa Evt 2'.10 1'4 1.0o - - - 1.00 - 0.00 a Pt3't 2950 1.' 0, 3.O0 1.066 2-pp i,afl 1.Q - - 2 . Fig'- 2950 0.90. .- 1..00 C.9gf?. L.03 1.00 1.00 - - I •: , Fcp' 750 - - 1..001 - 1,00 - .. - 1, . Et 2.0 ucil.Lttn 1..00 - - - 1. 1 O - - 2 ;. , k • Emint 3..04 m1.1-1..1ron -- 1.00 - -. - - 2.bo - - 2 s' I p INC.n•u Lr 2. :t; 'r, V' ;25.47* V deaian ... 2s1�t7 Jhs 1 �t fiend/J:401: 24 t, :02 .(D+I4, 14 - 5p�i :ibs- t• . IC[tending(-}: 01 •.:=.•'I/ Qnty, M s ,17 Ltia--ic. • Draf J HCti si:: IC. ., .r'.,,.6P+Af S3'+^• •1 Itiit'0a. 11?-=,.1.21P-11, Total Dgnectl:an 'W;'S.001.pead `Lead•A+a,fl.a;:t-.l.t}rc) + Live 'Load D±t1ectios. MrJoac! 1-4=1•!'{a .5-stsc1.4 liew.1.04. T In :ut: C- con.t:zuction CLd-canz.ent:atn:11 r'1til; LC'a are •I.iatea in the tyselysi•S`output) • Load cambi.natinnat''IOC.-E •DESIGN NOTES:' .. - 1.Please verify Itiat the default delltsctigrt limits bre isltpioprinte ler your application,. . 2.SCL BEAMS(Strticlutal Ci mpo'slte 1.umbat):I hei llac i d SCI,sQlectIon is for prelirnlnary design only.For final member design contact your Incas SCL manufacturer. 3.size Ca'0.c m vary from ore rininuiontuter lc another:for SCL materials.They can be changed In the database editor. 4.etJii.77.11P SCL-i3bAi4C&_ccintect nianufAgturur,(areonneattan details when loads are not applied equany to elf ptys. 5.The crtlical•tie#ecilen ValUe has beep:delonli ned using r utt:num 1100c-span datlectien,Cantilever deflections do nut govern de>;itgn. - 6.Preliminary desirin notice applied anti to structural members of unknown prnperties,,th1 this sheet,member properti are clearly speaitied;therefore riesign'piven is frost. - • .. . .. . . . . .17 . . , • . • ... „.. . . •. . . GolviPANY . .PR9JEC.T •.'itv-... 7* •:::....4:.:•.1.'....-'.-. .'''..".• ...:. :•-•••• '' :-..• •• •'-''' Charles.E.,Ruitz,.0E. kg-605-.604A. • - - al — .:, . . . . . . . , . '' -' '-'-.4'-''' '0 Od WC)rks-' 149 Harbodr WatCh-BLVD; Porch Column Ol • ...,-, - •••• • - . • ...• • .• . • •• • Leastrille,:-SC.29070 .(1)tic6.41 SYP No.2 -. -.......• • . .„. •: .. . . . , . ... . :•ColuMn1.: . . • -.• , -• .. .••,..••-....,•sonri.v.va.kotr 4'000 DOW= , (CO )8C8-34D1 -., Oct.29,.2009.11:30. - . . . . •..• „. .... . ... ... . 1 . Design Check CalcUlatian Sheet • • .. . -I S -7.1 7.1 . . , • LOADS (lbs,psf;or pit*) : lila= Type Diet ril3u .itan /,4gn.i-tech!. . .' • Lota-tie.,p 'L Et].lall.. Start End Start End. • Loacil. .Dead 2220 i Eccet i trty = Load.2 Litre #2•71$3 (Ecere ttri.e.i.ty =.••• 6..•0,i. in i • • .• ..... .•. •• • -.. .... . . , . . ____. MAXIMUM REACTIONS (lb ). 5:'.1.fh•;'.. --.7.?: .:-..,,,::::?•4:-. .:•,,,T .J-,.,,-f.,9...ig4.- rti4,--F',.:.•-::-,•-•vT.: ,- ..,5F4-...c??:•.,..:•,-, ::,:-:-4.:',::;-;.•,::F.....i.:,--.4:-,4(...;;37,:l.::,:,.-„,-.1-wAtikai:c:RA-7.,17- 117,7:,,,4-1•Ti-4::i.:.,:,.-,.i.•-,,i,•::-.. • v:-.,...;-.4,-..1-, x.,;:,:lpiiT:t,,:•,:A ..1-:-,• :---v:isi:l..,.:L::::::!i: .• •.-1: -..;•::-.•::::::-...,...IF :F.i..'.-6ti.•:,--,F.,. .11,,,,,,1-:,,q;ileip::::5xci-..::?.?.y...;;..;;:;i:•;.,i:::,,, a7.;,,,,f.,..f..-.:.i.,,,,i.y.-. .,,. .....„,....;k:i.:,..;.;,.cf::,:..:,i.; 4.;."rz. -" .. ',' 7r =: q..•:"1::•,'.--..,..■:-1-...7=;7.1:::,7 it r*..•..4:.:‘:,:-:,,.,.!r,,::.:.:.t.-..f.irifYi':;t, -;-V: r- .-i, .i'f ...Z"‘i'::::CrittiI7-:is::r—•c:1:=-y-- ..i' ir' '`'''' - -''' ' '''''' -'.**-'1 '''''''''''' '' ''''''''47if''''''-''' "..".•;*1''' ': '-''''''7'!ifii'lF,C:::—.;:'i::Tit'oCt';'..-':;a'''?''..5:1•::•1."7,1!.FFe7.*%•+'.-:"i , -:i t.F.:-`-,i.''..." (Ie • .. •.. . . . .. ... . .Lumber Post, S. Pinet1 N6,2;*0*6i, • Self-weight of 933 plf included trikaili;:. . , . . • Pinnei4 base:Lcredface=widlh(b);)(a x Lb:1.0D xa.op--.9.90r, ,Ift .le 6;4.'1:00.s.0.6.C.I=.6,00,141;.. . . . . WARNING:this CUSTOM SIZE Is not.lri tile database.Refer te online help. .• •-•• . ••• -.- • • • • . . .: . • •-•- - ... . • . •• Analysis Stress (psi) and Deflection (in)"using NOS 2005 ' . ... • - Criterion ' /krm.1 ys IS 'Value Design Vain e Anal ys1.4.if Design. .: ',Axial: fc :Y .1'11 rc, =•100.9 •ted Fc t• =.. .0...4.4 : :Alt• 1 Eda.ri ng :fir,"='-' 1•41. 1.4 5‘..-.4' t* t / . 50 oFo . . . . . . . ... .. . . . . . - • . . .A. DDITIO(VAL'DATA: • '.511/2C1`011.S; pis CD ell et. Cid CP Cr . Cft), Cr Cfrt 6: .1.:Pf. .• re.l' • 14Ati 1..o.p I.•ao 1.00 0.59E 1.cop - - i.00 a....00. . . —ta 1Abo. 1..0o 1.0.0 4..00 - 1.000 - - 1.po 3....ou .g. • . 7\-nia]! : LC' --... t1+1, 5 = 5082 ins 1131-r:lead. 1;•=14.Ye S=snow 1,1= 1..nr.1 1=i opact r-*--censtril r.-..ti.on. CIA:1-4con6ent.:±a:Eec:i). (Ail- 1.. /IEs a ra 1i:stet:I in the 7inalys.is Output) Lo ad.:Cola:dna tigris: Icc-ipe . . 'DESIGN NOTES: 1,Please•verify•that the default deflection limits are appropriate for your application: 2.-Prilirpinary design hellos applied only to structural of unknown properties.On this eheet,.ttlember properliesarecteariyapeolfied;therefore d Om glyen.is tino. • APP*20VED BY NOV — 4 2009 00004..- ,,Itrt4 , 1\1C ' , . COMPANY PROJECT ____ . Cttdrtes E.Fultz.PE t'•C-5E�57t€} -GA ' : . S';• 149 Harbour Watch BLVD Porch Beam 133 '''' :;.!S..J.! •.= Leesville;SC22076 ,. . . M)g.tit;rFdx s>riiril.fP talf.:•. (B03)60$-•3491 Bearp'1 Oct.27,20f19-13:31 ,r .t,+�'w�i Design.Check Calculati in.Shaet _ 12er 7.'f .LOADS (lbs,psi,or plf)°= Load TY..De t'r;:ibut .an Magnitude • Loaati;,n [ft) ' 1lnit.s . St:a,t'C.: ,End Start End - Load: Dead' - I?u1.1. UGL.• •:237. Q. p.if Lean: Live t uL1 trot. A 4+;'3'.'03 pi.[ • MAXIMUM REACTIONS (lds) and BEARING.:LENGTHS (in) : ' ,.......ter ._.. _ _- : <`:a : s-t•. -. ..,^+.p,.�+Y a..:....-j.•...)J:': .L. "ti.,.`.: "1."•--y�;`-"�+wiYY,. �..w_i`l�t�'-e � x ... . . _ :. . t'a:.�-..�s,i; _ : 7 ` •.- . • : :.' .-- ....,�"�"•?i -::.s�;1, ':= ' i;'-. '':}::iii.=u" •-"--"cM. .:-" - _ SA. ,:+.i,'e.. %:, r�r;;4.eLL�Pw ,-,r .. ..µ1t- '. . m7"'4h ,:7,,�HJ. .,., -.. .V.a� , -wM•+ " . _.. 'Y i`wrw_"+„-�:■�"°^;'�-:^^1'»4 :^�_. -.:...7 ::w. - -..�.s�:.'�., ......•;w-: _ -.� _,--` r"• ,yt�- ; • i 7.4- uw•n` s.-- 1 �� 1 C 1.1.tie. 21.5 . 2 3n 31G Total 351.3 353; Bea tang: ... • . . ' .. ... - - Lead Comb #? 4 Length 1..5fi .. 1.55 UFP;IVIuittli 2.0E 1-1/2x9-4/4", 2-Pty's Self-kvelgitt'of 8;$7 pif included In toads; .E ateraliupport ibp=full,bcttaitir-'at supports; .Analysis vs.AI1iowable.Str s.(psi).and:Aefle:cf;i.an,(in).usxng t ns tans•,:. W '!riteriart An ysis.:•1teitt: • Desi'crti', ::pia . Aital.lrs3,allDre• i:tn Sheer 1 y. -. '161 ' :`v'-- .. 'po. ' • rvll:st' :-: =,#.55 Bending(-f•1 zb' ■- .:2?1 ii4 G'bt: ..*•!,'^+J'0 bif'b' •= 1..a4 Livr. 13ef1rn 0.2& 1if 4.5E • •0_B.0 = ' ?a.240 0._53 Total Det!''n 'O.d0 == L73.00 _0...67.,..4:' .`6i'7... ' .44.115.0 . . . ... . 0.;i50 • ADDITIONAL DATA: . y RO ' D . . FAcreiSS: r/: CI) • • Ct:' C2.'. ':cv Ctu .'Cr CE.t:t Ci Ca •1C F t 290 1.00 - 1.00 .. _ .- 1.00 - 1.10 2 Eb'•t 2950 1.;OQ 1.00 .I:.:O0.0 '3...t)o: i.QC) L.000 - - 2 )[� : E'cpt 750 - - 1_003 - 1..00 -- - -- d,U� E' 2.0 million 1. 09 -° - 1.00 - - • E int 1.44 million - 1'_ t 00 _• ..• 1.00 - - 2 Sre . 1,C ¢n = DEL, Y..Q 35X3(. V:•.elasiclrt 297 ii,s r 1� 4�..,. Beading, (4) : '1.::' 0,2 L�:a.,. t't•. .8783. 1.bfi-r.i?•t - De f1ec Lion: LC' 02 *- t}f•L EI'= ?9#3ec.,G,'.1.b-- .n::i p1 y. Totr3. Ileflectia.a. '1.:00(0e,d .LCiad bef1.'.ecyioa)• -I L1.v :•7�.ad Beta o Lion. !13-dead 1.-1iv'a 'S-4fow. W-ii5.nd ' x--iin..isa4t. gade.at;ex}ction 1.714-cdacentrat d) (A11 1.rw'a art--1.1 a,ted '.a the TArsa1ysi� 'aiitptrt) Load ear /nations: .XCC? .t C DESIGN NOTES: 1.Please verify that the default deflectionffmits ar appropriale.for yourapplioatton. • . 2.SCL•BEAMS(Siructural Composite l.urnber).,tlle attached SOt.setpction is far prellmInary design only.For final member design contact your local SCL• rmanufaciur&. 3.Size factors vary Iron-Lone menufacturerto another for SCL materiais.They can heichanged in the database editor. 4.BUILT.-UP 5C1-BEA INS;-contact manufacturer.,farcannectitrndettfts when.iaadsare nbt Applied equally to all ptys, S.Preliminary design noiloeappiled Only ta structural rttemtiexa df unititown.properties.On this sheet,member properties are clearly specified;therefore design given Is final- . 6.Use same number of•be:amseach,side • .I.. ,..71 •• . . . i 471 - • . . ' . - COMPANY PROJECT Charles E.Fultz,:PE r?C!..5a57109.-GA. . al .. "'"' •' !' :. 149.11ortrour Watch BLVD' Porch Beate Szi '..-.4..i..:..„:„.•,:. :1-. - • - .- , d-Wor S Leavitio,-SC.21X170 (2).1..5x:/.2S'LVL2.0E (803)8013-34R1 Seam/ .. , OM.27,2009.13:32 1• • . Design.Check.beiculatiOn Sheet Star 7,3 .. . LOADS...(-113!,:pg,'•.tir-pIr.) •: •• •" - •1e. Inst.ribut ion. liaqnituda- location [ t] Start rze Stan. End- Iii= loadl• - '• " •• Wind- laginelystanmamie 1111171111. - • • ng.. , . . . . MAXIMUM REACTICiNS:(Ibs) 4nd BEARING LENGTHS (in) .... . . . ,...,-_,.......-....,..,.,-,..,..i.-:„.....4,...,.. ..:."..........z....,..-...,,,.....,......„.....,..1..i...,,...,., "--.....__,,......„.„..„...,...„,...;.,.,..,...„_:,:::„.,....„....,„.„....„..„-.„.........,..,.........- ...y.,..,. .....-.., ,,,--4.---z.,-,--,,,, ,,,,,,,,,,,,,,,,,,,,,..-..„...,4,..z,,,,,,,t-,.,..t..,,,,,...,..,.`-'7W=V",;74;.4,41,,,1--:,. ..14,::.7--:-.A":::, .....,..,.. ..3.-r4 ".Z1-1,,,Z.tt•i..,L3,:...ii-4,1',:t.S. ,_r,':;;;;77:7-::.,-<:-.:7:•:. 14-7-ralcr--,,,L=i4.-.,: ::.;;;:.::--7.t.....=-47,---A,LA,,,......;ii,_:,,,,Ia7",.''',.:::'`.:;1::::::..-1-`7::::":4i..-1s...t,,tt'z±'.F,Z4M7:,x‘..,z.•„...-"',::Z.,_.........5."`7.1+1:: :7?:=.7z-,-•^,-='«r,r-,77----,;.:1-,4.,-,', 17,::,--;;;-X:.5,7„,..:_„4:-,3:7: --,1.4.F.4. ,_-_..^-h-l-ez,p,,,,.....---;,"*.-..--.....,`,^4{t".7....4-M7x,A,144,::,...1-;',..-,--4...:1;:-=-----.4.-.13.t.:,.:......-',•.... ....m.s.-:-.',,r4,...7-%,-.!----r--'4- .,...:-....1.:::-;:4-,-,:,"-:- ---r--4,•-•-,,,,,,=.-74%.-:•::..;77,...t-z;7,0,i:-,44..m.i,;..-,;,: , ----,,,. ..-1--,'"7.-"-7- r• 1-,-..:-.- -,-,--•-..7T-4:-..----04,-.374,-,t.:,74--?::---...a1Z;orri,...“--..Z..-...7,-,•..:.:.....:t,!..!_--....,1=4..,,,I4S:;:-.:;;;..k.....--7,..t.:2,„+17..17.,..-7.:::-,......,<;.,..1,-,,,,,,,,te..4....u...:-..-4....•!,,,,,-,-,...-:,.-, -T. ' :":=,::-'4'..-"z4,=":".:2F- ,,CE,,'"'" :'''''Ir4.:',:',.";,-::4,..'-'74,1*•70'=^"..4.:4:::."-:"Z "-'-'4,.."-7,Z-,-Z;;:::•%;=-z:*,!Am'=S--21: -..;ZZ-E,.„-zo', ..---vc,,17-7-4+:,,7;7_,_*".-7. --=.:-;.:-.1 .--t2-.,:r7.,,, -7-,,----._..-...-- -77-=-•g:4,;tzrz-ar.4fi,....a.17.,-..:,..--...tz.;striE:,.;':`.7-4=',..:?F-'4;Z.%"..."*4-E--"-..'-*--4.".f.7-r-' .'.-- 7:3-7--... . •:--'121-.."=""5.-i. .. . ! 4•: ' AL.. s...- .. •• " W . .' .:10 ed• . ".... 43 • - .• • 41 Livo:• ; ` t1p,ii 'L . ze..11 . ... • 28.47 ., ZsAtai.. 43 • 41.1 .rin,92:: • • . .. . • • ... .. . •.. ... . . .14-oari•Comb • 40 . . .. . , ..... - ga L4.matii 0...50z .. . • a... 0*.• Win:baaring'lertglir[Dawn's is 1/2"for exterfur supports . . .. . .. • . . . . : . ... . . • .. . . • UFP IVIurphy, 2.0E, 2950 1-1/2x9-1/4",2-Ply. .s . t setkoeiphi of 13.67pli included in loads; . Lateral.support;inf=ruit,bolforrivr at supports; ,. ....: . . . Aralyiq..y .:"Allowable Stress:Cps!) and Deflection (in) using AIDS ZOOS: 11112Mr1111. - •-• EIMINERIMEn2111221111 Anal.vnis./13e.-lic n •Si-lear • ••..rv•-*1-*" 1.54 ' ' Ey'•=, 46'4 v/Fv1 -* :Sendina(÷)- . .7113 -...7 30 . Fp t:•- 2055 tbir.ru, ... .0.oi • •Bendir411 •7-i . ' ib 1...g 6 'rOt - 4091 tb/ •b" K 0.41 tiv.e* 041.t1143 • -.0:33 • 1.,,/ass 'ci-s.e - i..l:.."40 )3016 irtlf..a.1'Derilp -14:12 .. L/370 ci;T/ . Lilac, 0,49 . . . . • . ADDITIONAL DACIA: F1 1 t ' . i '• APP , . .. - .‘ . i'ACTOV.e.i. 1,?E' -CD •-cti ct. CL Cy- au Cr cf.rt CL Cn LC EV' •290- 1.60, .-• 1.100 - - - 1.00 - 2 ' .'b + .v..15g .040 - .L.00 1.000 1.00 - 1.00 1.00 - - 1 Filo.... 24.5a ...q.;-.an "-;, 4.00 0-067. - 1.oe 1.0e - - 2 NOV - 4 2099 4, 7.10 - ' --• z.•eo - • - - z.00 - - - ..tt .2.11 million: c-. Faliii 1.0.4 mi1LiOn' - 1.0 0 - _ - 1,0 0 - - .•,. . . . .-vomi° If.5,kitt14 .Shearr : I.,c-itz, i.i ;:014t-vi, v .•-, 2047, ii cle•al9n -, Ze17 Ills Eseilditig it)1 'LC•ia-- '•"' U On15', Z-1 "4 Loa tht.:-et ik ;0.. P .110.21ti.ing.i-9■ 1-C:;fi ,r, ..60-M*, 14 - 7117 /km-tt 1. ..- • .. • tmelect,404; iz-.C.1 ',it w613-1.1.4 f.:1- 1911;206 li)-1.41:2/P.17 - g Tnt5.1..tr3..ectlair.,.. i.00(013ad Lead Derlection) i• to Load DeCl.ection. (1)*dead Ii.=.1.tv.e • -4,siios.r 'wind I.a.i/upact. Cvi....amatruction eLtkconeentraterl) (Ali ZC'■#.ere. iisteci ip •tila Analy,lia ouipmti Le4d coinitiiiat:lpfil .1CC-II3C . . . . . • - • . DESIGN NOTES: . .. . .. . . . • • 1.PleaSoveriFy.lhat the.dafenit deflection limits Ore appropriate for your applimition. ._ ... 2.SOL-BEAMS($.1,1404,M!uf.0 posite Lumber)..the attached SOL salt:101ton is tor preliminary design only.For iinat member design contact your..lecal SOL:manufacturer. a.Size factors very from oria'Manufacturer ici another for sCL materials.They can be changed In lha database editor. 4.BUILTAI.P.Sci4E,WIS;comae!manufacturer for connection delells when loads are not applied equally to li ptys.. S.Prailininsfy.duelgit neti pplied ahliehiSirtrelural members of unknown prat-turtles.On this sheet,member pnepettIes are clearlispecified;.ifierefors design given is final.. 15.Use kerne purist:faro(beams each Side .. . - . • • • • Building Systenis.E ngineeting.P.T.,LC • . • • • 149 Ilarboui:W..111th Blvd. " Cluu•es E:Fultz,P.E; •LeeSviiie SC 29070 P •SliE.Filt OF Willinnt..R'Rub, p 1 .---- -,--"---,,---.,-,-,--.---,T-:-:-r---;i--, • . . .: . . ..1. (803) 808-3491 003) 808-3491 i'S.h.AL ..3. • c...eigrigr eaplAcorttramct whiltz@pb..i.t.-arrtit.net i • . i.• .i.t .. ••• . jog R. C -...s."--05-7/cr2e-i A .. . . ••„ .. - . or-7- .. 0 • • . r ":"' e: ilf ..Ag JP'"I'rr<7 . . 13y :PATE, L : ... ........ .. ..._._ _ .sCAL-E._,v 1 --1 . I . . L . 1 •: , : •• • : • , l• • • ;;.: :•••: -,:-• 7••1.• •7,..."'A A.:•-••••••:• *r "2 .:. :• ; I ... ; • Z A.• -7 :,• . • . j : 1 • :AZ ..,.:•,./7..A.,o. ..r.j...7..- •........ .• ...4:A- -.......-4..i..,...0.‘.A-1-:_:: :T .■.4 '•7. 7...4. ril' ,f••'. ••''. ;.; .'• i').., , j? c--•' • t :. ....... : ...)....:_i. 4,./..w.• .}..j.e....41.... .:_1„._:::::4-7 ,....r.., -..,••:_.:_!...i:,...--cd.-v--:$ a• , i: i ..• .. i - .., . , • • .: .,. : : i r: !." i .7. r 't•'';,,,' -:'" t 'T'' •i :.' ': : ': •••• - • i, ...: : :.• • ; i .■ • : . ::. .. -. i : :. : 7.. .: .-: •.:. . : •: : • .. . . - •••• : : : . 2- t i •• : : ; ' ;' . ' • : ; ...• •' 1 • : 1 1 -S.'...;'' t' 4: .. ;. i C • ." , :. .• : .:- - : • .•.- T• 2.• • i ••.'. ..i. I ;...i ••:'• .,. ': :.. •••••• : ; t : .. .' =-. . ' - • • ' • ' ' .5•/)....5' ; s'• ...• .": i.. ' : • . .6?41 .............. .5,... .: :, Z : ! ; • . i• i• •:i 1 • • ;• • . ': • ..d.":: .: . '- 7 Z..•I • :.:.: . , : , ; A,.., i . : .',*, ! i • ••,;.... ••••••••••::: •..•• l' T :. - t . • „.. ' 1 • • 1.' • • - . ' • ' ,,,, • I .. . . : ':' ; :: 2 • '; "7... ; ?'•': !,- :: : I • .-. •:.- ... . ' :‘'•• . . . . t ; • t• ,.• ..., •: •?..•- t %' . • :I: ..,: '2,". i .: 1. r . : : : • -• ; 1 .:. . ...... ---. ..'. .1 . : . ; : .f. • ,-----.:-----.-"....•-•... .---..--...I,-7---- '.--, .::-:::-•,---•;7-:•,-.•;.----..---477.---..-L--:1,...:r.;.......,..,_:. : ......:.„.,.;,..:4.,...„4-.:'...... .......:._-:..._;,....!......3.0,6.5. ,...ty_:...... • ,......2...,..171.7.. .,..,.._:;..,....1._ki : • : : .... 1...... .......,..1.......,. J„.... i......;...........,.... •• a ....i. 4 . • ..,:.„..:„,.■,.„....:1•;..,....,_........f......4.'., '......f',.''.....L,.......;-._•:......L., ....-,•.:••• ..:.............:!......:...,..,......1......4..:.:_•....;,..„.;:-.....••••;;,„„•k:„.•,1 • : : •. :, . :^. • - r- : 4 '3: • •i•••..7"7.• •'••- •*.• : - : : : •1 .- I i• i . , • : • : : .. • . • • V 2•'; ; F : " : ••. ,•, 1 i •• ',, t 1 ••7••• ..." i'•'„••• 1. .. :• :. '. *• :.• ii 1 : ‘i• -;• **: • = : . or :. •• •• ..,:, - : iy: ;: r.•••i•. I. . r ..."7 -.:- : '. : 5 ...... ; ' S. l'• i :: ' 1 .3 .• •; ' • t. .1 : r : :• . ;', ''..ft .:-••"7. .: -::" v 1 ',7"..-."'''''-----'''.-".;------ ""'"T''':--"T"T ''' ''''-i''--.""q•---.'i• i : ,.• . • . • .: : .. - , •I r • • . : ; : ' 7 : .: ;• ; ;• .: •• i * I •• t :" • ,..,./r - , ; ; : I.•:.: ::. i , .. _•:•. ;._,...• . L •.: . , . • • : : . ,.. •: :. : i • .7 :i.,. ..-.-.' ..•. • ..,,,.... ...„.„,.._...: .... .•, ‘..,...„,.1 i.L.... ;I , i.._,......, ...1...s:_ . .. .4 •:" it. ;•-.:..., 1 • : . ! ,. : : i. : :: •:• 7 .i• ::•,•:. ,.:•• ....1_,,T•„cab.. .•••.. . •F.. : ,. - i 1---; - : .., . : : : ...:• i• :."i: . ',". I ''. .`,, i' :.-".'• : ' '..• -'''"'•••••-". "-,,,---"-i•-••-:•"""7"' .,,,'-'...•:7-7:- .•^7.:•-•,•'-407e-r,"'"*.:r.::•:!:-. -'1••••:,. . "-77-':•-?-1-. •••-••••••:r:-•••--r,, ••-• -'•---••--::: -,..-".•-•:••• :•• -:.:•••?•••-7,--t.r.r.-^ :-•••••-:•,-.4• I . ' ......i .; :... I. ..!'• •• ••1.• .....y.....:.....:1- ..;.;.„1,...".•11P......::•.:?.....':.- -. .....**!•-:•%-!. .....:77:1=1;•••...j........;.....•-•:.:.•-..s.' .....•........I.......L.....:... ... ; ,„......., f'•,„.......t.......:,:..."1...,„,,L.,L•1„.....::: 1*--:: •:. •. i * ..--7..-•,.--.7.-.. •. ; '• i }..." f't 0 r '..•.! 1 '"f ..i;.• -::' :, ...' .***1''',-...,•.:, i . •; :. : . •• • , :• •. r •: . : i. ''. . '''.' 't. • .i• i • • • . - ; :: E. i L.... .....'-. •...1....... ._...j.._.. .. '. ....,......::: " •' .......:._-:1 ....:4--;....;.:•.4......! -.4 . 4:,...- ,i,......:....1'.: .• .:: ..-..-.....-,:,...:* .......--..---4.. i • ...: -. .,.• '...., ..:•.__:•••••_:_•,... i . . .. ,. : •• . •---T--.. . : ,....--7-•-•...,„... •"' - • " '• i ••••■ ' ' .:. ' 4... ... !.: '' 1 ::•I-' ---;?; : l' ‘-.4 '......'.-.. 'Li _',.•. ..1. _2..-,i....z.....: ''. ....L.............1.....-.::-.";._5... 1,. .::•-•.---:.-.:.! 1 '-4--:- ',- 'f "1"7. . ..--•■•-••-• '1,.. ..-7-"t- ••-•-t---!--: -4 t./4",- - ...--:.-4-a 1.._;_ _. : . ...,.._.:.. '-.L.-L.'..-),.".::.....4._:.••:...._:.•:...::,•4,.:+•'"7-:::,,,41,..:_;;..i....1 :1.,......:.; '..A .J._J,..,!:_,,::. ':-...... .....•...„,;,...,4'..L.,:„.._7.. ..•'...................4....,........ .,2,.....'....._.........,___,.. ,.......2... .1. ; ...1. ..............."." , . : . . .. ., ., ; . I-A,- :......./.e. i--.7.-..7.,-7,.. .1::'••••:: . l'. 4 : ;.•';. :7"i. ...:„ .7.. . 1 .' • ': . i ; : • z 1•7,•:•..,„:: 7 i. .g .. I t•---;•.'•.: - .-7 • -2.-.7.-• • .-7::.• •••••••--:-.7...:•••• '•-• .4.;•-••• ...‘...47::•77•■•i.....-.1..;••••-7:.";..;•.-1!....;....:!..:.-4.... -, j .....:„..,.-i...,.).....:..:....:...,..1.......i.... ••••:.•_..--i......'..-.? ....:......• .1.-..; ......„......•t--;„_..',......:...,......4.,..z.., : i. .y,1 ••:" - •••• • -•1 , .' i ' :••••1••• i :': ...E. .•',..,..L ..,_j. • __..t..?.......:,__i,. _.:-,._._ :._1 ; i__:..._ _• ,.. ! :' ..:' . : ........o.-•:•:. - -:;.-....,..- ._:.:."-... '-.......,. ' - '-• 1-.--...-----.:':-2,-t,.,,-,,..i ,•. • i . : ..:-- 1 •: .,-,: , :": 1.. -!. : ..... ••••• 7 if". •• i c '••-• . •,, . • .•• .•,. : ; ; i .:, .•:. '.' ' .• ,f ...:. if.. i . • 1 • •:' ., ..T. : .1 : .t..,%"::. : ..':.'• ..!• : . : t ;' ... '.. : 1 • •. I--4' ••?..7 7..-• -.1""'''''.7r 7.• '-'"'"..'-'`"' :'.-7f.'... -1...---.'....t--r;":7-.77-:7-A-''•i".'''':r1":.1!"-:-.:":":"r°'. -..."---•Y'"7*---..;:,_ .--'-'-'-'' •--:-.-..----..' - -; - --t- :7--""""';' '''.--•;'--:---"--i.--":771'"1. .,....._ ,..2..y.r.....„...4.-.1'__ -.. ..j. .7....t.......i..•-..!..*:-.L.-:-:.;:-:..'........-4t.f.,:::...„...•-...- -..... ..;,.-... ..„4...,..'....f.....-.i.j.7...Mn; -. ...-......1.....t.,,;....- .•, -..'.. , .....'.., 1..-,'.....:...--:-.•:.-...-.,;.-...1....,!..1.....f. i i : ! •I .; .'•• l' ': .:, --; 1 .:: . i ...1:" ii! . ; .• T !'' . ' : ' .'.. :"."...".f.._.:: „i:p.....,T ...i.'. :, '..,.• ' • : 2• 2- •.1.: t :_.................::„..;',....`-'..,__.•••:. •_•;_.4.4...:,...;'_:.'.."..,■._-_......;-.1.-...--,....0;.....f....r.Z...„. .,:........::•:-..;:•,,. .....1.-....:::...i....•..-7.i.--;•-•-• .:..:::;!4.,• .._:•,:_ .;.-..;. .:'_.... ...:.__-• ....,-.....•_-•,.......•.:.......•.•_,..:„.........,,....-i. ( • •• ': • . . : ..40:...7 ...._.:.,..,p...f..:7 :• • .. - • i. : • 7 :• ':': T. .:.• '•':. 4. ' :-. 5.• ',. ... i T. . ",j; :,'gs. . .. ',.. ; ; , . 7 1 .•... :ill 76°24...:14C:;4,...0..r.if..1:. -::: ,':....:c.,..)::. .t".:•::.."......••••.::.• 11..i'....''.:HH::...-:•-•....ii'‘..--...-L....:.1,;1.:•A'''.....::.;:1:11.......:l......:-1::::... Iltri....' : ;..-..1-;.......i.lt'.'........:::::.,..."._117............L.-...."'''..:.,.... .i....''''''''''''''''''''''''''''''''' '''''''''''''''''''''''''''''''''''''''''''''''' ''''''''''''''''''''''''''''''''''''''''''''''''''' ''''''''''''''''''''''' '''''' '''' ''' ''''''''''''''''''''''' ' : : .. ; i : • ".• .: • ••••, ....1• 2,'.''e......::::- .: ........:-.2-....L....4..._:::-..;•.....;...... ,....:-....., _,..-:„.....,-. _.....: .....___:-..- -... ..... . ..• , .... . ..,..._,.....„4 : ; • -.. ,. L -- "":•••• :""""--7-•"7- i---.,F2'•... . f. :. i •i• 1 •4- •V: :•'•• :...'"••• •:" •:' •' :' • :.... r :• .: • : . ' i • ) :: E'' L.••........-..:.--.......1....'..".:.:-.1:.t.---;.......,',..=..-• .:..::'•••••:••••.. -.....1--:.-1.-- :••::.......t.:-..••••••......-......L..:...........:.:A 1.....-z•••••.. 1...--i.:.:t --- ,..•-,••4-..:..., ,.. ... ......,...--.--. . ..... ..• i.„.2 ,.;.. i.--•:..--........‘--,i4....4- i • ......,' ! •i i i• .t 4 ••...;.,...: :. i. Z. .i •••1. 'i "•,. •• - .I.: i :' ..., : ..-•:. '"7 b :. g•••.% tlilk I i ; • : • ; : ",' • : : 1. ': • :. •1-. 'i ee.0---if'.;.i:-..17,3--; -1--r---7- --7177'.---:..-71---.7..--;"-- NrApti L„.1,1 la I• , ... , :: : : , ; •. •i t.... ...._:-.2;._.t.... 1, •c-7._;,,,,.,1.9:,,:e,"?.5,.._::•„•14...:___•,._•,!:',.,-7,-. k__:.t._;,;,,...,T...,'3-4::..._1,... ....!.,.::_ ,..„.:.; .,..„. ..... ,_.. __.:„..„.„.,,.,...„.,_:...,..„...1,.... ,...,....._..,,,...,,,,,....; (if' Z.-. ... . • f i.;,'‘..2 It. -ri ie....i.i: ; 1,',,,*V 4.; 4...rf4(.1........zi; .1 i• ...4- i ; . .: • i i ?•1 :' '.... - •• •: : : ; ••• .. •• • i • • 1 .. •:: ...• i.,• i.. - :••••, ...;....,.--,....4-:-'..-::-.--.`-:,-,.-.-,-,:.•• •7---.1-••••-.""--:•"- •"-•••••••=••••••••7-'•''•-•••••'-'1••-•••••"'•'•" ".• •'-'•'••••••- •l•-••• ' "-- .."'-'7. .---.''' :--- i"-: 2. "----. ".'" ; ., •: : ; • : 4 • ::. ; •1• • 1 ' No. : . . • ., • , : ..... ..,•-• •••••••• -... ..., • ••.. -- -,-;. ... ., ,.. %,.. , .-.. .., :., , , 1 • : - . : • ,.... .: 1 : • . : 5 ••••••-•-.---."• 4.*.' I''"'7-- **::'"1-77]•--r" ::-";." 77:7-1-7'71-17177-7, 7;"77 rmi'••••!i T. ; : 7-"•-•:.:.•: 4"--I -i--sr• I •."•1 i • • . i :. : .: •'• -- .-I i 3 , - . T. .• r : ': ; = :: - •• .: i; .., • . . •. • ,...i.•' •: •„; .• ' *:_ I :'..,' •,:....:'„•:. ...,....! .-...j.....i- :--....- .. .i.....j..4.4 T• •7•7“•• '"7' 7.7":-.7.777T777..17••••-7'77 7.".":".•7 . .''-'-'•-";---t' ' ":• r•' ' L 7:,..-,tr.1m',.:.:,,---I -.---. -:-: ''.'- ' 't-- 7 • • ! : ; :. :. i: •t• •“•r''‘''• ::•7.:•"• '-•:'•••• •••..7.77-7.-•-7-1.7 7;77 •7•")7777177" 77..1..•• •77 i. 7: '4••••••••::“.•:•.-.77-•-•.•IA',i;••.. :7;:F, '.. ''''••••... '7.•; .: •7; ;, .. ..'. . ; . . : ; i ...i. • 7 .:. .i, •-•..-..•-.•••• .••••■••-•-••••••••■-•-•: •-•..-r7,-I.... """•-7--,,'" 7.--3-':;"--.-:',. '':".":`.. :"?.;.„ ,,:.•,6. ., ',--• 1.. •.; - .:. •1 i ':., -,': i, ';* :: -i• , . --.....-'..-..i:.„...'......1 .....1--.1-",,..:*-_,.....i-,..1_. :`,...,...,......!...._...:....,.. .......,..g-...,-.., ....t., ....,.., ,,, INc..... J,.. ...._ ..:_ . .....,......„.... .....„.......„. , .• , , 2 , , . . ... . .. . .,.. ..._ .. ._ '..'. •,,....... ........._ •,..„,_,.._„,:•„-„:„..... "-""... ....„.-...::--„::- .,-,.„ . ,..,lit -.- - - • ::- :.- , : , , .: . • • • : • , ,.. 1... ... ...! ...:....i .: E....... ......._...... ...,,,....i..,:i._ ..........,:..._::.._ .......,....J.,:.„.......,......„.... _.,.:_...._,..-._:....!......- ..,........,.....„..........._.:...._.....„......_.......:........,...........:... .........: ...„,....„........,,............„.....„ .1 :. : , 1..- f".T ...-. .. - - .2 i. ., --1 ,,,.. ., ,.. , r f • '; :• •• . . i : . ...i. .,. . ', :: ': ;--.: I , •i--, ; .• . •i.,.. -j.,....:.(•...;_.-...:;;_-_,_....:.:.-7...i.,,:,:•.: ••••-----,.-•-i-4-;--4-•-i-1-...--!--;.---.:-..--iif--v". ,""i'":'•••'-'17-!--''..:-':-'-''':.•'•"'1'-"--::" "i.""- T"'," '.*•.i • I- :-.,'"'''' -..•..-.1.....:7•-17:"----i__.,_:_i'_.":,„i_.1 ■•. ::' i i :. i • : '.' *i t. : i i. ... • ...;;,...C-1c-l-//:. •r7 ; : ).- ' I'•---:-.7-7.--.1- -;-..-"i-•-• ---_, ...:. .. .. •:.-:-.-5--:.:v.--:----37--:-..1----"-- .-7--•-....-■7.7.-'..-. ...7`:•....-..''...".77.". ."7.77.77. ; :-""- :7-7:'''':'7-.7-•'-'--"....... 7.- :;"77•7- ••77-: "":7...7. Z. T. .1, E.: ,t.••:• ...7. I. ,` %, ..1 i ' !' -'-• i•.• " • - i .:• = ' .•- - ' ; ' '- ' ''' .".. 1 •. ' • .,-..•- • ••••••--.'"------;."----1.-•-••-.-'•-•"--*--",'-'7'^r-,--•••-•""-.1-*".-"'"-"•^-^,-,""`;'-'47---''''''' 77-7'''''77c7••••••••:".7.7:-.77' '77-17".7•-•.:••••-•-'7.,"'":'---- '•--•••-:'•--•-••:'--7-:.•••--T---.•.;--.7'.....;::-77---.f."-- i '• • •: .,.. ,i, -.2.: .: .. . i,. f,. • :i. .1 i•.:i..' ?.. ..i7 1.;., !„ , ? l• I. -...• • : *4, f ••• , : ',. ••• , • : i . • •• • • . - - : • i . :. ; .- •:•-• 1 •4. I. -1 ..: i ! .i •, •':•:.' '-5: i T• •• •'.' • , ; t. • :. .: • • .: • .: : -: 1 :: i - : :.: : "i- ': .•' ' ' i'''•-.4- .....-. 1 ..'-••', ' ; ' -'• • • . .., , ....-.-'-:--,..,::__'-,.,-.-'--.::-.-.„.. L.....:.--i...------„....,,.._;„_:.__4,;._. L-_•;-.....i-..«,...i."-- 4: ..,..■410... ..T...“.....••■■•••••■•••■■1•••■•■•■•••••,.........../..P.14,CrI111.....•■,..., . ... . ' ......,■■•••■•••.,■ • t ...■ f A .-------- _ _ _ ..... -... ...--- r ___ _._. ,-W�9 VQp�yiJ*t il: t_fI1 Gl tRf.C tt m e n 6 kD t: ,n •1 A T S ..:...:-. . - - r - _ ' Tt ---� ! i :1 t,: i1@7,i FACEIVIOUNTAHANGER y P Ret[a, :� �. ,.w . . M v, � 5-an w pnd is era availabiaivith additional ornm. n r o t tlon:Additional ftanal praducs ; , -: - ltJs pag mayalso be amiable wilt;tilts up#nitcheck wh Simson far det il CODSSSepdp i2lor Cadfieterence keyCt art.p s • •Aelrua3 i3lmenslans .Faslsrtars. :AIIa4+rableLoads. hist Mirdel Nri 6e- ;:::'" OF/SO Spoetes 11soilOr,17 _; - -SIT apccias Header•• b° -- 4 2 ,09 Siva .. 001111; .Upttlt•"-Haor•. Snnv� .aunt: .Ftonr •Stinw:':'Haut . •n eRst . • • -. W H B Falae :SD1s1 (1 ) (160). :(1011) (115 :':(i25) "(180 ;(116} '(12 ) NU1,81/5 Mtn 12164 410tkl* 460 `A WAx5 4. .. s 15 r I 11;10' 1850 2010: �a&a ::1�a0 1740 . 5% Ea 16-15d G IOdxlra 720 865 Egg 2465. .2680. 18555. 2135; 2a20 = i 644a E 12-i6d 4-101bMi 480 '5�t 1.1610:'1850:'.2010' •'1390 '1800 ".-1740: ' '°� '� '^ : E _• 6'ltin 16.164 8-10dx13�a '960 . :.1150• 2145 2.24851:2680. 71355; :2182 :2820 - ' 't1US1.81t10 16 '1'114 .'Br�1. 30-16d 1016d 2845 3000 "4900 5045 '5145 '4350 '5010• 5145' . 183 : . . 4. :•13449,1 1.1109 Mtn • ' • '1'3ria' -9gka '18-1sd &-10dx11l� 720 . • B85.. •2410 2775. 3015 2090 2400 2610 • • ' =7-:::.: HU9 Max) • 14 1134 .9346 24.16d 10=iadx13 1200 1440- 3215• •:37013. 4020: "2786': 3200 34th! `7•$• r•? -" ` • HEIGa1.81/9-SOS 1146 9 8-SAS t&'x1?i 4:801514`x(3," 1505' 1505 2360 '2715- :2950. 1700. :1255 j2125 • 146 .. • 6051.81/10 • • Q3 1;346 8%e• •30-16d 10-16d •2845 1 3000- 4900' .5045. :5145' •4355 .'.5010 :5145 '133 1 4 x. HIM Min) ra 2216d 61Odx13e _720° :065- 1 2950:I 3390••':3685= :'2550: 2335; 3190 _-1114-11% HU11(Max : 14 � 30»164. 10-lgtfxl1i 1290• ::1440 4020•= .4315:.::4405. '•3480. 4000 43350 E • • ' HUGQ1,a9111-suss 11'111; 11 10+5nS 11"x13+�1-SI)81�"xii '16(15: :1505:.1'2950;•3394•: :;3510=EOM 2525 ' •. :1+16 tl _''•' : HIJS1+91110 1'•3'io •Brfa•. 3016d 10-113d 2845 301111 4900 5045' 15145 4365 6010 5145 1114.. •8 Iii its 1014 14-16d. 6-104x11 720' 865'. -1860 :2140 22330 1810. 1850 2010 •26,63,140;14+1 • „ 1311 x t4.. HU14•(Min) 11346 131346 Do 2816d 81odxt15 960 1150• .3750 :4110. 4180; :3250: 4060 x - H1114 Max 1T ea 13'i4s `3fi-16d 141adx11i' 1680 2015 454f 4730 4855 '4175 4730 4855 : •26,83,144 %n ;' =:• _.. • •Hk1CQ1,al/t1=SDS 11354 � i0-SDS x1'N•t-SI]S la'x13,3` '1505 1505 •295D `3395" ;:3510 2125• '.2445''.2525 • '14 V ='"'' '' ' : Yisx • HU2.75/10 Mtn En 9 • 14164 „ 8-10dx134 ;72d:. ::866: '1875`(:2155: :2345::'1525" 1870 2030' • -" `' 914.91(, 602,75110(Maxi 2%. 9 11764 101Ddx114 1200 1440: •2410: 2775' •3015 2090. :2400, 2610 .. . Z ,1,4..,7;::::. .. • . .. Ht=US27511D 23',• 8' 4s ••-43-16d 16-16d 3530: 3630 x.7940-•8220. "8410: .5980 6195 •` �� " 1;33,140•' cla • 2?1,g;5t l'IMM fI 23'4. 14% 1i-18d , 61Ddx13h.' 7213 855•. -2145': 2465 •2680.: '-18551; .23x0: . . •25:140 ;3 H112.75t12(Max) 2% 103x. 22.16d• 10-1I1dx1 1200• 1440 2950 •3390 :3685 -2550' ':2935•: '3190. - .. • "26 • 2 7114"�ilr�6 • Ht31 S275t12 23�. 1014fid 5$154 20-164 4055 4055. 8410 8750. 8995'. .6335 56011' '11775 •=133,140 : ; :. . ,;,, . .: HU275/14 Min 1815d' 8-10dx11 Asa ' 1150: 2410;'X2775'-:',3015•. -2095:. 2400 .2610 ol '246x14'P Il�x�,�if Wall t 1� 24-16d 14-1Adx131.4 1680: 2015': 3215::: Building Systems E:ngincertngi PLI.0 • 149 HarbourWatcli Blvd. Charles.E.'1:4310.„. P.E. Leesville.. SC 29070 SH1F.ET. • OF - • NN.71.11inm E.Fultz,Ell. r--f-----?'--, - - .. ..••-••':-------, . • --------7-----.,'-. (804).808-3491 (803) 808-3491 S1-7-AT . •. • cefengr@pb teoriiniciit• wftiltz(aplotcorntri.nct: n '19 " ..... i . . • • • . ,- . . , „„•-e-:: . ..<- ilL?4,7 ---- .1..2? A •_ . ,‘q,44 3C)31 ..;.../.2:(•7# e i II • c . , il0'. i ,,.., .•• . . BY_It\_ F. ,_.,.---,, ..... DA /0 -S CI '''l°"7-74 . , SCJVLE el, J ;,-"` • "• ,,, 8 t•a:.....:::: ....•... •-OFEssioNAL. .... . 7.'""•••••••••";".'?•""'''''''..."•;•'..77 "-''.777-"-••"'77.••••7'-'7-":'••"”l'•7'..7`.--..-'=•"'•••w•"';-•"--n.'7...7^'-•"7•••••••'''''''••‘.7'•••.."---` =••••.•••.••••••-•,:',",,•••:*,••••••••-•-•r•rert,.. 0 . ,• 1... •,.E: i :: :1 1 4 ; .7. ; ..... ..: F ... 1 :, :, 7 I . . .. : . ' : • : : • ; ‘5.' $11, ': .e: .....,- • i. . • • _ ,... . . ,. : . -,-, . e':....:__.■..... -49,91 0$10- • ec • '•1 * 111:44'.i...r.,:or or ..-ir7,.:-/e x Lys•(ir.,/up, ..,-; (7: 1 er----c>7.,,,,,f. ".„4„.,,,,.,,,,,,. „....--,...„:. j ., . . • . ., .• ('- ',3 E :0.• . . . . -::. .:.. : : ,: •. „ • : . 4 , .E - . : ' i : . . :, '• '• 7: ..: 1 :7. P'.. ';. • : E; : : . •• • : .. - • '. . ..- • .. . . , " .40 30/09 .: , 7 . 3 t '' • •i : i. 'i • 4 '•• •'. ; ;•. :I). . .. ' - • - •- •- 4 ..-. 1. , ; : i'•• : ; ' .: : : . : • • • • . • . . • . •• ... • • I •7 "! .7 •:.". i.. i 7:. :: .• .1. 7 ; ; : • • • I . ' : .';' "' ; *:.-1.:-.-- : -'--''.--7 - i • 5"1"."7.7 1'''..f.'-:.:--7••-T."-•;---•••.--- 7 1 ..!. 't • n, .4 .:•••• ...: .•;•.••7•..•.!".•: . i .' •4 . ""'''''''••••*--•*••• '•;"7•-"-•.•*•••-•• --- -7••••77';••••,-•;•••••-••••••-- '"'--:':-- • ..• . ••• :- ••• • •` .. . s .. ••.' • :••.7 • :.' E.'. ..••••..: •"F:"-•""--•"••••ii•'•;.•••r?'"..•:".••":7•Va"::7:7•.7:71;","-:•••.;:.•'•••1•-•J.'---- •• •, •••. ; •; : 1 : 1, 4 : ; 1 : • • t ;' ',.. t • .7 '' :. ! r. 1, i l i ; .'•,..007." : '. • '' •. • •. • 1 .....' ' .,•V 1. .,t.":" C.:r •- 1. . : •: .1. .. -; ••••:•. :0-r:.. ••••••-. • : : • . i i : 1 1-: •.' .1 i -• 4 *.' i I : i . "."-1-"7---',.' -:-.--,-,7. :- .---:1---t.----fi•-- '1;1/ j75 7:I '5...7•f. i • r;,...-...--1 a.t. :,„. :/ : .„,_.! - r• 4 • ,e3h:e",..a -., -c •i•,J.' ;-e•-,. t g. •, 7 .....L j : ", is:•,._'. :' g, „ 1. :. i' -4. ... ' .4 : • ' ' • : ; - ••• I"...• 4 r• -.._.4, : . '.!,'''''....'`::.... •,4 •-.i.:,.. 7. •! 4 :,... i • 7 .i ..i ..: i ,? -:. .: " , 7. 1_,__ a - ---,i,.1 . ,.. : . .....'.-......... . f...-.1/1.-.1S1r.,_/......5......:e407;/.../.4.4-.1rti;Sy........• ,?.....,.4:40..,,r, 1 : ,...r. 4 •• i s.:'•''''',.....,:-.......--.:-•4.:-.•-.7-:::•.' ••r-....', - re/P-1 ., ..•....• ..:. :. '. '' . ''''--.--r--.7". .1 f t-ri.'- ,! .: ; !..-".:(---',..'... ,--- *7.1-•• :‘;.1 4'; 1.-.•" •' -',..-.,,--.-;,..--:-.,...1--..;.." •-4..• 1 :. .:..• • 7 '," i F '''-ii . ' •- • I' .• - - : ' • „...:...,..(1- 3.......1---. ..i.--",?...z. -/- ......F..,....;:-.....1% ,Ar'''-,': ' • ' . • : ! ' , •,if...-1,-ti.r."-.L.t . :: • .E. '•• ' :•',' I .! 4. • ., I' t - •• • -: .'-' :• • : 1 • : ..tce 7 . , 2,. : , '• .• : . . .. • :LI,,t"": ‘:-: -..›, AS - •.• ,• •, ' 7" • . •: .. !: 'E.' ..' :.' :: C • : 4 : ' .: ; : • • i • : ; : l. :.• • 1. ; •i. : ; •; .. : : :. z •;• !, • I ., .....:-.:,..- -_,-........:;.....-.1.--:-:•.---4:-....-.J'.>,,e.:5.--:-.1 I ........".........;.-... ' ...:'. -............ •...„.,,_......,'„ • .,:..,.j........--.. .1..........-...:-........,;....-:,--:„.4.•..7-',......:::-:-.4,.:;......--4-..•.1:...-.•;.--- : i • ‘ - .. ' ; .. . i ... • -7 • ".. -•: •: ••.7. : : : 1 .7. , r, . ••,' :. ,... .; • t• .. :, : ; : ` • • ..., ...: . 1. 7 7 , '".j's •'..----------4--"'"• ••-" •-••••-- •-.;,••••••..^..'...::-..,..:..,.... .., :. ,i. i :' •!:- ',4,.. .1 ' • 1 .;•••••••••,. • .• 7 . 7 :. - • • ••• 1 •.: ," ;• '• 4 : ., : .4- F. --:.1.-....4......:- '':-;:,....L.r.............• ........F...,..,1,....;:•......:•:': .,--. ..... ............. '' - ,• • ...i. .....- .•-. i.........:......;-...-3.....:...,,.. :-.. ;-.,.....: '--.....:-......:-.....•-:-.•.-..1,-.2:- ::......7.. .• 4 -4' •: : .., i • : i 2 .; , ! :: 7' •1; i- i.• :i. .r.'•.; ..1 .7:7. - 1 [.....i_.„,._....1. ;....1, .,.:....,:..., ...-..„,„:Li.„...,....'' -13,.it„..is ...2;i_:1..- ..t...t.; -'...-..f,.. : :•....-.....:--.: -:. '..: .,;.' .a...,..„.....:,._4.._.;_...._....::;_..."-......a.. .-.....a..:r.....,::...1..:....;.:...r.-:_::.:::._q:,.....;..j..._:....al..,....4 .., i --i •..i. .t, .1 . ..; . ;" 1. ; . i „Asp:.i..?..i.,- i. if t, . .; ., .' ; i ; : . .. . ; . ; ; _:. 1 1........c.7._.1.......i.„....„1,....11,.... .1-.7_1.7 .,..,..„;i7x.... ..,.. .. ,.. ...,.......,....,............_, . .... , .. ,. .... .i.:...7 _.i ....__....i.... i 1 .,... ..,,,........c..:i,71,1: 1... ...,, 24,••-..1.--..-.2. ...i :,,...1 I v ';:. :••• .! \--7-. . . . ._ '. . ' ,. . ., p...., .--..... ., • . : " ' 1.--.: '--:,.:..:'....1.......:-.....-..i„--,...,:f•-,::•,......1.• .!-;:..,•,. ....,... ..: Ji -- : - • 1 : i : •••• :. .. ;.- ... :• .. I : : j 1 4 : i •••:L. :::;... i. 1 i .4. ; •,,,..1. te -:. i , • ,,,, , . , , ..• ,.. .., •A ::• : .. . _i......_:_:.....1_77. ).....•::LW , iee •'-6'r,,,,.!..- • $1‹. i•-•":;"'".f-I:--,'•'-'•-- ..41 : '''."1,•"'; :". •- i : ...:: ',• L of, : :it/ . ...; P..'f c.--. . i .• :, ,........:.::.i....,.....H.i.....,„,..;.,,..,-;,....„...........,,.._i...,..:_, .....,,..,..1.....•::.....•....„.............1 • , , ...........,.., :.....„ _.,...„_?... ...:.,...,:.. ;,....,.... .___,..-.•;....._•,./(,....,.. ...; .., . . . •._...,__..r. _.,.......:. _,......._.:__......,..q.' :.._,,,;,,,,. t-.'„.....;.:..i,..1.. .e.'-,, ........i........„....si ,.i _.•.:.,....41.,.". .:...• ....-.......c.....; „ : _ . .. : 7 : ' 7 : : • :r. • t• • • •••144, • • ••' • : •• • . •:.'• : :.7..••••• ...7_,7 ._..,,.. ..!...46.1- *7-0---;.---:-- ••-• .:.. •-•;•--:--; • • •--..-•••••-., ..:.....i... - -•"`'..--nr:#7.•-•.j, 1. Cli------""-i. •-i."-:•.f:".•;:i-;" •-••:.---.■:•.-T-1. •---.,-7-i-...i 1 .. . i ... ...,• -; 1.... •';•-•..-7- ',.4.,..-•.- ..,..,..--:-..--rf... ..:...;..•••:.11................-1...-......., •••,.......!.. .. ,,..,........--.- ..... ..-.............• .; . ..• .......4,;/)../.6?.....;,...4 .4...../.. 44r .01;•:•.,44.1.0...1-..._•-.-.:......;: : ; ; ': ; ; ; ': ' I . : • (:" '.wiro%.P : (i Le- t -C.';‘,.. -i •l' f.t TV Irs• 4 . 'oil a. -4/4•1,-.:5-,--1-.:-..,:k.--, seriely4... .---i-,----i----".. .".. - -::""' "';'"':' : •-""•'1'"'";'''' ': •';`"`"t•----'4'-''''••••i•-••-7-7---"."'"---,--'-i--ty?-:-1..--. ,,, . -,--,... •.1. t i : : ' f • • , . •. :.....% ..i., -..'..4.-..,.-,::,-, :•......--....Y, 1..-:i-.1.:........-,;. ..;....i.„_._.L. . :._...:...... . ....- _.: ........ :. • . - ... .........:....:. .1.......?__1-.. ....',.. ., ..........!-_:•....:-... 1., :•-.2,--•,..t..---...i.....: ....i. .. 0 7) 17,.. 1.".•••.i T. ; i• .... -'' E nn i :: n • , ; . - • : : : : : '7 i "•; ,: •! ,CP';'7-•,.. .11"'": l' ; :' •••'i ; .`. **: 1. i• l'' .: • *: ' ''' 1 •L 1 -.: :1"1 ; ; I : : . . r • ; : ..... • t I : . 7 : : • • 7 - ; :. ;*.': :. .. I, • .4. . I• ;• :• • ;• •:7• . :' •• , •.: 7" i •• ''-'4• .• •,,.. .. r. , . , : :. t ,. z .' - : - .., • -•-•• •-: I ,• ".-'"l''-'1---'4-:•::"'••••'"'",.-4 q"-:' .:'..'•-•7"- .: --;---' " :.---1---4- --„--; : •••..• ''• •.•• ;. •'',--"---•••• :•• -,.--L•••-;..-,"2'--"..--::-.-7,--•.-•••..4•••••;•';-- ---.s:-.;,!•:••••••;;;!;t7 Tr•:-.V.--••••••;•• ••.--r--i-•-••-:-:.;; ‘ 1• : -'. : :., ,f• •• l• -.: •r - ::. . i• ; ; 'i '; •. .: . ; • : ; ; : : : I '. 7.;,b ..L, ' 1 • • • ,,_:•,.._..4...;L.S......3....:......•1 ...-1.1'%71•",'-.:.'''''.7-Tr- --7--:'-'1".-: --7-.L.'-F--."'•!.."3.---1--1--':. :.-- S-.'.'-''• "..."'."....""...-!--":-..:.".4 ...."1."-7-I. *i*--.7- f 1 ....• ': ', :. f .5. • 7 *':- : ; ..7:. • 1 •.z:-...: ••' ' .- ,:.-4. '- 7.7:.-.:-.'....._....,:.-47--;:....-1....i.:--...:-.4-.-:".. .',....'.......!...i -7 : . ........•....•., ..: . . •-'• .,...... :..;.._.i...--...'......:•..a ..i.--;.....-;-.,.;,.......---........44-.•;.-1,....4...-4,-;....„.1 .• •. ... ..• : •. . 'i i ••••• i :i i i. 1 S i . ..- ' .• 1 •• • • 1 • 7 .-• ::. :". .7 '; .: ..: 7 ' ..1 ..1. • • ' ;rs i 1 : i. :..• "4.•.:.:,•-,4,•.-30 .) p 1 . ; . : : :. i .: ,; i , T. .: , T •IT .3; .:. .: ...- ..:. i . 1:::...-...:.. ..............4 ••t•--.......... 4.rs4.7-..--.....-7.' -:--1:-.-:',.--:4 --.77-_ . 1:• • ••• ••..•yi--, (...„/-:,-;•'''..),7--ii•• :: ,•: ••f---,..•••,. ..i -- ..--.-i-- .----,---..E-t .,-Ei-...T_...:-,.........i... -_.,....,........i.„-:. .7i,...7.71..-...,.....t...7. x..7.1.•„.1...:,..7.,...:...- ,,,,,,;.; I ,.2_ .:-;.'...(:.1:',.,-,U-.i...,..4:-..LL..f....4.__:. ..• , -.; .,. 4.• : •.. •1; - .• ••;.• ., :. ! T ;• • • • • f • • : • ; ,, i. : .. 1 i 1. '.. : 4 ••• 1 - "•• 1 •••;.; ..1 .1. .., ,„::.m•..k, •t 7, tt• : i % , , . .. , : 7 1r . • t 1 , . „ . I ......4L:14.,,:.:-......?.....,....3--1,--;f-:;--;,•! ----:•.;•••!--.-t------7.--:•-•- `-:-•.------';------' • -•••••• •••-•-71- ''•••--'..-i•--7!--"':: •••..i."--7::....."•:"...7.-.-,•;-:T.-.•...2-''':".--:-•-•;', ..-:',"--t. ; .>< ; .. • fi.: .1r.1.2 •14... .,,,,i • 1 f,N.i 4 i t:1.. .4.. .■ 1.;.:. -, : .....t. .......(-.. ,..';' . , ....:-,.k*,.,'/-_,-..-2,- -, ......... . ....;.-1,-.......„i.,...„7.01V4..././D ..,..i."./..,..........t. Vie; . . " ----'-'''' 'S-' f:a.--arrirte-t-T-t::r-',27 i. le ir..) -1 1-=.',.: ' '--Tr 0-7 ,•., . - .T -777: ! 4,0 :- 1 , ..i. ...: T. i.. ,. .: ,..• -1 p.ii. .f... p„. • : 3,3,1(,..t ..e.„1" /. ,.,,, , , 1.6.„.„ •,... ... •: .......,_:....:_,:...... ........,•••,.._:_•••,-e, :- -J4- •,..?4,-.-•:-.- 1 - •• • .---. •• ;;K".,:. -i. • .ti?, .....r;• ---7•=, .......:.---T- - ""7-7.7-1•7•?•-••.':''-''F--7:7-"----7-`="7, I "‘-‘..4 •5 -.. I : :• 4 .4.... .:... , I _: • 1 f. ':.* .1: t. 'I'. i. :: •: •-. t• ...4 ,• . : 5 . •:.: -' . 7 i : . •.•. •• k .: . ' ' ; ■ ' : :.' - i .1 i* 1 : •• ... :: .k:•3.• -; 4;• "; ••.• ;,. ,•• .1 ; 1 1-.-:,7:::-I-";:-.::-'1"'7.T.---.:1;---•':' -I .: i: . I .:. :•.:--:. .;• ; :' : 1 i : : : 7. : ; 4., :. .1%. ;. 1. LH' ..I *:.• *i• •.1 ..V :- ;.. : :. ...:. i 1:-.1t..T•T-T 711--u.,..1-....."7-1-.""7 `3::--- .-7.--''-'• : .1 • ..: PI?: ' CAIE ET . ,......,;,...,,.....:... - • , -.•: 2; ." • •• • ..• .i." i ".•?.......f:-:' '.: 1--.1.-F.• .:" 1 00 f I. -.... ..... .i. :." i '.*.:. '..1..`"'"....r..'77"-1-7:7*1 *1 : ..• : • 1 : : *; : -: ' .;' ; 1 * : •t 1 ••': .: : • 7 4 . :• ;••••• L'- t..., i,• '...1_ ;,.. :'....j • :••• I .- !: '''s '',' '1.: '2: I.: •••': 't : '• ' , : •: • ., . .1 I 5 .:• : : . 1 :: : . i -•i- F 7 ' ' I , •:!.. :I. •:": •',, ..: .: .;• •*; . 1 ;• ' i I : ,., , -• --1- •"-- '-.•-•+:••;--;.7".1 ":"--..r---i'''":';•.•-:,^•:•77.•,•••••-••••-1-'•":•-•*-".••'''':''-';--..--;"''.';•"i"---- '"•''''•,'• •i '-1.'''''..•-•:•.4--7:1:••• •--:r-• '-•i:.........--:•:::••':f:.•^"--2,.-•-••.;;---:-.1.•-•':j •';'-'1'-'••••••••-•t"..:.•'-'-';,--V--1 . . :: ;,:.''.. F : '4' : ', "“•i ' '* ' : ' : :•',r2' '77r,... .::•.,., •1. •7 • 7,,.. i '. . j • :. i;••• . .• .• .., •• . : i• • • :: :: 1......J Li.„ ":._....1. •-:....2",i.,.:•....L'-..1..1.....:.._.i..- ...--..'-.-,•.:ir.--...,-.:---:,-:-•:---:--.....-....----4--i--7.--------.r. -.---r...."••*:'*-7-.7"-." - ''.;:- *4',. '''''.1"-'',.-..-I-17-71.-- ...-::. 1 '. .i •-•';.•:i. ....' ':' : 1. 'i. ' .' 1.:-...": f. ;•::.f -.i .1...4... i . 4. t.,.. ±•_......i .i_...1... ....:.........-L...:---;.-.- - -.7,, 4' ,,,,,,,,,•1:-.. i ...:::.: •..--4--., --.-:---.----::.---4='•':- -I--.--...--:-,-:•.---:-, •-•::•-• .-'''' ;--''':-------;'-:; -...._ 1- 4"---.::-...7:-. 77-y.. ' -1.:-n't."' -' ' . ■ :. . ". 7 i ': : ' ti-• -i:I: i'''', I : '• : •• 1 ' '. i• .4 A .-4 :.•'. 2,, 1.,r's• ,... • ,. :1_l_....! i' ..,...t.... .,--......;:,-,:-..,4*.•,•-••4••-•-!----■:--.,-t-i-r-÷-.----.--'--••••,...1.•."-••••---:-.:-....:-:.- •:- . '' -,.•- '-, -:- -,-4L-.---:'n::;--;----,...--.1..--7-1'.."';'''.1"7-7-77 4::•••••7"..;7.••• •••,•-'7.•""t•••••••••:- .!....."7 -,...i.... '....'..L-..:1 ...! ...;....1 •. . L ' j• .,.,.... 7 :• i• : • I7 : 7. . • • ii : / •• •• • -. :. . • : ; ',..• 7•• •••• i . : • . • : ., 1.• '.• :: .:. ::. ;:• ..; i. { .! 1 f ; .. :. i . .: . ...• :. .: ; ". i -, 1 'I ; '; :: ) ; '•• f• :1: ,,..ek... •.....__ :...,..,.4......4•__!....,,.:., I •.:. i ."1. . i' .1. ..1. 1, z :.• .:., .r-. .: ..., • : : : ; '4. i . ..... .7 i : 7: 7. "f : •I : •:•' •": f :: :::..'- .- ' .:. : • ; 4 I f ;.•4 ! -. .f - I: ; ;. ••••;• 1" : ''! 1 ••• ; • : : • ; • . . • . : ; . ; : ••• .; r % i i ; ...2.1;•' . . ,. 't : ; .. . . .....-.....r.,-........:-....-....‘,.......-.--------* ••••.•.•-•,..,..-..-..........._-__,...............--............,...-.... ,.................____-__..,,.......,,.......,,,.....„___,.......,....__,,,w,_,„,„.._,,,,,„.,.„„„,...., 4. .. p , t • -1' ....._ ... _ _ - - - . ,, ,,,,,, ,,,,,..„?„.._,,,, GEdiiA. Coastal Resources Division n U : ' 1`=! j flj i71 11 ii December 21, 2005 it DE`- ti 2 2005 ilil i Mr. Bernard Goode �• ' ...4 `;,!` ' ', - ,---, 1415 Miller Avenue "' `-- Tybee Island, Georgia 31328 Re: Marsh Jurisdiction Line for Lots 180 and 181, Ward No. 2, Tybee Island, Chatham County, Georgia Dear Mr. Goode: Our office has received the survey plat stamped and sign dated November 22, 2005, by James Whitley Reynolds for the above-described tract. This plat and survey generally depict the delineation of the marsh/upland boundary as required by the State of Georgia for jurisdiction under authority of the Coastal Marshlands Protection Act of 1970. The delineation of jurisdictional tidal wetlands is subject to change due to environmental conditions and legislative enactments. This delineation is valid for one year from the date of this letter, but may be voided should legal and/or environmental conditions change. Also, owners must contact DNR Environmental Protection Division or the City of Tybee regarding any impacts of land within 25 feet of the State marshline. We appreciate you providing us with this information for our records. Please contact us if we maybe of further assistance. Sincerely, 4v0_.-/ Christina Hodge Permit Coordinator Habitat Management Program Cc: Dee Anderson, City of Tybee Mark Padgett,US ACOE Georgia Department of Natural Resources o Coastal Resources Division One Conservation Way 0 Brunswick, Georgia 31520 Tyr: (Q1/) ?(,./.(._7?-1R 0 PA X• (017) 967_1143 e% WD3: 1_?tfp://crcl c nr.?*-' 2;1,f,, COURSE HEARING DISTANCE L-1 N 74°59'43"E 17.05' L-2 N 19°08'09"W 9.58' L-3 S 76°30'58"W 16.33' L-4 N 22°12'36"E 102.48' tL-6 5 52°41.05"E 12.59' FIFTH AVENUE 60' R/W L-7 S 08°14'17"W 10.49' / (UNOPENED) v L-8 S 55°54'32"W 27.00' v cn L-9 S 19°48'34"W 12.78' L-10 S 45°22'45"E 11.48' a L-11 N 83°50'48"E 21.79' a I L-12 S 68°58'20"E 18.88' L-13 S 19°05'21"W 19.59' L-14 N 53°19'18"E 23.80' L-15 S 54°10'55"E 11.19' z L-16 S 12°49'32"W 17.45' DITCH 'AIM n L-17 S 40°02'41"W 46.40' L-18 S 50°23'25"W 23.00' I{ L-19 N 36°54'01"W 11.12' N 20°59'35"E 120.16' L-20 N 53°24'03"E 24.34' L-21 N 46°09'26"W 23.47' \ ---1 L-22 N 84°53'22"W 26.37' I ( S L-23 S 16°21'39"W 21.22' l� \ L-24 S 31°48'24"E 11.49' .t\ d\ L-25 S 15°29'10"W 11.39' / r L-26 S 86°59'18"W 12.99' `1,A v 27 N 26°07'56"W 36.76' �� n e- V � I / < . v- L-23-�. / ° `� z / UPLAND- Y O a° \ r ��7 .-r W 1,-25 o� NN\ \� DNR JD LINE 63.1 LOT 181 w x Cn LOT 182 ° LOT 180 I Cn F O G1 • E. o Z W C±). t I . 4 , � _1 , . .N,,,,L4_ 3 NOTE: UPLAND IN THIS I <�IB AREA HAS NOT BEEN DELINEATED. DATE: NOVEMBER 16, 2005 L---2-- ----- \1 -/-17 I ,E NO. 99-3F L-16 c3cORGj4 — _ _ _ _ — " S'21°01'16"W 120.08' .1. WHITLEY REYNOLDS m DNR JD LINE FOR LOTS 180 (Sc LOT 150 LOT 151 181, WARD NO. 2, TYBEE LAND SURVEYOR y . •24. q m 636 STEPHENSON AVENUE � p �' 24"PLASTIC PIPE SUITE C ,sURa�.c°�4 J 20 0 20 40 60 ISLAND CHATHAM COUNTY, TELEPHONE: 912-352-0464 �P I X Y 3 1 1 I l l i I I I I GEORGIA FAX: 912-352-7787 GRAPHIC SCALE - FEET _ • BERNARD N. GOODE 1415 MIZZEN AVENUE TYBEE ISLAND, GEORGIA 31328 TEL (912) 786-8669 August 21, 2006 r ft } nnr;r `- ! 2&JB AUG I,;v Mayor Jason Buelterman P. O. Box83 1JL} Tybee Island, GA 31328 ---- ............ Jason, You may know that last week we received good news from EPD regarding our proposed house construction at 503 7th Street. By letter dated July 28, 2006(not received in the mail until August 14),Director Carol Couch reconfirmed EPD decisions made in 2002 and 2003 that the proposed house construction would involve only minor land disturbing in the 25-foot marsh buffer and thus was exempt from the need for a buffer variance. This would seem to obviate the need for a buffer variance from the City of Tybee. As I mentioned to you in my letter of March 21, 2006, Tybee's ordinance reads to me as excepting buffer variance requirements where "otherwise allowed by the Director pursuant to O.C.G.A 12-2-8" and defines the"Director" as "The Director of the Environmental Protection Division of the Department of Natural Resources." I note Dee Anderson was included on the cc list and understand EPD coordinated with Tybee before sending the letter. I enclose a copy of the EPD letter. After being turned down by Council on March 9, 2006, and prior to writing EPD for the reconfirmation, we decided to reduce the size of the house and eliminate a planned deck—as mentioned to you in my e-mail of May 23, 2006. A copy of the latest plan dated May 22, 2006, is enclosed. As the EPD letter states, I will need a permit from the Coastal Resources Division of DNR for the driveway crossing of the 7th Street ditch. CRD will not accept my application for the crossing until I have a letter from"the local zoning authority stating that this proposal does not violate any zoning laws." It was my quest for this letter last January that led to me being told I needed a variance under Tybee's newly adopted Sediment and Erosion Control ordinance. Other than our desire to be able to build and move here as soon as possible, there are other reasons why time is of the essence. Late last year CRD and the Corps of Engineers did new jurisdictional determinations because of the length of time that had passed since they were done in 2000 for Lots 181 and 182 and because I had not acquired Lot 180 until 2004. The Corps' new determination is valid for five years;but CRD will only validate for one year from the date of its verification letter—in my case, until December 21, 2006. If I miss that date getting the crossing permit from CRD, I may have to get a new delineation and survey. The last survey cost me $1,000. And, of course, the Chatham County tax collectors wait for no one. My project's regulatory history is quite complex;but my request to you is quite simple: what do I need to do in order for Tybee to give me the letter I am required to have in order to apply to CRD for the ditch crossing permit? If you think a meeting with city officials would help expedite the zoning letter, I will be pleased to meet at their convenience—as long as it is before September 11th when Beverly and I leave for 3 weeks in the Maine woods. Thanks Jason for all the help and hope you have given us in finding a way to proceed on this project. For your convenience I am enclosing the three previous letters I wrote you earlier this year on this matter—March 13,March 21, and May 10. I look forward to hearing from you. In hopes that it will expedite a response,I have taken the liberty to send copies of this letter,EPD Director Carol Couch's July 28, 2006 letter, and the current site plan to Bubba Hughes, Diane Schleicher, and Dee Anderson. Sincerely, Bernard N. Goode Encl. —as stated Cc: Bubba Hughes Diane Schleicher Dee Anderson '.st ' .fir( O I 7 -, Gec iia Department of K_.tural Resources 2 Martin Luther King,Jr. Drive, S.E., Suite 1152 East Tower,Atlanta, Georgia 30334-9000 Noel Holcomb, Commissioner Carol A. Couch, Ph.D., Director Environmental Protection Division 404/656-4713 July 28, 2006 Mr. Bernard N. Goode 1415 Miller Avenue Tybee Island, Georgia 31328 RE: Home Construction _Tybee-1sla d.,-Georgia Dear Mr. Goode, This letter is in response to your May 23, 2006 letter requesting concurrence from the Georgia Environmental Protection Division (EPD)for the construction of your house overlooking the Horsepen Creek Marsh. Letters sent by EPD on August 21, 2002 and April 10, 2003 exempted the construction of your original house site plan (dated November 30, 2000) based on information provided in a stream buffer variance application that the construction would involve only minor land disturbing in the 25-foot marsh buffer. Review of your current, revised site plan (dated May 22, 2006) indicates that the footprint of the house site has not significantly changed and still does not constitute major land disturbing. The concurrences given in the two above letters will remain valid as long as the construction techniques for the house remain the same. Please note that this concurrence does not relieve you of any obligation or responsibility for complying with the provisions of any other law or regulations of any federal, local or additional State authority. This includes obtaining a Coastal Marshlands Protection Act permit for the driveway crossing. If you have any questions concerning this letter please contact Mr. Lawrence Hedges or Ms. Jan Sammons with my NonPoint Source Program at(404) 675-6240. cerely, _ Carol A. Couch, Ph.D. Director CAC:jsk cc: Darrell Crosby Susan Shipman Dee Anderson ,, 1)ITCIi FIFTH .AVENUE 60' -R/ ' (UNOPENED) N 20°59'35"E 120.16' cn`.yti x ...�.. ..ss� r OWNS. MEOW A! �+ I RB A \ S (UPLAND \ v 1 „tit / 1 • 16 5r--\,.., Pa riC"J °MC/ .. .\.011:........if.l....'....1:...715::::s...% ....**4/4...:,..„,....,.... fro 4 of,— --;:::„. , .1)..-1,,,... y ■ 1/*------ ----\\ - 4,7 IT N *"•% -, \,.._ ---4,1 . \ ,.....pityorox. . .. ,, . \DNR & COE JD LINE--® .•► d , ,yo us e E . JOT 182 4 1 LOT 181 Fo o+D r "t'"1�, `.' LOT 180 1 4 A.,.. . t" fr,... , , I . .. 1 , . . , . . 4 N., „ : j . . N., / ., ,,,,,,,,.. : ,: . ." : ., .. — . . ,n . NOTE: UPLAND IN THIS c? I ''� AREA IAS NOT BEEN o (UPLAND . I DELINE.A7'ED. ', , ~ '� .fro owed Goode Residence 503 7th Street „� ,®, ■ ._.: ..... , „ bee Island, Georgia CA S 21:001'16"W 120.08' LOT 150 LOT 151 Site Plan 20 0 20 40 60 �ViSed MaY 2z,aop6 � � � � 1-11 � I � f January 16, 2006 ' GRAPHIC SCALE — FEET 18" PLASTIC PIIPE PLANNING COMMISSION CHAIR .. CITY MANAGER Lawanna Tsoulos -c. Diane Schleicher lj PLANNING COMMISSION ZONING ADMINISTRATOR Barry Brown,Vice ) Dee Anderson Susan Hill,Vice Vice Charlie Brewer / CITY ATTORNEY Sandy Chandler Hughes M.Hu es R,.. i f _t Bill Garbett Honor Hutton Gene Kindrick Chuck Powell August 25, 2006 Bernard Goode CJ p 1415 Miller Avenue �► Tybee Island, GA. 31328 Dear Bernie, In response to your letter to Mayor Buelterman dated 08/21/06 inquiring as to how to go about getting a letter to take to Department of Natural Resources you have 2 options. If you wish to go with a box culvert as your plans indicate you will need to apply for a variance to ask permission to fill wetlands based on Tybee ordinance 5-010 (K) which prohibits the placement of fill in wetlands . Option 2 would be to bridge the ditch which would require a variance for land disturbing within the 25 foot marsh buffer. If you have any further questions regarding this matter please feel free to contact me at 786-4573 ext. 107 or email at danderson @cityoftybee.org. Donald Anderson Zoning Administrator CC. Mayor Buelterman Diane Schleicher Bubba Hughes 1i Chapter 7, Control of Erosion and Sedimentation Includes Amendments Through the 2003 Session of the General Assembly* 12-7-1. Short title. This chapter shall be known and may be cited as the "Erosion and Sedimentation Act of 1975, as amended." 12-7-2. Legislative findings; policy of state and intent of chapter. It is found that soil erosion and sediment deposition onto lands and into waters within the watersheds of this state are occurring as a result of widespread failure to apply proper soil erosion and sedimentation control practices in land clearing,soil movement,and construction activities and that such erosion and sediment deposition result in pollution of state waters and damage to domestic, agricultural,recreational,fish and wildlife,and other resource uses.It is therefore declared to be the policy of this state and the intent of this chapter to strengthen and extend the present erosion and sedimentation control activities and programs of this state and to provide for the establishment and implementation of a state-wide comprehensive soil erosion and sedimentation control program to conserve and protect the land, water, air, and other resources of this state. 12-7-3. Definitions. As used in this chapter,the term: (1) "Board"means the Board of Natural Resources. (2)"Buffer"means the area of land immediately adjacent to the banks of state waters in its natural state of vegetation, which facilitates the protection of water quality and aquatic habitat. *This is an unofficial copy prepared by the Georgia Environmental Protection Division. Its sole purpose is expediency in copying and distribution. The reader should refer to the Official Code of Georgia for the official text of this statute. (3) "Commission"means the State Soil and Water Conservation Commission. (4)"Director"means the director of the Environmental Protection Division of the Department of Natural Resources. (5) "District" means any one of the soil and water conservation districts of this state. (6) "Division" means the Environmental Protection Division of the Department of Natural Resources. (7) "Drainage structure" means a device composed of a virtually nonerodible material such as concrete, steel, plastic, or other such material that conveys water from one place to another by intercepting the flow and carrying it to a release point for storm-water management,drainage control, or flood control purposes. (8)"Erosion and sedimentation control plan"or"plan"means a plan for the control of soil erosion and sedimentation resulting from a land-disturbing activity. (9) "Land-disturbing activity"means any activity which may result in soil erosion from water or wind and the movement of sediments into state water or onto lands within the state,including,but not limited to, clearing, dredging, grading, excavating, transporting, and filling of land but not including agricultural practices as described in paragraph(5) of Code section 12-7-17. (9.1) "Larger common plan of development or sale" means a contiguous area where multiple separate and distinct construction activities are occurring under one plan of development or sale.For purposes of this paragraph, "plan"means an announcement;piece of documentation such as a sign, public notice or hearing,sales pitch,advertisement, drawing,permit application,zoning request, or 2 computer design;or physical demarcation such as boundary signs,lot stakes,or surveyor markings, indicating that construction activities may occur on a specific plot. (10)"Local issuing authority"means the governing authority of any county or municipality which is certified pursuant to subsection (a) of Code section 12-7-8. (10.1) "Operator"means the party or parties that have: (A) Operational control of construction project plans and specifications,including the ability to make modifications to those plans and specifications; or (B) Day-to-day operational control of those activities that are necessary to ensure compliance with a storm-water pollution prevention plan for the site or other permit conditions,such as a person authorized to direct workers at a site to carry out activities required by the storm- water pollution prevention plan or to comply with other permit conditions. (11)"Person"means any individual,partnership,firm,association,joint venture,public or private corporation,trust,estate,commission,board,public or private institution,utility,cooperative, state agency,municipality or other political subdivision of this state,any interstate body,or any other legal entity. (12) "Qualified personnel" means any person who meets or exceeds the education and training requirements of Code section 12-7-19. (13)"Roadway drainage structure"means a device, such as a bridge,culvert,or ditch,composed of a virtually nonerodible material such as concrete,steel,plastic,or other such material that conveys water under a roadway by intercepting the flow on one side of a traveled way consisting of one or more defined lanes,with or without shoulder areas,and carrying water to a release point on the other side. 3 (14) "Soil and water conservation district approved plan"means an erosion and sediment control plan approved in writing by a soil and water conservation district. (15) "State general permit"means the National Pollution Discharge Elimination System general permit or permits for storm-water runoff from construction activities as is now in effect or as may be amended or reissued in the future pursuant to the state's authority to implement the same through federal delegation under the Federal Water Pollution Control Act, as amended, 33 U.S.C. Section 1251, et seq., and subsection (f) of Code section 12-5-30. (16) "State waters"includes any and all rivers,streams,creeks,branches,lakes,reservoirs,ponds, drainage systems, springs, wells, and other bodies of surface or subsurface water, natural or artificial,lying within or forming a part of the boundaries of the state,which are not entirely confined and retained completely upon the property of a single individual,partnership, or corporation. 12-7-4. Adoption of comprehensive ordinances relating to land-disturbing activities; delegation of responsibility to planning and zoning commission; other local ordinances relating to land development; effect of chapter on design professionals. (a) The governing authority of each county and each municipality shall adopt a comprehensive ordinance establishing the procedures governing land-disturbing activities which are conducted within their respective boundaries. Such ordinances shall be consistent with the standards provided by this chapter.Local governing authorities shall have the authority,by such ordinance,to delegate in whole or in part the responsibilities of the governing authorities, as set forth in this chapter, to any constitutional or statutory local planning and zoning commission. Where the local governing authority deems it appropriate,it may integrate such provisions with other local ordinances relating to land development including but not limited to tree protection, flood plain protection, stream buffers, or storm-water management; and the properties to which any of the types of ordinances 4 identified in this Code section shall apply, whether or not such ordinances are integrated, shall include without limitation property owned by the local governing authority or by a local school district, except as otherwise provided by Code section 12-7-17. (b) Nothing in this chapter shall be construed as to limit or exclude any design professional, including but not limited to any professional engineer or registered land surveyor, or Natural Resource Conservation Service employee, within any county, municipality, or consolidated government in this state from performing such professional services as may be incidental to the practice of his or her profession,including any and all soil erosion and sedimentation control plans, storm-water management reports including hydrological studies, and site plans, when such professional has demonstrated competence through such qualifications,education,experience,and licensing as required for practice in this state by applicable provisions of Title 43 related to such profession; provided, however, that any such person shall be subject to the requirements of Code section 12-7-19. 12-7-5. Adoption of rules and regulations for localities without ordinances. The board,by appropriate rules and regulations,shall adopt the procedures governing land-disturbing activities which are conducted in those counties and municipalities which do not have in effect an ordinance conforming to this chapter. Such rules and regulations shall be developed by the division in consultation with the commission and shall contain provisions which meet those minimum requirements set forth in Code section 12-7-6. 12-7-6. Best Management Practices; minimum requirements for rules,regulations= ordinances,or resolutions. (a)(1)Best management practices as set forth in subsection(b)of this Code section shall be required for all land-disturbing activities. Proper design,installation, and maintenance of best management practices shall constitute a complete defense to any action by the director or to any other allegation of 5 noncompliance with paragraph(2)of this subsection or any substantially similar terms contained in a permit for the discharge of storm water issued pursuant to subsection(f)of Code section 12-5-30. As used in this subsection, the terms "proper design" and "properly designed" mean designed in accordance with the hydraulic design specifications contained in the "Manual for Erosion and Sediment Control in Georgia" specified in subsection (b) of this Code section. (2) A discharge of storm-water runoff from disturbed areas where best management practices have not been properly designed,installed,and maintained shall constitute a separate violation of any land-disturbing permit issued by a local issuing authority or of any state general permit issued by the division pursuant to subsection (f) of Code section 12-5-30, for each day on which such discharge results in the turbidity of receiving waters being increased by more than 25 nephelometric turbidity units for waters supporting warm water fisheries or by more than ten nephelometric turbidity units for waters classified as trout waters. The turbidity of the receiving waters shall be measured in accordance with guidelines to be issued by the director. This paragraph shall not apply to any land disturbance associated with the construction of single-family homes which are not part of a larger common plan of development or sale unless the planned disturbance for such construction is equal to or greater than five acres. (3) Failure properly to design, install, or maintain best management practices shall constitute a violation of any land-disturbing permit issued by a local issuing authority or of any state general permit issued by the division pursuant to subsection (f) of Code section 12-5-30 for each day on which such failure occurs. (4) The director may require, in accordance with regulations adopted by the board,reasonable and prudent monitoring of the turbidity level of receiving waters into which discharges from land-disturbing activities occur. (b) The rules and regulations, ordinances, or resolutions adopted pursuant to this chapter for the 6 purpose of governing land-disturbing activities shall require, as a minimum,protections at least as stringent as the state general permit; and best management practices,including sound conservation and engineering practices to prevent and minimize erosion and resultant sedimentation, which are consistent with,and no less stringent than,those practices contained in the"Manual for Erosion and Sediment Control In Georgia"published by the State Soil and Water Conservation Commission as of January 1 of the year in which the land-disturbing activity was permitted, as well as the following: (1) Stripping of vegetation, regrading, and other development activities shall be conducted in such a manner so as to minimize erosion; (2) Cut and fill operations must be kept to a minimum; (3) Development plans must conform to topography and soil type, so as to create the lowest practicable erosion potential; (4) Whenever feasible, natural vegetation shall be retained, protected, and supplemented; (5) The disturbed area and the duration of exposure to erosive elements shall be kept to a practicable minimum; (6)Disturbed soil shall be stabilized as quickly as practicable; (7)Temporary vegetation or mulching shall be employed to protect exposed critical areas during development; (8) Permanent vegetation and structural erosion control measures must be installed as soon as practicable; 7 f ' (9) To the extent necessary, sediment in run-off water must be trapped by the use of debris basins,sediment basins,silt traps,or similar measures until the disturbed area is stabilized. As used in this paragraph, a disturbed area is stabilized when it is brought to a condition of continuous compliance with the requirements of this chapter; (10)Adequate provisions must be provided to minimize damage from surface water to the cut face of excavations or the sloping surfaces of fills; (11) Cuts and fills may not endanger adjoining property; (12)Fills may not encroach upon natural watercourses or constructed channels in a manner so as to adversely affect other property owners; (13)Grading equipment must cross flowing streams by the means of bridges or culverts,except when such methods are not feasible, provided, in any case, that such crossings must be kept to a minimum; (14)Land-disturbing activity plans for erosion and sedimentation control shall include provisions for control or treatment of any source of sediments and adequate sedimentation control facilities to retain sediments on site or preclude sedimentation of adjacent waters beyond the levels specified in subsection (a) of this Code section; (15) Except as provided in paragraph (16) of this subsection, there is established a 25 foot buffer along the banks of all state waters, as measured horizontally from the point where vegetation has been wrested by normal stream flow or wave action, except where the director determines to allow a variance that is at least as protective of natural resources and the environment, where otherwise allowed by the director pursuant to Code section 12-2-8, or where a drainage structure or a roadway drainage structure must be constructed, provided that adequate 8 erosion control measures are incorporated in the project plans and specifications and are implemented; provided, however that buffers of at least 25 feet established pursuant to Part 6 of Article 5 of Chapter 5 shall remain in force unless a variance is granted by the director as provided in this paragraph. The following requirements shall apply to any such buffer: (A) No land-disturbing activities shall be conducted within a buffer and a buffer shall remain in its natural, undisturbed, state of vegetation until all land-disturbing activities on the construction site are completed. Once the final stabilization of the site is achieved,a buffer may be thinned or trimmed of vegetation as long as a protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed;provided, however, that any person constructing a single family residence, when such residence is constructed by or under contract with the owner for his or her own occupancy, may thin or trim vegetation in a buffer at any time as long as protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed; (B) On or before December 31,2000,the board shall adopt rules which contain specific criteria for the grant or denial by the director of requests for variances. After such date, no variance shall be granted by the director which is not consistent with the criteria contained in such rules;provided,however, that, should the board fail to adopt rules which contain specific criteria for the granting or denial of requests for variances by the director on or before December 31,2000,the authority of the director to issue such variances shall be suspended until the board adopts such rules; and (C) The buffer shall not apply to the following land-disturbing activities,provided that they occur at an angle, as measured from the point of crossing, within 25 degrees of perpendicular to the stream; cause a width of disturbance of not more than 50 feet within the buffer; and adequate erosion control measures are incorporated into the project plans and 9 specifications and are implemented: (i) Stream crossings for water lines; or (ii) Stream crossings for sewer lines; and (16) There is established a 50 foot buffer, as measured horizontally from the point where vegetation has been wrested by normal stream flow or wave action, along the banks of any state waters classified as "trout streams" pursuant to Article 2 of Chapter 5 of this Title except where a roadway drainage structure must be constructed,provided,however that small springs and streams classified as trout streams which discharge an average annual flow of 25 gallons per minute or less shall have a 25 foot buffer or they may be piped, at the discretion of the landowner,pursuant to the terms of a rule providing for a general variance promulgated by the board providing for notice to the division or local issuing authority of the location and extent of the piping and prescribed methodology for minimizing the impact of such piping and for measuring the volume of water discharged by the stream. Any such pipe must stop short of the downstream landowner's property and the landowner must comply with the buffer requirement for any adjacent trout streams. The director may grant a variance from such buffer to allow land-disturbing activity, provided that adequate erosion control measures are incorporated in the project plans and specifications and are implemented. The following requirements shall apply to any such buffer: (A) No land-disturbing activities shall be conducted within a buffer and a buffer shall remain in its natural,undisturbed,state of vegetation until all land-disturbing activities on the construction site are completed. Once the final stabilization of the site is achieved, a buffer may be thinned or trimmed of vegetation as long as a protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed;provided, however, that any person constructing a single family residence, when such residence is constructed by or under contract with the owner for his or her own occupancy,may thin or trim vegetation in a buffer at any time as long as protective vegetative cover remains to protect water quality and aquatic habitat and a natural canopy is left in sufficient quantity to keep shade on the stream bed; 10 (B) On or before December 31,2000,the board shall adopt rules which contain specific criteria for the grant or denial by the director of requests for variances. After such date, no variance shall be granted by the director which is not consistent with the criteria contained in such rules; provided, however,that,should the board fail to adopt rules which contain specific criteria for the grant or denial or requests for variances by the director on or before December 31, 2000, the authority of the director to issue such variances shall be suspended until the board adopts such rules; and (C) The buffer shall not apply to the following land-disturbing activities, provided that they occur at an angle, as measured from the point of crossing, within 25 degrees of perpendicular to the stream; cause a width of disturbance of not more than 50 feet within the buffer; and adequate erosion control measures are incorporated into the project plans and specifications and are implemented: (i) Stream crossings for water lines; or (ii) Stream crossings for sewer lines. (c) Nothing contained in this chapter shall prevent a local issuing authority from adopting rules and regulations,ordinances,or resolutions which contain stream buffer requirements that exceed the minimum requirements in subsection (b) of this Code section. (d) The fact that land-disturbing activity for which a permit has been issued results in injury to the property of another shall neither constitute proof of nor create a presumption of a violation of the standards provided for in this Code section or the terms of the permit. 12-7-7. Permit or notice of intent required for land-disturbing activities; approval of application and issuance of permit; denial of permit; bond requirement. (a) No land-disturbing activities shall be conducted in this state, except those land-disturbing activities provided for in Code section 12-7-17, without the operator first securing a permit from a local issuing 11 authority or providing notice of intent to the division as required by this Code section. (b) In those counties and municipalities which are certified as local issuing authorities pursuant to subsection (a) of Code section 12-7-8: (1) The application for such permit shall be made to and the permit shall be issued by the governing authority of the county wherein such land-disturbing activities are to occur, in the event that such activities will occur outside the corporate limits of a municipality; (2)In those instances where such activities will occur within the corporate limits of any municipality,the application for such permit shall be made to and the permit shall be issued by the governing authority of the municipality in which such land-disturbing activities are to occur; and (3) The local issuing authority shall conduct inspections and enforce the permits it issues. (c)In those counties and municipalities which are not certified pursuant to subsection(a)of Code section 12-7-8,the terms of the state general permit shall apply,those terms shall be enforced by the division,and no individual land-disturbing activity permit under this Code section will be required;provided,however, that notice of intent shall be submitted to the division prior to commencement of any land-disturbing activities under the state general permit in any of such uncertified counties or municipalities. (d)(1)Fees assessed pursuant to paragraph(5)of subsection(a)of Code section 12-5-23 shall be calculated and paid by the primary permittee as defined in the state general permit for each acre of land-disturbing activity included in the planned development or each phase of development. (2)In a jurisdiction that is certified pursuant to subsection(a)of Code section 12-7-8,half of any such fees levied shall be submitted by the applicant to the local issuing authority and half of such fees shall be submitted to the division; except that any and all fees due from an entity which is required to give notice pursuant to paragraph (9) or (10) of Code section 12-7-17 shall be submitted in full to the division, 12 regardless of the existence of a local issuing authority in the jurisdiction.In a jurisdiction where there is no local issuing authority, the full fee shall be submitted to the division. (e)Except as provided in this subsection,no permit shall be issued pursuant to subsection(b)of this Code section unless the erosion and sediment control plan has been approved by the appropriate district as is required by Code section 12-7-10. When the governing authority of a county or municipality lying within the boundaries of the district demonstrates capabilities to review and approve an erosion and sediment control plan and requests an agreement with the district to conduct such review and approval,the district, with the concurrence of the commission, shall enter into an agreement which allows the governing authority to conduct review and approval without referring the application and plan to the district,if such governing authority meets the conditions specified by the district as set forth in the agreement. A district may not enter into an agreement authorized in this Code section with the governing authority of any county or municipality which is not certified pursuant to subsection (a) of Code section 12-7-8. (f)(1)If a permit applicant has had two or more violations of previous permits or this Code section within three years prior to the date of filing of the application under consideration,the local issuing authority may deny the permit application. (2) The local issuing authority may require the permit applicant to post a bond in the form of government security, cash, irrevocable letter of credit, or any combination thereof up to, but not exceeding, $3,000.00 per acre of the proposed land-disturbing activity,prior to issuing the permit. If the applicant does not comply with this Code section or with the conditions of the permit after issuance, the issuing authority may call the bond or any part thereof to be forfeited and may use the proceeds to hire a contractor to stabilize the site of the land-disturbing activity and bring it into compliance. This subsection shall not apply unless there is in effect an ordinance or statute specifically providing for hearing and judicial review of any determination or order of the local issuing authority with respect to alleged permit violations. 13 12-7-7.1 Erosion and sediment control plan prepared; completion; implementation. (a) As used in this Code section, the term "contractor" means the individual, firm, corporation, or combination thereof or governmental organization contracting with the Department of Transportation or State Road and Tollway Authority for the performance of prescribed work. (b)(1)In addition to the requirements of Code section 12-7-6,the Department of Transportation or the State Road and Tollway Authority after July 1, 2003, shall not contract for land-disturbing activity on any construction or maintenance project that will disturb one or more contiguous acres of land until an erosion and sediment control plan for such project has been prepared and accepted pursuant to this Code section. (2)Through its own forces or by means of the acquisition of professional service pursuant to the provisions of Chapter 22 of Title 50, the Department of Transportation or the State Road and Tollway Authority shall be responsible for the preparation of an erosion and sediment control plan for any construction or maintenance project as required by paragraph (1) of this subsection. Any consultant providing such professional service shall be prequalified by the Department of Transportation as a responsible bidder for the design of erosion and sediment control plans. The division shall assist the Department of Transportation in developing the prequalification approval process for purposes of this subsection. (c) Upon completion of a proposed plan, the same shall be submitted to the division for review and comment as required by the state general permit. (d)(1)All bidders for any construction or maintenance project subject to this Code section shall review and submit with their bid proposal a cost estimate as a separate bid for the implementation of the plan,it being understood that the contractor may utilize either its own personnel and resources,qualified subcontractors, or both for implementation of the plan. All contractors and subcontractors for such projects shall be 14 prequalified by the Department of Transportation as a responsible bidder for the installation of erosion and sediment control devices in accordance with a plan. The division shall assist the Department of Transportation in developing the prequalification approval process for purposes of this subsection. (2)The contractor for a construction or maintenance project subject to this Code section shall be responsible for implementing the plan on the awarded project. Payment to any contractor under any contract for implementing any part or all of any plan shall not be on a lump sum basis; rather, such payment shall be based upon unit prices for specific quantities of work performed pursuant to the approved erosion and sediment control plan plus any additional quantities of completed work necessitated by project conditions affecting erosion and sediment control,including without limitation soil types and weather conditions. Charges for all maintenance and cleaning of erosion and sediment control devices shall likewise be paid on a unit price basis. (e)(1)Through the services of independent consultants,contractors,or subcontractors,or by its own forces, the Department of Transportation shall monitor the water quality and inspect the installation and maintenance of the best management practices in accordance with the plan. All such consultants, contractors, or subcontractors, shall be prequalified by the Department of Transportation as a responsible bidder for the inspection of such best management practices and shall have the necessary expertise to determine that such practices are being installed and maintained in accordance with the plan. The division shall assist the Department of Transportation in developing the prequalification approval process for purposes of this subsection. (2) Proper design, installation, and maintenance of best management practices shall constitute a complete defense to any action by the director or to any other allegation of noncompliance with paragraph (2) of subsection (a) of Code section 12-7-6. (3) If deficiencies in the plan or installation or maintenance of best management practices are discovered during the inspection, the Department of Transportation or the State Road and Tollway 15 Authority shall determine the appropriate corrective action. Further,the Department of Transportation or State Road and Tollway Authority may require the consultant to amend the plan or the contractor to change its procedures by change order or supplemental agreement in order to institute such changes as may be necessary to correct any errors or deficiencies in the plan, the implementation of the plan, or the maintenance of the best management practices. (4) The division, the Department of Transportation, or the State Road and Tollway Authority shall control or coordinate the work of its employees inspecting any project so as to prevent any delay of, interference with,or hindrance to any contractor performing land-disturbing activity on any project subject to the provisions of the Code section. (f)(1)There shall be an Erosion and Sediment Control Overview Council which shall provide guidance on the best management practices for implementing any erosion and sediment control plan for purposes for this Code section. The council shall be composed of nine members,including one member who shall be appointed by the Speaker of the House of Representatives and serve at the pleasure thereof; one member who shall be appointed by the Lieutenant Governor and serve at the pleasure thereof;and seven members who shall be appointed by the Governor and serve at the pleasure thereof, including one employee each from the Department of Transportation, the Environmental Protection Division of the Department of Natural Resources,and the Georgia Regional Transportation Authority,a professional engineer licensed to practice in this state from a private engineering consulting firm practicing environmental engineering,two representatives of the highway contracting industry certified by the Department of Transportation, and a chairperson. The council shall meet at the call of the chairperson. Each council member shall receive a daily allowance in the amount specified in subsection (b) of Code Section 45-7-21: provided,however, that any full-time state employee serving on the council shall draw no compensation but shall receive necessary expenses. The commissioner is authorized to pay such compensation and expenses from department funds. (2) The council may develop recommendations governing the preparation of plans and the installation 16 and maintenance of best management practices. If a dispute concerning the requirements of this Code section should arise, the Erosion and Sediment Control Overview Council shall mediate the dispute. (g) Nothing in this Code section shall be construed to affect the division's authority under Article 2 of Chapter 5 of this Title, the "Georgia Water Quality Control Act." 12-7-8. Certification of locality as local issuing authority; periodic review; procedure for revoking certification; enforcement actions. (a)(1) If a county or municipality has enacted ordinances which meet or exceed the standards, requirements, and provisions of this chapter and the state general permit, except that the standards, requirements, and provisions of the ordinances for monitoring, reporting, inspections, design standards, turbidity standards,and education and training shall not exceed the state general permit requirements,and which are enforceable by such county or municipality, and if a county or municipality documents that it employs qualified personnel to implement enacted ordinances, the director may certify such county or municipality as a local issuing authority for the purposes of this chapter. (2)A local issuing authority shall regulate both primary and secondary permittees as such terms are defined in the state general permit.Primary permittees shall be responsible for installation and maintenance of best management practices where the primary permittee is conducting land-disturbing activities. Secondary permittees shall be responsible for installation and maintenance of best management practices where the secondary permittee is conducting land-disturbing activities. A local issuing authority must review, revise, or amend its ordinances within 12 months of any amendment to this chapter. (b) The districts or the commission or both shall periodically review the actions of counties and municipalities which have been certified as local issuing authorities pursuant to subsection(a)of this Code section. The districts or the commission or both may provide technical assistance to any county or municipality for the purpose of improving the effectiveness of the county's or municipality's erosion and sedimentation control program. The districts or the commission shall notify the division and request 17 investigation by the division if any deficient or ineffective local program is found. (c)The board, on or before December 31, 2003, shall promulgate rules and regulations setting forth the requirements and standards for certification and the procedures for decertification of a local issuing authority. The division may periodically review the actions of counties and municipalities which have been certified as issuing authorities pursuant to subsection (a)of this Code section. Such review may include, but shall not be limited to, review of the administration and enforcement of a governing authority's ordinances and review of conformance with an agreement,if any,between the district and the governing authority. If such review indicates that the governing authority of any county or municipality certified pursuant to subsection(a) of this Code section has not administered or enforced its ordinances or has not conducted the program in accordance with any agreement entered into pursuant to subsection(e)of Code section 12-7-7, the division shall notify the governing authority of the county or municipality in writing. The governing authority of any county or municipality so notified shall have 30 days within which to take the necessary corrective action to retain certification as a local issuing authority. If the county or municipality does not take necessary corrective action within 30 days after notification by the division,the division may revoke the certification of the county or municipality as a local issuing authority. (d)The director may determine that the public interest requires initiation of an enforcement action by the division. Where such a determination is made and the local issuing authority has failed to secure compliance,the director may implement the board's rules and seek compliance under provisions of Code sections 12-7-12 through 12-7-15. For purposes of this subsection, enforcement actions taken by the division pursuant to Code sections 12-7-12 through 12-7-15 shall not require prior revocation of certification of the county or municipality as a local issuing authority. 12-7-9. Applications for permits; erosion and sediment control plans and data; time for issuance or denial. (a) Applications for permits shall be submitted in accordance with this chapter and the rules and 18 regulations, ordinances, and resolutions adopted pursuant to this chapter. Such applications shall be accompanied by the applicant's erosion and sediment control plans and by such supportive data as will affirmatively demonstrate that the land-disturbing activity proposed will be carried out in such a manner that the minimum requirements set forth in Code Section 12-7-6 shall be met. All applications shall contain a certification stating that the plan preparer or the designee thereof visited the site prior to creation of the plan or that such a visit was not required in accordance with rules and regulations established by the board. (b)No permit shall be issued to any applicant unless the local issuing authority affirmatively determines that the plan embracing such activities meets the requirements of Code Section 12-7-6. All applicable fees shall be paid prior to issuance of the land disturbance permit by the local issuing authority. (c) Permits shall be issued or denied as soon as practicable after the application therefor has been filed with the local issuing authority, but in any event not later than 45 days thereafter. 12-7-10. Referral of application and plan to district; time for action. Except as otherwise provided by Code section 12-7-7, immediately upon receipt of an application for a permit the application and plan for sediment and erosion control shall be referred to the appropriate district wherein such land-disturbing activities are proposed to take place, for its review and approval or disapproval concerning the adequacy of the erosion and sediment control plan proposed by the applicant. A district shall approve or disapprove a plan within 35 days of receipt.Failure of a district to act within 35 days shall be considered an approval of the pending plan. 12-7-11. Statement of reasons for denial of permit required; conditions for approval; suspension,revocation,or modification of permit. (a)Within the time specified by Code section 12-7-9,the local issuing authority shall issue or deny the 19 permit. The local issuing authority, upon denial of a permit, shall state its reasons for the denial, setting forth specifically wherein such application is found to be deficient. Any land-disturbing activity permitted under this chapter shall be carried out in accordance with this chapter and the ordinance, resolution, or rules and regulations adopted and promulgated pursuant to this chapter. The local issuing authority shall specify on the permit the conditions under which the activity may be undertaken. (b) The permit may be suspended, revoked, or modified by the local issuing authority, as to all or any portion of the land affected by the plan,upon a finding that the holder or his or her successor in title is not in compliance with the approved erosion and sediment control plan or that the holder or his or her successor in title is in violation of this chapter or any ordinance,resolution,rule,or regulation adopted or promulgated pursuant to this chapter. A holder of a permit shall notify any successor in title to him or her as to all or any portion of the land affected by the approved plan of the conditions contained in the permit. 12-7-12. Orders directed to violators; stop work order procedures. (a) Except as provided in subsection (d) of this Code section, whenever the director has reason to believe that a violation of any provision of this chapter,any rule or regulation of the board, or any order of the director has occurred in a county or municipality which is not certified pursuant to subsection (a) of Code Section 12-7-8,the director may issue an order directed to such violator or violators. The order shall specify the provisions of this chapter or the rules or regulations or order alleged to have been violated and may require that land-disturbing activity be stopped until necessary corrective action and mitigation have been taken or may require that necessary corrective action and mitigation be taken within a reasonable time to be prescribed in the order. Any order issued by the director under this Code section shall be signed by the director. Any such order shall become final unless the person or persons named therein request, in writing, a hearing pursuant to Code section 12-7-16. (b) Except as provided in subsection (d) of this Code section, whenever a local issuing authority has reason to believe that a violation of any provision of a local ordinance or resolution has occurred within the 20 jurisdiction of the local issuing authority, the local issuing authority may require that land-disturbing activity be stopped until necessary corrective action and mitigation have been taken or may require that necessary corrective action and mitigation be taken within a reasonable time. (c) The following procedures shall apply to the issuances of stop work orders: (1) For the first and second violations of the provisions of this chapter, the director or the local issuing authority shall issue a written warning to the violator. The violator shall have five days to correct the violation. If the violation is not corrected within five days,the director or local issuing authority shall issue a stop work order requiring that land-disturbing activities be stopped until necessary corrective action or mitigation has occurred;provided,however,that, if the violation presents an imminent threat to public health or waters of the state,the director or local issuing authority shall issue an immediate stop work order in lieu of a warning; (2) For a third and each subsequent violation, the director or issuing authority shall issue an immediate stop work order; and (3) All stop work orders shall be effective immediately upon issuance and shall be in effect until the necessary corrective action or mitigation has occurred. (d) When a violation of this chapter in the form of taking action without a permit, failure to maintain a stream buffer, or significant amounts of sediment, as determined by the local issuing authority or by the director or his or her designee, have been or are being discharged into state waters and where best management practices have not been properly designed,installed,and maintained,a stop work order shall be issued by the local issuing authority or by the director or his or her designee.All such stop work orders shall be effective immediately upon issuance and shall be in effect until the necessary corrective action or mitigation has occurred. Such stop work orders shall apply to all land-disturbing activity on the site with the exception of the installation and maintenance of temporary or permanent erosion and sediment controls. 21 12-7-13. Injunctions. Whenever, in the judgment of the director, any person has engaged in or is about to engage in any act or practice which constitutes or would constitute a violation of this chapter,the rules and regulations adopted pursuant to this chapter,or any order or permit conditions in a county or municipality which is not certified pursuant to subsection(a)of Code section 12-7-8,he or she may make application to the Superior Court of the county where such person resides or,if such person is a nonresident of the state,to the Superior Court of the county in which the violative act or practice has been or is about to be engaged in for an order enjoining such act or practice or for an order requiring compliance with this chapter, the rules and regulations adopted pursuant to this chapter, or the order or permit condition. Upon a showing by the director that such person has engaged in or is about to engage in any such violative act or practice, a permanent or temporary injunction,restraining order, or other order shall be granted without the necessity of showing the lack of an adequate remedy at law. 12-7-14. Actions to restrain imminent danger; emergency orders; duration of effectiveness of orders. (a) Notwithstanding any other provision of this chapter to the contrary, upon receipt of evidence that certain land-disturbing activities occurring in a municipality or county which is not certified pursuant to subsection (a) of Code section 12-7-8 are presenting an imminent and substantial danger to the environment or to the health of humans, the director may bring an action as provided in Code section 12-7-13 to restrain immediately any person causing or contributing to the danger caused by such land-disturbing activities or to take such other action as may be necessary. (b)If it is not practicable to assure prompt protection of the environment or the health of humans solely by commencement of such a civil action,the director may issue such emergency orders as may be necessary to protect the environment or the health of humans who are or may be affected by such land-disturbing activities.Notwithstanding any other provision of this chapter, such order shall be immediately effective 22 for a period of not more than 48 hours, unless the director brings an action under subsection (a) of this Code section before the expiration of such period.Whenever the director brings such an action within such period, such order shall be effective for such period of time as may be authorized by the court pending litigation or thereafter. 12-7-15. Civil penalty. Any person who violates any provision of this chapter,the rules and regulations adopted pursuant to this chapter, or any permit condition or limitation established pursuant to this chapter or who negligently or intentionally fails or refuses to comply with any final or emergency order of the director issued as provided in this chapter shall be liable for a civil penalty not to exceed $2,500.00 per day. For the purpose of enforcing the provisions of this chapter,notwithstanding any provision in any city charter to the contrary, municipal courts shall be authorized to impose a penalty not to exceed $2,500.00 for each violation. Notwithstanding any limitation of law as to penalties which can be assessed for violations of county ordinances, any magistrate court or any other court of competent jurisdiction trying cases brought as violations of this chapter under county ordinances approved under this chapter shall be authorized to impose penalties for such violations not to exceed$2,500.00 for each violation. Each day during which the violation or failure or refusal to comply continues shall be a separate violation. 12-7-16. Hearings and review. All hearings on and review of contested matters, orders, or permits issued by or filed against the director and all hearings on and review of any other enforcement actions or orders initiated by the director under this chapter shall be provided and conducted in accordance with subsection (c) of Code Section 12-2-2. The hearing and review procedure provided in this Code section is to the exclusion of all other means of hearings or review. 12-7-17. Exemptions. 23 This chapter shall not apply to the following activities: (1) Surface mining, as the same is defined in Code Section 12-4-72; (2) Granite quarrying and land clearing for such quarrying; (3) Such minor land-disturbing activities as home gardens and individual home landscaping,repairs, maintenance work, fences, and other related activities which result in minor soil erosion; (4)The construction of single-family residences,when such construction disturbs less than one acre and is not a part of a larger common plan of development or sale with a planned disturbance of equal to or greater than one acre and not otherwise exempted under this paragraph; provided, however, that construction of any such residence shall conform to the minimum requirements as set forth in subsection (b) of Code Section 12-7-6 and this paragraph. For single-family residence construction covered by the provisions of this paragraph, there shall be a buffer zone between the residence and any state waters classified as trout streams pursuant to Article 2 of Chapter 5 of this Title. In any such buffer zone, no land-disturbing activity shall be constructed between the residence and the point where vegetation has been wrested by normal stream flow or wave action from the banks of the trout waters. For primary trout waters, the buffer zone shall be at least 50 horizontal feet, and no variance to a smaller buffer shall be granted. For secondary trout waters, the buffer zone shall be at least 50 horizontal feet, but the director may grant variances to no less than 25 feet. Regardless of whether a trout stream is primary or secondary, for first order trout waters, which are streams into which no other streams flow except for springs, the buffer shall be at least 25 horizontal feet, and no variance to a smaller buffer shall be granted. The minimum requirements of subsection (b) of Code section 12-7-6 and the buffer zones provided by this paragraph shall be enforced by the issuing authority; (5)Agricultural operations as defined in Code Section 1-3-3, "Definitions",to include those practices 24 involving the establishment, cultivation,or harvesting of products of the field or orchard;the preparation and planting of pasture land; farm ponds; dairy operations;livestock and poultry management practices; and the construction of farm buildings; (6) Forestry land management practices, including harvesting; provided, however, that when such exempt forestry practices cause or result in land-disturbing or other activities otherwise prohibited in a buffer,as established in paragraphs (15)and(16)of subsection(b)of Code Section 12-7-6,no other land- disturbing activities,except for normal forest management practices,shall be allowed on the entire property upon which the forestry practices were conducted for a period of three year after the completion of such forestry practices; (7) Any project carried out under the technical supervision of the Natural Resources Conservation Service of the United States Department of Agriculture; (8)Any project involving less than one acre of disturbed area;provided,however,that this exemption shall not apply to any land-disturbing activity within a larger common plan of development or sale with a planned disturbance of equal to or greater than one acre or within 200 feet of the bank of any state waters, and for purposes of this paragraph, "state waters"excludes channels and drainageways which have water in them only during and immediately after rainfall events and intermittent streams which do not have water in them year round;provided,however,that any person responsible for a project which involves less than one acre,which involves land-disturbing activity,and which is within 200 feet of any such excluded channel or drainageway must prevent sediment from moving beyond the boundaries of the property on which such project is located and provided,further,that nothing contained in this chapter shall prevent a city or county which is a local issuing authority from regulating any such project which is not specifically exempted by paragraph (1), (2), (3), (4), (5), (6), (7), (9), or (10) of this Code section; (9)Construction or maintenance projects, or both,undertaken or financed in whole or in part,or both, by the Department of Transportation, the Georgia Highway Authority, or the State Road and Tollway 25 Authority; or any road construction or maintenance project, or both, undertaken by any county or municipality; provided, however, that construction or maintenance projects of the Department of Transportation or the State Road and Tollway Authority which disturb one or more contiguous acres of land shall be subject to the provisions of Code section 12-7-7.1; except where the Department of Transportation, the Georgia Highway Authority, or the State Road and Tollway Authority is a secondary permittee for a project located within a larger common plan of development or sale under the state general permit, in which case a copy of a notice of intent under the state general permit shall be submitted to the local issuing authority,the local issuing authority shall enforce compliance with the minimum requirements set forth in Code Section 12-7-6 as if a permit had been issued,and violations shall be subject to the same penalties as violations by permit holders; (10) Any land-disturbing activities conducted by any electric membership corporation or municipal electrical system or any public utility under the regulatory jurisdiction of the Public Service Commission, any utility under the regulatory jurisdiction of the Federal Energy Regulatory Commission, any cable television system as defined in Code section 36-18-1,or any agency or instrumentality of the United States engaged in the generation, transmission, or distribution of power; except where an electric membership corporation or municipal electrical system or any public utility under the regulatory jurisdiction of the Public Service Commission,any utility under the regulatory jurisdiction of the Federal Energy Regulatory Commission, any cable television system as defined in Code section 36-18-1, or any agency or instrumentality of the United States engaged in the generation, transmission, or distribution of power is a secondary permittee for a project located within a larger common plan of development or sale under the state general permit,in which case the local issuing authority shall enforce compliance with the minimum requirements set forth in Code section 12-7-6 as if a permit had been issued,and violations shall be subject to the same penalties as violations by permit holders; and (11) Public water system reservoirs. 26 12-7-18. Effect of chapter on requirements of the"Georgia Water Quality Control Act." No provision of this chapter shall authorize any person to violate Article 2 of Chapter 5 of this Title, the "Georgia Water Quality Control Act," or the rules and regulations promulgated and approved under said article or to pollute any waters of this state as defined in said article. 12-7-19. Education and training requirements;required programs;instructor qualifications; expiration of certification. (a) After December 31, 2006, all persons involved in land development design, review, permitting, construction,monitoring,or inspection or any land-disturbing activity shall meet the education and training certification requirements, dependent on their level of involvement with the process, as developed by the commission in consultation with the division and the Stakeholder Advisory Board created pursuant to Code section 12-7-20. (b)No less than the following training programs shall be established: (1)A fundamentals seminar(Level 1)will be established which provides sufficient training to all participants as to the applicable laws,requirements,processes,and latest means and methods recognized by the state to effectively control erosion and sedimentation; (2) An advanced fundamentals seminar (Level 1) will be established which provides additional details of installation and maintenance of best management practices for both regulatory and nonregulatory inspectors and others; (3) An introduction to design seminar (Level 2) will be established which provides required training to design and review a successful erosion, sedimentation, and pollution control plan; (4) An awareness seminar(Level 1)will be established which provides information regarding the erosion and sediment control practices and processes in the state and which will include an overview of the systems, laws, and roles of the participants; and (5) A trainer and instructor seminar will be established for both Level 1 and Level 2 trainers and 27 instructors which will provide the minimum training as to applicable laws and best management practices and design of erosion, sedimentation, and pollution control plans in the state. (c) Trainer and instructor qualifications will be established with the following minimum requirements: (1) Level 1 trainers and instructors shall meet at least the following minimum requirements and any other requirements as set by the commission: (A) Education: four-year college degree or five years' experience in the field of erosion and sediment control; (B)Experience:five-years' experience in the field of erosion and sediment control.Where years of experience is used in lieu of the education requirement of subparagraph(A)of this paragraph,a total of ten years'field experience is required; (C) Approval by the commission and the Stakeholder Advisory Board; and (D)Successful completion of the Level 1 trainer and instructor seminar found in paragraph(5)of subsection (b) of this Code section; and (2) Level 2 trainers and instructors shall meet at least the minimum requirements of a Level 1 trainer or instructor,any other requirements as set by the commission,and successful completion of the Level 2 trainer and instructor seminar created under paragraph(5)of subsection(b)of this Code section. (d) In addition to the requirements of subsection(c)of this Code section,the commission shall establish and any person desirous of holding certification must obtain a passing grade as established by the Stakeholder Advisory Board on a final exam covering the material taught in each mandatory seminar. Final exams may, at the discretion of the commission, serve in lieu of attendance at the seminar. (e)(1)A certification provided by achieving the requirements established by the commission shall expire no later than three years after its issuance. (2)A certified individual shall be required to attend and participate in at least four hours of approved 28 it continuing education courses, as established by the commission, every three years. (3) A certification may be extended or renewed by meeting requirements established by the commission. (4)Revocation procedures may be established by the commission in consultation with the division and the Stakeholder Advisory Board. 12-7-20. Creation of Stakeholder Advisory Board; responsibilities; procedures. (a) There shall be a Stakeholder Advisory Board to consist of not more than 13 members. (b) Members shall be appointed by the Governor,shall serve at the pleasure thereof,and shall represent the following interests: (1) The division; (2) The commission; (3) Soil and water conservation districts; (4) The Department of Transportation; (5) Municipal governments; (6) County governments; (7) Public utilities; (8) The engineering and design community; (9) The construction community; (10) The development community; (11) The environmental community; (12) The Erosion and Sediment Control Overview Council; and (13) Educators. (c) The Stakeholder Advisory Board shall elect one of its members as chairperson.The chairperson shall call all meetings of the Stakeholder Advisory Board. (d) The Stakeholder Advisory Board shall be responsible for working together with the division and the commission to establish, evaluate, and maintain the education and training program established 29 pursuant to Code section 12-7-19,including but not limited to reviewing course curricula,educational materials, and exam and testing procedures; evaluating trainer and instructor qualifications; and reviewing audit results performed by the commission. (e) The Stakeholder Advisory Board may conduct such meetings at such places and at such times as it may deem necessary or convenient to enable it to exercise fully and effectively its powers,perform its duties,and accomplish the objectives and purposes of this Code section.Meetings shall be held on the written notice of the chairperson. The notice of a meeting shall set forth the date, time, and place of the meeting.Minutes shall be kept of all meetings. (f) A majority of the members shall constitute a quorum of the Stakeholder Advisory Board.The powers and duties of the Stakeholder Advisory Board shall be transacted, exercised, and performed only pursuant to an affirmative vote of a majority of those members present at a meeting at which a quorum is present. (g) Members of the Stakeholder Advisory Board shall not be entitled to any compensation for the rendering of their services to the Stakeholder Advisory Board. 12-7-21. (Repealed effective July 1,2006)Appointment of panel to study controls implemented pursuant to chapter; procedure and operation of panel. (a) In furtherance of its efforts to improve the quality of the natural resources of the state, the board shall appoint a panel of not more than 16 members to study the controls implemented pursuant to this chapter;the turbidity standards in place in the state;and any standards or indicators other than turbidity that may be more appropriate to assess the effectiveness and cost efficiencies of the controls. Members shall serve for terms ending July 1,2006.Such panel shall be appointed and such study shall commence in 2003. Such study shall take into account the physiographic differences of various regions of the state.The panel shall complete its study and shall issue a report regarding such standards, indicators, and controls to the General Assembly not later than July 1,2006.Any changes recommended as a result of such study shall be at least as protective of water quality as those standards and practices set forth in this chapter as of July 1, 2003. 30 (b) The study panel shall elect one of such panel members as chairperson.The chairperson shall call all meetings of the panel. (c) The panel may conduct such meetings at such places and at such times as it may deem necessary or convenient to enable it to exercise fully and effectively its powers,perform its duties,and accomplish the objectives and purposes of this Code section. Meetings shall be held on the written notice of the chairperson.The notice of a meeting shall set forth the date,time,and place of the meeting.Minutes shall be kept of all meetings. (d) A majority of the members shall constitute a quorum of the panel. The powers and duties of the panel shall be transacted, exercised, and performed only pursuant to an affirmative vote of a majority of those members present at a meeting at which a quorum is present. (e) Members of the panel shall not be entitled to any compensation for the rendering of their services to the panel. (f) The funds necessary for the study and report authorized under this Code section shall come from funds appropriated to or otherwise available to the department. (g) This Code section shall stand repealed three years after July 1, 2003. 12-7-22. Electronic Filing and reporting system. In order to achieve efficiencies and economies for both the division and the regulated community by the use of electronic filing for certain application and reporting requirements of this chapter and National Pollution Discharge Elimination System permits, the division and the Pollution Prevention Assistance Division of the department shall jointly work toward implementing such an electronic filing and reporting system as soon as practicable and allowable under federal regulations. 31 { 1,4.7 ,,,,ANNit.,' . •, illlik • 011‘. 4 , Lir ie ' ! # cr Ii . tr It 401, . ,',.rn,,,_.,i_,.„rt_-_,...., -,„..,., , 4 '1........"...... .-..1._... ,_ . .. ., + ♦ 'M - ,...a b .........,,.•,"..,...-. 4 I...r• ,...4-t,,ter �., - dr...-....•-. ..,,.t-..1".,1.4 1... ... 0,.l,,. - ate, r+' i o' mss, _ . ,..,.:.:,-,.,.,t.,......*—.X'A� *1 . e 1 . - 3, ,„..r?ri _ '4 t.4. i .,_ '. '; Mtt; No •'I L. ti • _ 7` y ,4 P t� e . �: i 1�; R 1' -- \ ;g. t , L .s ► I, '1A l ` I t I• .4 ttt s t r' Slt .9y - t. . _q`9r".14.4.; .. ? tip.,',.,,k,',,,�, 'M1! .` ice f 4 ry� f.fi .I 'Rte - 4 c.' h t ' ' ,, . „.. ,---;-..�° 3 ` �g" } A ,� <.,, ..-1 ' Yom. } iii ■ ry ' ',.+-,n s w.}v:y-sue ` Vet.. i f., r - - °` 1� ^ } ,,�; y 1,,1x` �.. ,MP s • yit •1yJ .g �\ +. °. t`.5 Georgia Department of Natural Resources icier `Coastal Resources Divisioin =-__ x search this site Home/Permits and Public Notices/Public Notices Chatham - Bernard N Goode - Print E-mail This item for free. Construction of Concrete Arch Bridge - Written Comments Due By 1/29/07 Public Notice December 29, 2006 Bernard N. Goode, Construction of a Reinforced Concrete Arch Bridge over a Roadside Tidal Ditch 503 7th Street, Tybee Island, Chatham County Project Application Project Description Project Drawings This serves as notification from the Georgia Department of Natural Resources Ecological Services Section of a request from Bernard N. Goode for a Coastal Marshlands Protection Act (CMPA) Permit under O.C.G.A. 12-5-280 et. seq. to construct a reinforced concrete arch bridge over a tidally influenced roadside ditch for the purpose of accessing a residential building lot located at 503 7th Street, Tybee Island, GA. The proposed project is under 1/10 of an acre, and therefore may be considered a minor alteration of coastal marshlands under O.C.G.A. 12-5-280 et. seq. Applicant proposes to construct a reinforced concrete arch bridge to span a 12' wide tidally influenced ditch. The concrete arch bridge will be supported on either side of the ditch by reinforced concrete abutments. Both concrete abutments will be located outside and upland of coastal marshlands jurisdictional areas. The tidally influenced ditch being spanned is approximately 12' across the top, 6' across at the bottom and approximately 2' deep at center point. The approximate width of vegetated marshlands across the bottom of the ditch is 9'. The bottom of the underside of the arch bridge will be 18" above the low point of the ditch. The low point of the ditch is at an elevation of approximately 3.7' mean sea level. Mean high tide http://crd.dnr.state.ga.us/content/displaycontent.asp?txtDocument=1092 1/9/2007 level at this location is approximately 3.7'. The arch bridge will be 12' wide and 20' long. Of this, 9' will cross over vegetated marshlands. The total impact to coastal marshlands from this crossing is 108 sq. ft., all of which is vegetated marshlands. Utilities lines for the residence will either be attached to the bridge or trenched below the ditch bottom under or next to the bridge. Should the lines need to be trenched, it is estimated that an additional 9 to 18 sq. ft. of vegetated marshlands will be impacted. The applicant has considered alternatives such as a timber bridge or a concrete box culvert but determined that construction of a concrete arch bridge would have the least disturbance and impact to the jurisdictional area. It is the responsibility of the applicant to demonstrate that the project is not contrary to the public interest and that no feasible alternative sites exist. Impacts to coastal marshlands must be minimal in size. In passing upon the application for permit, the Coastal Marshlands Protection Committee shall consider the public interest: (1) Whether or not unreasonably harmful obstruction to or alteration of the natural flow of navigational water within the affected area will arise as a result of the proposal; (2) Whether or not unreasonably harmful or increased erosion, shoaling of channels, or stagnant areas of water will be created; and (3) Whether or not the granting of a permit and the completion of the applicants proposal will unreasonably interfere with the conservation of fish, shrimp, oysters, crabs, clams, or other marine life, wildlife, or other resources, including but not limited to water and oxygen supply. A detailed public notice with drawings has been distributed and is available by visiting the Divisions website: http:Ucrd.dnr.state.ga.us/under Permits and Public Notices or by calling John Wynne at (912) 262-3134. Please provide this office with substantive, site-specific comments as to why the proposed work should or should not proceed. Comments and questions concerning this proposed project should be submitted in writing and be postmarked by January 29, 2007 to John Wynne, Department of Natural Resources, One Conservation Way, Brunswick, Georgia 31520. The End dnr I privacy policy I security policy I terms of use I contact us http://crd.dnr.state.ga.us/content/displaycontent.asp?txtDocument=1092 1/9/2007 GA DNR/FIMP DEC 18 7806 Application for Georgia Coastal Marshland Protection Act Permit Written Description of Project Revised December 14, 2006 1. Basic Project Details: Project is to construct a concrete arch bridge over a roadside drainage ditch for driveway access to my proposed residence at 503 7th Street, Tybee Island, Georgia. The ditch is 2 feet deep and about 12 feet across at the top and 6 feet at the bottom. This ditch was dug within the City's right-of-way at some unknown time in the past. It is vegetated with spartina marsh grass. The width of the marsh grass is about 9 feet. The bottom elevation at the crossing site is close to the mean high tide level at this location. Details are shown on the attached drawings. 2. Description of Alternatives: I looked at three other alternative sites for accessing my proposed house but all involved more wetland impacts than my preferred alternative and two involved private property owned by others. I originally planned a timber bridge at the preferred site but found it to be impracticable to be able to tie into the grade of the 7th Street pavement. To avoid a steep hump in the driveway, the support members for the bridge would obstruct the flow in this 2-foot deep ditch. I then proposed a box culvert. However, when Tybee City Council approved the culvert on November 9, 2006, it included a stipulation that I follow the Coastal Resources Division's decision with respect to the best method for crossing the ditch, i.e., culvert or bridge—see the City's letter to CRD dated November 10, 2006, attached. Since then I learned that CRD will require the crossing method which results in the least damage to the marsh unless it can clearly be shown to be impracticable. In order to avoid further delays, I have decided to incur the additional expense of constructing a reinforced concrete arch bridge. 3. Project Justification: Without this permit there is no way for me to have vehicular access to the proposed house during construction and occupation. 4. Landfill/Hazardous Waste Statement: See the City's letter to CRD dated November 10, 2006, attached. 5. Erosion and Sedimentation Statement: Not applicable to this driveway bridge. All practicable steps will be taken to minimize erosion and sedimentation during installation and use. With respect to the entire house project, the director of the Environmental Protection Division determined in 2002, 2003, and 2006 that a buffer variance was not required. A copy of the most recent letter dated July 28, 2006, is attached. 6. Public Interest Statement: I have reviewed the public interest considerations listed in the application package as well as other public interest factors known to me and hereby �i a vH IJNR i HMP a h DEC 18 ?ON certify that this proposal will not be contrary to the public interest. Specifically, I certify that: a. there will be no unreasonably harmful obstructions to or alterations of the natural flow of navigational water within the affected area as a result of the proposal; b. there will be no unreasonably harmful or increased erosion, shoaling of channels, or stagnant areas of water created by the proposal; and c. there will be no unreasonable interference with the conservation of fish, shrimp, oysters, crabs, clams, or other marine life, wildlife, or other resources, including but not limited to water and oxygen supply. 7. Water Quality Certification: Since I propose no discharge requiring a federal permit, water quality certification is not required from the state. My previously proposed box culvert for which I was authorized by the Corps of Engineers to use Nationwide Permit 14 did involve the discharge of a minor amount of fill. The state either issued certification or waived its rights to certify under the standard procedures used by the Corps when it renews its nationwide permits. ----\31.- (UNOMMD) \ • (UPLE110 • l!'l 'ea D,'$ 71 . / - Yu\ ik, i k ( ' A ,444...\-. , i . ,,..c,, / ( /' \ \ 56,,,,PP,N'ay.f- frisgo4 cct i.A. , -.,,. c\: . ‘,'1,11 ‘ki 'Ilt r : tl''' 4-''''''''[:' .----....—,.„......—i---,.n..-. :..:,.,„,,,,,,.. .2.1.1 ,, / ( ii\y:.„.„ ,c:,,,, ,,,,i , , , li \ ,,. \ tiuflptior''6. x, . , ,.. , v\s9k1 81 Mai 43 UM-------,'-"Avt,-,- -1- 1 i el: v ' 4 %,,,,, / . , .,„ . ' ,: ,, ... ,..N —....--, ...-1 ,, ,, , .•i, I RD G ; , ,,f -11.ridge for ([:il f==1 ezir4=, cf ',..--...--. • .---I------- , J. -C=,.. . ti .-..,..w.a., - q '-..".".".4 &----`1 C---------1-7.-4,--War.,====t4 IV 20 0 20 40 SO Fir)is 4e..ci L -;to_we./ G-ex.de. - - /- rl em'Parc ed coalciTit ("9"cy, ,,- / 1 s-/:il., 0 lir), , + •,7 - 04 Alcits 4 G' n 2...,-:),:i S71'i'pli ---C,15.a 0.... El v. 4.3° ms,t. -/ - 1 Als2. \ 7 % ,•,0"e' -1 \ -,--- L !, • 5, ., , ,,,,, ., • „... _ ,_ --,, 7 „ „, __ __ _. ___ ,..-,, c----------------. „ _, 74 a A td /00 ifri7.1 elp /4e. ex4,-.7.9 etOolk4 ..1))614-rxi v27- 3.7' AlSi. WAtc es 40.474 74,4A —I .5a.we as 741,,e, pleal it19.4 ride ile v.e.,/ al AL3' /4C, (;,t 1 TY ta. Daliveway Baldge foie Propoged Goode Resideufice 503 7th Street trZMITAlm...Itz - c,?to:v. ilollatad, Georgia Sc a-ie. ;fri reel- Crozo Sectio ft November 30, 200 City Hall Meeting January 10, 2007 Proposed Goode Residence 503 76 Street What we need: ii clearing and grading permit from the city for the house site and driveway by the time the Coastal ✓Resources Division of DNR(CRD) grants the bridge permit. V{tems of Information: ✓Yexpect to have the CRD permit for the bridge by mid to late February (the public notice comment period closes January 29, 2007 —see 5-11ould Tybee issue its clearing and grading permit before CRD has granted the bridge permit, I have no objection to Tybee including a condition that no work can commence until the bridge permit is issued. ybee Council approved a box culvert crossing at its November 9, 2006 meeting but expressed a preference for a bridge and deferred to CRD to determine if a bridge would have less impact on the marsh grass in the ditch (it will, of course). I bit the bullet, switched to a bridge in my November 30, 2006 application to CRD, and notified both Tybee and the Corps of Engineers of the change. Based on my agreement to control all outflow points during construction around the house site, remove all accidental discharges into a marsh area within 24 hours, use pervious material for the /driveway and parking area, and maintain and enhance native vegetation in undisturbed buffer areas, EPD determined in 2002 that a buffer variance under the Erosion and Sedimentation Control Act was not required. This determination was reconfirmed in 2003 and 2006. Tybee determined in 2006 that EPD's action superseded Tybee's 2005 Erosion and Sedimentation Control Ordinance. Aie proposed house is now being designed by Cadman Designs, LLC. Once the design is complete and a builder is selected, a building permit will be sought from the city. ave arranged for my son in North Carolina to come down with an associate to construct the bridge. While they are here, I want to have them clear and grade for the house site and driveway and either attach the water and sewer lines to the bridge, or trench them alongside the bridge (depending on the depth of the sewer line running down the center of 7th Street). j 1 , ✓ Why the rush? C l2 k . M e -c-±t � C 11 a .s`"zz0.- � Co �E-c-Iu I r c n,F,v, Because the marsh rules keep changing and we're not getting any younger. The City of Tybee and DNR are both actively looking at new requirements with respect to marsh buffers and the Corps of Engineers is in the process of reissuing its nationwide permits which have been used to authorize the bridge and the filling of a non-marsh low spot at the east side of the house site; while not likely, changes of consequence could be made to the current nationwide permits. 6''4- v T74-9e Zs1.-.4 11-10,0c . . 1-,©_0c . Proposed P ecao box Culver/ • K3a ' °' Malir4r a 'd es4 $ i lt DP ivt y .m.mcc o ca q ca � 70 rb 7 WIS (51,04. c � \ -.---- -------------..- --'7.r.-----------,---. ______T AL* 44414 / I m (Ql.e 93 to m s P r A © Q ics P / 4' 0 0 /Vo* : 77,e M ea+, ,Qs 4 w Ok wa..Aek,4 h . is approximtiLVIr#0 1k ga. d,- -Gil ( 3, '7 ' NUS Driveway Culvert for Proposed Goode Residence 503 7 Street Tybee Island, Georgia 0 2 '4` .6 S-calf. ;n .ree IL Cross Section September 6,2006 @@ ITEM 2006-11-09 City Council Minutes Draft Mayor Buelterman called the Consent Agenda Meeting to order on November 9, 2006 at 6:30PM. Present in addition to the Mayor was Sessions, Williams, Wolff, Doyle, Crone and Pearce. Also present was City Manager Diane Schleicher, City Attorney Bubba Hughes and Assistant City Manager Dee Anderson. Mr. Mark Smith Chairman of the Georgia International Maritime Trade Center on Hutcheson Island gave a report concerning the agreement to renew the one cent Hotel Motel tax that goes directly to the trade center for another 10 years. He said the Trade Center carries no debt but the money goes to fund the operation of the building. They have secured funding from SPLOST and the Federal Government to start master planning and developing the 19 acres immediately to the west of the trade center. He said they opened the Trade Center in 2000 and it has operated for six years and now they are trying to expand the trade center. He said they plan to solicit another major hotel to be built next door and that will help with hosting larger conventions. Mr. Wolff asked if they ever anticipate operating at a profit or at least being self sustaining so that Tybee could utilize the money for something else. Mr. Smith responded probably not. He said over 95% of Convention Centers operate at a loss and are generally subsidized by Hotel Motel Tax. Mr. Wolff asked Mr. Smith to quantify what Tybee is getting for their two hundred thousand plus subsidy. Mr. Smith responded that they know when they have a major convention in town and all of the downtown rooms are filled it has a compression effect that sends business everywhere. He said the center has generated 400,000 room nights for Chatham County. Mr. Crone said a 5 year agreement would be better for Tybee. Ms. Sessions asked if the money couldn't come to Tybee to support the Gym. Mr. Smith said the allocation is very specific and can only go towards a convention facility. Mr. Hughes said the State Law doesn't name that particular center but it does require that there be a convention center in order to be able to fit into that subparagraph of the Hotel Motel Tax. Mr. Hughes said the City could ask to have the Gym declared a convention center and keep the penny but the safest way to do that would be to seek to have the law amended to add another subsection to the Hotel Motel Tax. Mayor Buelterman recommended that the council get more information and put it on the agenda for December. Mayor Buelterman called the regular meeting of the City Council to order at 7:00PM on November 9, 2006. Those present at the consent agenda meeting were still in attendance. Mr. Larry Nesbitt gave the Invocation and the Tybee Island Memorial Color Guard posted the colors. Everyone recited the Pledge of Allegiance to the Flag. Page 1 of 11 Mr. James M. Carter, III Chairman, of the Color Guard presented Council with the new 2006 Veterans Annual which has the Color Guards picture in it. He thanked Mayor and Council and Citizens for all their support. Mayor Buelterman presented Outstanding Citizenship Certificates to Sue Off and Cappy Birdwell for volunteering hours of their time to do minute research in order to get the information for the clerk to verify the amended ordinances. Diane Schleicher presented Appreciation Certificates to City Employees Claire Price, Stephanie Hogan and Nalene Smith for their extra efforts and hard work in reorganizing the Campground and Parking Services. Mayor Buelterman presented the C Beta Technology Award for Sustainability. He said Paul Wolff had attended the awards ceremony and accepted the award on the City's behalf. Mr. Wolff said this is a major distinction for the Island in being recognized by a group of scientist and technology specialist. He said the dinner was attended by high level executives of major corporations throughout the region and we were recognized for our recycling, water conservation and Green Building along with purchasing fuel efficient vehicles. Mayor Buelterman announced that the Tybee Property Owners Association was hosting a meet and greet to introduce the City Manager Diane Schleicher and her husband John to the community. He said it will be on November 12, 2006 at the Old School Cafeteria from 3:00 to 5:00. Ms. Katrina Murray presented the Tybee Tourism budget request for 2007. She gave a presentation concerning destination marketing on behalf of Tybee Island. She gave a quick review of comparisons of Hotel Motel Tax collections. Ms. Sandy McCloud of the Tybee Beautification Association gave a presentation of accomplishments made by the association for 2006. She also announced the Adopt A Highway on November 18' 2006 at 10:00AM at the Tybee Sign. Beth Hodges of the Tybee Neighbors Association gave an update and invited everyone to their next meeting on December 7th at the Cafeteria. Mr. Charlie Fenwick, Superintendent of Fort Pulaski gave a quick update. He said they had just completed 4 RV Paths that have increased their volunteer hours to 400 due to the retired people bringing their RVs and having a place to stay while they volunteer. He said they are now open almost year round. He said they have cannon firings on Saturdays and they are keeping the fee booth open due to a change in the law that says any park that brings in less than $500,000 gets to keep 100% of the revenue for the park. He said they plan to use the money for Page 2 of 11 much needed maintenance. He said if everything stays on track they may have the small park at the Ocean Inlet Development on 80 open by April. He said they have set a tentative date of March 18th for the Re- Lighting of the Cockspur Light. Mayor Buelterman opened the Public Hearings and asked Ms. Tsoulos, Chairman of the Planning Commission to present the petitions. Ms. Tsoulos presented the petition for Mr. & Mrs. Ellzey for an after the fact variance for stairs that were built in the set back and on the city right of way. At 1 Shipwatch Circle. She said the Planning Commission recommended denial. Mr. Ellzey requested they be allowed to have a zero lot line and he would reconfigure the stairs to fit within the 10 foot setback. Ms. Williams asked if Mr. Ellzey was going to redesign the stairs so they would not be in the City right of way. Mr. Crone asked if the paperwork was the same as what the planning commission reviewed. Mayor Buelterman said their petition initially was to leave the stairs in the right of way. Ms. Sessions asked why Mr. Ellzey built his stairs on the right of way. Mr. Ellzey explained that Mr. Anderson was under the impression that a corner lot had 20 foot setbacks and that would have given plenty of room for the stairs. Mr. Ellzey said if they would have had all the information the city needed it would have been taken care of a long time ago. Mr. Wolff said that Mr. Ellzey is asking for something other than his original request and council had agreed that if a petition changes between planning commission and council meetings it should go back to the planning commission for their review. He said the drawing they have does not show the steps out of the right of way. Mr. Anderson said that Mr. Ellzey did not have a current survey of his property and zoning was trying to work with him. He said the City had a current survey of the 50 foot right of way and it looked as if he had plenty of room there. He said Mr. Ellzey took the plat map and measured off his house and submitted that drawing and staff felt that he had the room. Mr. Anderson said a neighbor told them the stairs were in the right of way. He explained to council that the paper work is the same that planning commission reviewed but Mr. Ellzey is proposing something different tonight. Mr. Levy told council allowing the stairs to stay in the right of way would set precedence. Ms. Rose kunavich spoke in favor of the petitioner. Mayor Buelterman read a letter from the Ellzey's neighbors saying they support approval of the petition. Ms. Doyle moved to send this petition back to Planning Commission, Mr. Crone seconded and the vote was unanimous. Ms. Tsoulos presented the petition for Mr. Bernie Goode requesting a variance to be able to install a box culvert in a drainage ditch at 503 Seventh Street in order to construct a drive for access to his property? She said the planning commission recommended approval. Mr. Goode said he is applying to fill a small amount of wetland in the city's ditch in order to have access to a proposed house site. He Page 3 of 11 said he has looked at several options to get access to his property but all involved impacting more wetlands so he is proposing the one with the least impact. He said he is not allowed to apply to the DNR for the permit until he has approval from Tybee. Mr. Hughes explained that the DNR Environmental Division had granted permission for Mr. Goode to build on the lot back in 2002. He said there have been modifications to the lot but they have recently reaffirmed his right to do that. He said that was before Tybee had a buffer ordinance of any type. He said once he gets Tybee's permission to cross or fill the wetland he will have to apply to DNR Coastal Resources Division for a permit. He said the EPD had put restrictions on the materials as far as the house construction goes and he assumes they will monitor that. Mr. Pearce said he has concerns regarding filling in the marsh and asked if Mr. Goode could build a bridge. Mr. Goode said he would rather build a bridge but the ditch is so shallow and located 5 feet from the Seventh Street pavement so there is no way to put in the support materials he would need to build a bridge to support construction equipment without almost totally blocking the flow. Ms. Williams asked about the letter from DNR that is dated May 20, 2002 from Mr. May. She said he mentioned Mr. Goode would gain entrance from Fifth Avenue using a bridge. Mr. Goode said the city quick claimed the Fifth Avenue right of way all the way from 6th Street down. He said the area he proposed using is owned by a private individual that doesn't want him coming through his property. Mayor Buelterman asked Mr. Goode if he would be willing to sign a document stating that he or any future owners would not hold the city accountable-f-or floodingsituations. Mr. Goode said yes he would. Mr. Hughes explained that the document would be recorded with the title soihat any future purchaser would not be able to claim the city should have never permitted it if tidal flooding damages occur. Mr. Goode said he is willing to sign such a document because he doesn't believe tidal flooding damages will occur. Mr. Hughes said there are properties in the area that have gotten flood waters and have come back to the city complaining. Mr. Hank Buckley an adjacent property owner spoke in favor of the petition. He said in the past people have put a round piece of pipe in and filled around it and Mr. Goode is proposing putting in a box culvert with a huge opening and only takes a minimal amount of fill at both ends. He said that area that is flooding is the city's fault because there was a gravel road in May of 1988 and the LARK program came in and dug out the gravel and dropped the level of that road a substantial amount. Ms. Williams asked if Mr. Goode had a survey that showed that his property has enough area above the mean tide level to build. Mr. Goode said yes the survey he submitted with his variance application includes the area around his proposed house. Mr. Crone said we can't deny the man access to his property. Mr. Hughes said Mr. Goode is entitled to access his property but Council has input on how he gets there. He said once the determination was made that the lot is buildable if our ditch is interfering with his access then he is entitled to relief to get to it. He said Tybee did not determine the lot was buildable but that determination was Page 4 of 11 made before the Tybee regulation affecting it was in place. Mr. Hughes said we will be at risk if we prohibited him from crossing our ditch to what has been determined to be buildable property. Ms. Sessions asked why Council had heard Mr. Goode's petition to build and denied it if that determination had already been made. Mr. Hu hes said there are two different divisions of the DNR that get invo ved in something like this as well as to- ergs of Engineers. He said in'the process of Mr. Goode going through his applications process in 2002 and forward and acquiring additional access. He said that was evolving at the same time Tybee wasgoing through working^n t�h .moil and Sedimentation Ordinance which allowed the city to become the permitting authori for ag a ica ions to construct in the buffer. He said both regulations read that only the director of the Environmental Protection Division can grant variances under the soiLand sedim ntation act. He said a g garentl when Mr. Goode a.plied for the house he sand staff members were under the im g res e g g- a.d to get relief under that ordinance. He said frankl he feels it was . mistake because he alread had a.'royal from the EPD for the construction of the house with their determination that no variance was required. Mr. Goode said in January when he found out Tybee had a new ordinance controlling the buffer of marshes he came and met with two city officials. He was given a copy of the ordinance and after he read through it he was delighted to read except as otherwise determined by the director of the EPD because that is the exact situation he has. He said he was told he had to get a variance anyway for the culvert. He said after he was denied he went back to EPD because in 2002 they told him to come back when he determined his access. He said they reconfirmed their position that he would not need a variance under the soil and sedimentation control act. Mr. Hughes said he doesn't know how binding the responsibility waiver will be but they have used it on subdivisions to keep owners with drainage problems from coming back to the city for relief when these people bought knowing that the ocean can come that way. Mr. Goode said he doesn't believe that his property has any chance of flooding more than existing properties on Tybee do therefore he is willing to sign the document. Mr. Buckley said about once a year DPW goes and cuts back the new growth in that ditch because it was originally dug as a storm water ditch and it's not a river. He said the county also gets the equipment and digs the sediment out about every few years so he doesn't know why there would be concern over the marsh. Ms. Williams asked if Mr. Goode's application for construction, if he gets approval from the DNR, would include a check list to make sure there is enough buildable land and it will not be subject to flooding on the spring tides and to make sure everything is above the mean tide level. Ms. Schleicher said regarding the permit for the culvert there will be a checklist of what they can do. Mr. Pearce made a conditional motion to approve allowing him to cross over the marsh preferably with a bridge but if the DNR Engineer reports to the Zoning Department that this is a better solution of least impact on the flow it would be acceptable. He said in other words Mr. Goode would have to Page 5 of 11 present documentation to the Zoning department showing that the DNR Engineer recommends the culvert as the least impact to the flow with the second part being Mr. Goode signing the document not holding the city responsible for any future flood damage. The motion was not seconded. Mr. Crone made a motion to approve the variance request to permit a box culvert in the ditch subject to approval by the Coastal Resources Division and subject to the property owner executing an appropriate recordable document that would reflect the lack of responsibility on the city with respect to erosion, drainage or tidal type issues. Ms. Doyle seconded the motion. The vote was 2 in favor with Crone and Doyle voting for the motion and Sessions, Wolff, Williams and Pearce voting against. Mr. Pearce moved to approve access preferable with a bridge but if the DNR determines that the culvert is the best solution to keep the proper flow that would be permitted and also to include the letter as previously outlined. Mr. Crone seconded. Mr. Pearce amended his motion to say give approval for Mr. Goode to put something over the ditch contingent on the DNR Engineer's determination on what would be least intrusive on the flow and on the Marshes. Mr. Crone seconded the amended motion. The vote was 4 in favor with Pearce, Crone, Williams and Doyle voting in favor and 2, Sessions and Wolff voting against. Ms. Tsoulos presented the petition for Mr. Jack Hogan for a variance of 5 feet into the rear and side yard setbacks at 1.605 Chatham Avenue. She said the Planning Commission recommended denial. Mr. Harold Yellin representing Mr. Hogan told Council that he feels that Mr. Hogan did not adequately explain to the Planning Commission why he is entitled to a variance. He said he attended the Planning Commission Meeting representing someone other than Mr. Hogan and he was surprised that his petition did not pass. He said the variance that was granted in 2004 was actually a greater variance than this one. He said in 1978 a 10 lot subdivision was created with 8 of the 10 lots being sub standard including lot 7 which is Mr. Hogan's lot. He said those 8 lots are parallelograms instead of being standard square lots. He said a variance can be granted based on a unique physical circumstance such as irregularity of lot size. He said there is a history and pattern of variances that have been granted on this street because of the irregular lots. Mr. Yellin said the concerns expressed by the neighboring property owner have been ironed out. He said Mr. Hogan has agreed to move the HVAC units to another location so that they are not located in the back setback. He said they have also agreed to bury the utilities and because fences are not allowed when utilities are buried they will not have a fence on the back line. He said they will landscape and keep it in a vegetative state. Ms. Williams asked when the subdivision was created and who requested it. Mr. Jimmy Hogan said the property was divided in 1948 at his mother's request as the executor of the Dyer Estate. Mr. Crone suggested moving the house 5 feet forward in order to give the backside lot more room. Dr. Hogan said Ms. Sheffield's house is 5 feet Page 6 of 11 off of the property line and if his is 5 feet also that would be 10 feet of space between the houses. Mr. Crone said he understood that her house was on the front lot line. Dr. Hogan explained that that was incorrect because her house is on the west property line facing the river but 5 feet off of the property line facing his lot. Ms. Sessions asked if a house could be built there without the 5 foot variance. Dr. Hogan said it would have to be a very small house because the house he is proposing is only 1800 sq ft. Mr. Jerry Hogan said he owns the house on Chatham Avenue next to Dr. Hogan's lot. He said they are all family and Dr. Hogan should have the right to build on his lot like the rest of the family has with five foot variances. Mr. Crone moved to approve, Ms. Doyle seconded. Ms. Williams expressed her concern regarding the density and this being contrary to the Master Plan. She said it is entirely too much building for that piece of property. The vote tied with Crone, Doyle and Wolff voting in favor and Sessions, Williams and Pearce voting against. Mayor Buelterman broke the tie voting in favor of approval. Ms. Tsoulos presented the petition for a zoning variance request to raise the building to comply with current FEMA code and to add wrap around porches at 9 Eighteenth Street for petitioner Thomas Fall. She said the Planning Commission recommended approval. Mr. Wolff asked if the proposed porches will come closer to the road. Mr. Fall answered no. Mr. Fall said their intention is to restore the house to a single family beach house. He said the building was built in the 1930's and was moved to its current location in the 1980's. He said they discovered the house was below elevation requirements, there was encroachment into the front yard setback and there are a number of structural issues. He said raising the house will allow him to bring the structure into FEMA requirements and address the structural issues and he thinks the porches will be more in keeping with the 1930's type of Tybee Beach Houses. He said they will add parking under the building using brick paving to eliminate some of the existing concrete. Ms. Williams asked about the proposed rotating of the structure. Mr. Fall explained that the house was slightly off when it was placed on the lot so he proposed rotating the house and lining it up with the street so it will be square on all sides. Mr. Cullen Chambers, acting as a Historical Preservation Advisor said this is a Historic Structure and what Mr. Fall is planning to do is not only appropriate but necessary to return it to its historic character and symmetry. He said it will greatly enhance the Streetscape as well. Mr. Wolff moved to approve, Mr. Pearce seconded and the vote was unanimous. Ms. Tsoulos presented the proposed Text Amendment to the Land Development Code, Ordinance 5-010(A) Permits required for construction-Requiring a valid survey for all building permits. She said the Planning Commission recommended approval. Mayor Buelterman asked Ms. Tsoulos to explain the Planning Commissions discussion regarding using the word valid instead of current. Ms. Page 7 of 11 Tsoulos explained that the person would not have to go and get another survey if they have a valid survey and nothing has been done to the property. Mr. Anderson explained that in using current it would have no specifics but using valid would mean no changes had been done to the property. Mr. Hughes said he agrees that valid would be more appropriate to avoid issues about what is current. Mr. Levy recommended that council also require a survey for variance applications that is done by a licensed Land Surveyor. Mr. Wolff moved to approve for 1st Reading, Ms. Doyle seconded and the vote was unanimous. Ms. Schleicher introduced a text amendment to Ordinance 5-2-23 that deleted Customers requiring additional containers will obtain them by individual agreements with the contractor. She said the ordinance was inconsistent with how things were being done so the text change will bring the ordinance into line with what the city is practicing. She said the city will charge for the 2nd and all additional rollout containers. She said she would like this included on the next billing cycle. Mr. Hughes said only first reading can be approved tonight but 2nd reading can be accomplished at one of the budget hearings as long as Council approves. Ms. Doyle asked about the business owners having 3 or 4 rollout containers in front of their businesses. Ms. Schleicher said they will have to pay the same rates for the secondary containers that the homeowners do. Ms. Williams said most of the businesses that have secondary containers have them because there is no room for a dumpster. She said there have been past discussions about finding a location on the South end for a dumpster. She said she would like to know if that has been researched because it is unsightly to have 6 or 8 trashcans sitting on the curb. Ms. Schleicher said that is something they are looking at down the road. Ms. Schleicher said the Tybee Arts Association has submitted a funding request for a refund of regulatory fees. She asked if this is appropriate considering the city is requesting that groups submit budgets anticipating what their needs are for the year. She said unfortunately this group did not realize there was a requirement for a vendor fee on the pier so that was an unanticipated amount. Ms. Sessions asked when that was changed. Mr. Wolff said two years ago. Ms. Schleicher said the City did not require vendors' licenses on the Pier in the past but that was inappropriate considering the pier is in our jurisdiction. She said they require vendor licenses for all other events on Tybee. Ms. Sessions asked if the group had actually paid the fees they were asking refunds on. Ms. Schleicher said the organization spent $750 on vendors' licenses. She said they paid it because it was too late to ask the vendors. Ms. Sessions said she understood that the organization charged the vendors a set fee like $1200 for the table and opportunity to be there and they forgot about the $25.00 per vendor charge. Ms. Schleicher presented the Engineering Proposal from Hussey, Gay, Bell & Page 8 of 11 DeYoung for the Ft. Screven System. She said this is the formalizing of the agreement so the city will know what the cost will be. She requested permission for the Mayor to sign the agreement. Mayor Buelterman asked what the projected date was for that project. Ms. Schleicher said it hasn't been determined. Mayor Buelterman opened the business meeting. Ms. Williams moved to approve the text amendment to Ordinance 5-5-23 regarding roll out containers, Mr. Wolff seconded and requested it be put on the November 27th budget hearing agenda for 2nd reading. The vote was unanimous. Mr. Pearce moved to approve the funding request for the Arts Association but the motion failed for lack of a second. Mr. Crone moved to deny the funding request, Ms. Sessions seconded and requested the city work with the Arts Association to plan a budget for next year so that this doesn't happen again. Mr. Crone said that the group did make money and just because they didn't make as much as they thought they should that doesn't mean the city should pay additional money to them. The vote was unanimous. Mr. Wolff moved to approve the Hussey, Gay, Bell & De Young agreement for Ft. Screven, Mr. Pearce seconded. Ms. Williams said this agreement contains contract administration and construction observation and going back to the Engineering on the Gym she finds it incredible that there is no outside faucet on that building. She said there have been major erosion problems with the sidewalk on the Northwest corner that the city had to take care of. She said if the city is paying someone to oversee these projects then they should be held accountable. She said when she asked questions about that particular project they just passed the buck between the Engineer and the Contractor with no one accepting responsibility. She asked Ms. Schleicher and Mr. Hughes if this agreement would protect us from that. Ms. Schleicher said in the past there was no agreement so this is the first step. Mr. Hughes said the Engineer did not specify what faucets would be on the outside of the building and it should have been picked up in the plans approval. He said it wouldn't have been picked up on contract administration but the other drainage issues might have been. He said on this agreement the specifications are such that we theoretically should not have those kinds of problems. The vote was unanimous. Mr. Wolff moved to approve the Minutes for October 12, 2006, Mr. Pearce seconded, and the vote was unanimous. Mr. Wolff moved to approve the Minutes for October 27, 2006, Mr. Pearce seconded, and the vote was unanimous. Page 9 of 11 Mr. Wolff requested out of state travel for he and Ms. Doyle to attend a Wind Power Symposium in South Carolina. He said he had attended a conference on Skidaway Island and the experts from the renewable energy laboratory and Georgia Tech and Southern Power that have been working on the feasibility study have actually mapped the wind off of the Georgia Coast. He said the map should be online next week. He said it is doable for Tybee and is a 100% renewable resource for us. He said this conference is geared toward coastal wind power. He said there are some legality problems with who owns the ocean bottom but that will be resolved and he wants Council well informed when the permitting process starts. Mr. Crone said he believed council could go on the internet and get all the information needed regarding windpower. Mr. Wolff said it isn't the same as being able to ask questions to the knowledgeable people that know what they are talking about. Ms. Williams asked if the previous conference that Mr. Wolff had attended had addressed migrating birds. Mr. Wolff said yes and they had a study of a wind farm off of New England and within 30 days of this going operational the birds had altered their migratory route to avoid the field. He said what would be feasible for us would be 4 1/2 megawatt wind turbines that would be 300 feet tall that would be located more than five miles offshore. He said the blades will be turning an average of 8 rpm so they are much slower than the turbine blades from the 70's that turned so fast the birds could not see them. Mr. Pearce moved to approve the out of state travel request for whoever can go. Ms. Williams seconded as long as there is money in the budget. Mr. Pearce agreed. The vote was 5 in favor with Williams, Pearce, Sessions, Wolff and Doyle voting in favor and Mr. Crone opposed. Mr. Pearce requested to travel out of state to the National League of Cities conference in Reno Nevada. He said he confirmed with Ms. Fox that there was money in his travel budget for the trip. Ms. Sessions moved to approve, Ms. Williams seconded and asked how often these conferences are held. Mr. Pearce answered twice a year. Ms. Sessions asked that Mr. Pearce give a report to Council when he returns. The vote was 5 to 1 with Sessions, Williams, Wolff, Doyle and Pearce voting in favor and Crone opposed. Mr. Hughes presented Council with an Ante Litem Notice from Mr. & Mrs. Renfro for a second event. Mr. Wolff moved to reject the notice, Ms. Williams seconded, and the vote was unanimous. Mr. Hughes presented Council with an Ante Litem Notice from the Live Oak Group for property on Gullick Street. Mr. Pearce moved to reject the notice, Mr. Wolff seconded, and the vote was unanimous. Mr. Hughes presented a lease for the Marine Science Center at North Beach. He said they need the lease in place to do a feasibility study. Mr. Hughes asked Page 10 of 11 Med-my Gt)ikl-A 15eAtiii ‘e ,5cde___ d l' e..,(A SS ) 0,*) IC\ LO -L,Ck '-\----- _, \,t1 41,1, d__ ane V .etebee-sS he(A).z.,,,. .)-.5 l 'et-41/1 7' 6:71/e4ci p Km1 7_, Do Doe.,. trY-e, 1.4-e eA i .‘, 0 i ? , i eCA-S-k---6../( < -,e;soi.,vre map - - ,„_2__f___d_L__. apilLglikAAt) . l'..)11561'0,A.) \r\ As c ..pb _ v-, p, ,. --\-- aCD (A-5'tick ts- 4*\0\ \-\ P' 'C 11.\ \*e-- S LtQ-A- --\--r- c , NIkeeA, ' jqe. t,a C1-- ,b - f--1.-r4.. -- L +.4 c i 6 -e... Ps'erou. -,\ • . , ,r\ ,,-,,,.\ 1,...4k...7\---\-e N./ N \ a iL.-) ‘ v• +e yvv,p \.(Y. pe---C-co . _., \ d SS p .).( 4-0 peof,€,y-4,1 . \ 1 . 3 ,A-0, \-\ 4- Q. MAYORS-:_: az CITY MANAGER Jason Buelterman Diane Schleicher D v: , CITY COUNCIL CITY CLERK Shirley Sessions,Mayor Pro Tem Vivian Woods Eddie Crone f Wanda Doyle CITY ATTORNEY Edward M.Hughes Mallory Pearce *' Kathryn Williams f ,f '' Paul Wolff CITY OF TYBEE ISLAND November 10,2006 Georgia Dept. of Natural Resources Attn:Ann Thran One Conservation Way Brunswick, GA. 31520 Dear Ann, This letter is in reference to the proposed project for Mr. Bernie Goode at 503 Seventh Street here on Tybee Island. On November 9, 2006 the Tybee Island City Council granted Mr. Goode permission to access his property by way of the ditch as depicted in the attached plans. The only stipulation is that Mr. Goode must follow the recommendation from Coastal Resources as far as the best method to cross the ditch. Also, to the best of my knowledge the property in question has never been used as a landfill or as a hazardous waste dump site. ill t Donald Anderson Zoning Administrator P.O.Box 2749—403 Butler Avenue,Tybee Island,Georgia 31328-2749 (866)786-4573—FAX(866)786-5737 www.cityoftybee.org BERNARD N. GOODE 1415 MILLER AVENUE TYBEE ISLAND, GEORGIA 31328 TEL (912) 786-8664 February 1, 2007 Memo to Diane Schleicher Re: 503 7th Street Diane—here is a copy of the letter of permission from DNR for a temporary crossing of the ditch to do the site preparation for the proposed house. This is the letter you requested when Beverly and I met with you, Chuck, and Joe on January 12 regarding our need for a City permit to do the necessary clearing and grading. According to my notes and our memory, the three of you agreed that you could move ahead on a permit once you had this letter. I suggest a site visit with whoever you think should be there from the City as the next step for getting the clearing and grading permit. I can show your representatives the three trees that would need to be cleared and explain the grading that needs to be done. Please let me know as soon as possible what would be a good time to do this site visit. On another matter, DNR procedures require me to submit with my application for the ditch crossing permit the latest project drawings signed by the City to insure the City is aware of the latest plans. After Council approved the previously proposed box culvert crossing on November, 9, 2006, Dee Anderson signed the two drawings I had submitted to the City. As you know Counsel's approval was conditioned on me changing to a bridge if DNR thought that would be less harmful. After speaking with some DNR officials, I realized it was a lost cause to continue to push for a culvert and submitted my application for a bridge. All of this is further explained in my November 30, 2006 application letter to DNR, copy sent you and Jason and another attached here for your convenience. I submitted the drawings Dee had signed with the understanding between me and DNR that I would go back to the City and get the current drawings signed before DNR finalized its permit record. Hence I need you to sign the two attached drawings. I have also attached the ones Dee signed for your information. Thanks, Attachments—as stated EO►R I A Coastal.Rest>urccw Division January 31,2007 Mr. Bernard N. Goode 1415 Miller Ave. Tybee Island,GA 31328 RE: Letter of Permission(LOP)for a temporary construction equipment crossing of a roadside tidal ditch located at 503 7th St.Tybce Island,GA. Dear Mr.Goode: This LOP is in response to your request of January 12,2007 for a temporary construction equipment crossing of the tidal ditch located at 503 7th Street,Tybee Island. This is the same tidal ditch that you have applied for a permit from the Coastal Marshlands Protection Committee (CMPC)to construct a permanent concrete arch bridge over. The temporary crossing will be in approximately the same location as the proposed bridge crossing. The purpose for the temporary crossing would be to allow access for small construction equipment sueh as a Bobcat grader. This equipment is necessary to prepare the site for the construction of a single family residence. The City of Tybee Island will be issuing a"clearing and grubbing"permit for this purpose. Regardless of the"clearing and grubbing activities"at the site,a small excavator will need to cross the tidal ditch anyway in order to construct the abutment for the concrete arch bridge, assuming the permit for its' construction is issued. Heavy planking or plates(plywood or metal)will be used to avoid any measurable depression of the marsh substrate. The planking or plates will be removed immediately after the equipment is moved to the other side of the ditch. This LOP serves as authorization to utilize state owned tidal water bottoms for your project as described in your request dated January 12,2007. Any change in the use, location,or scope and extent of the approved project without prior notification and approval from this office could result in the revocation of this LOP. This authorization does not relieve you from obtaining any other required federal,state or local permits. If you have any questions please contact John Wynne at 912-262-3134. Sincerely, Brad Gene Assistant Director BGfjw Georgia Department of Natural Resources • Coastal Resources Division One Conservation Way• Brunswick,Georgia 31520 TEL:(912)264-7218 • FAX:(912)262-.3143 •WEB:http://crd.dnr.statc.ga.us BERNARD N. GOODE 1415 Jazz= Avrzwz TTBEE ISLAND, GEORGIA 31328 TEL (912) 786-8664 November 30, 2006 Georgia Department of Natural Resources Coastal Resources Division Attn: John Wynne One Conservation Way, Suite 300 Brunswick, GA 31520-8687 Dear Mr. Wynne: This is my application for a Coastal Marshlands Protection Permit for constructing an arch bridge over a roadside ditch in order to access my proposed residence at 503 7th Street, Tybee Island, Georgia. I am enclosing: 1) Application Form— 4 pp.; 2) Written Description of project; 3) a zoning compliance letter to DNR from the City of Tybee dated November 10, 2006, with enclosures, as required by your application procedures; 4)drawings showing cross section and plan views of the proposed bridge;5)copy of EPD letter dated July 28,2006;and 6)a check in the amount of$100 as the application fee for a bridge without fill. As you know, I obtained Corps of Engineers and City of Tybee approvals for a box culvert crossing. However, the City conditioned its approval by expressing a preference for a bridge and deferring to your agency to decide if a bridge would be less harmful to the marsh than the culvert. Little or no consideration was given to the feasibility,i.e.the cost,of constructing a bridge. Having learned from you and others at DNR that a bridge is always more preferable, I have chosen not to pursue the culvert since I cannot afford the delays that might risk. By copy I am notifying the Corps of Engineers and the City of Tybee of the change from a box culvert to a bridge. I will appreciate anything you can do to expedite the decision on this application and pledge to provide you quickly any information you may need. Sincerely, Bernard N. Goode 6 Enclosures—as stated CF w/Encl. 4:Carol Bernstein, USACE,Re 200502185 Mayor Jason Buelterman City Manager Diane Schleicher , , . FIFTH AVENUE X30° .RA • 1�4o�8'38"E 120.16' In''''.4 _____:,... .......a............, N--�. ... ....... —ear—NIP—.__ ....,... ....„ �o ` 1 0 ,r‘ \ \ ' IUPLAIT , . Itr *" q 1...,44e/9011, .. Its to. ..... ,4 • ?, ih, / 1 '4, ; ' 1 , PQM'? ' 1 i N', ,,, '0 . ,,,,NN, ., I. 8 , % -4. 31- .,,,A . , ,,, ,,, 0. 3 ylt , __,. .....-1 ,., , N e ,,, il \\:\7111 1 , % , ) . (.,., ' '''s, '''''b,, . \ ,,,,„ ,,f_l \ : . , P 003 gg rO ., '! , v'_ " IN 1, .?.-.3 . riliorp>4.. ..: :, \ . ' \ ., .' A f , b :� • C N, ri Q � � S ,,ow, go. . ' i , ,tra liJA AepPrgd*[ . : )) we goo . 0 1 LO. k PV-N, '• 'N 013 (-_, 1 / . 1 ' __ J 722 D r2 sf7 i ®p � //II ' ,` ' a a . EDny Cavort fore f nrepandi Geode Reddy Ence : `' 03 D{'ir t t I ■ E, ago LOT 1101 , a o 0 so 40 00 Pfaff VA - — sC'�,1 a,f, 6,2006 GRAPHIC SCAM a MST i8 P •C ° s --' I Page 1 of 4 Dianne Otto From: Sharon Marshall Sent: Monday, February 05, 2007 10:20 AM To: Dianne Otto Cc: 'Bernie Goode' Subject: FW: Bridge Documents Dianne, I am holding this e-mail as good faith that Bernie Goode will supply the below mentioned letter to the City of Tybee Island. He cannot be issued a house construction permit until this letter is on file. Sharon Marshall Economic Development Director Original Message From: Bernie Goode [mailto:berniegoode @bellsouth.net] Sent: Monday, February 05, 2007 10:11 AM To: Sharon Marshall Subject: Bridge Documents Sharon -- that document you mention is what I call a hold harmless clause Jason and Bubba wanted to run with the title to prevent me or a future owner from claiming the City has any responsibility for tidal or flooding damage by virtue of having given me permission to build the house. When I or my builder apply for the house construction permit in a few months, I will pursue that letter which will require me to coordinate with Bubba on its legal sufficiency. In other words that letter will come later as part of the house permit process. The house plans are currently being prepared. As for the hatching, the CRD added that to make the bridge more visible for the public notice. The official drawings are the ones I submitted with my application to CRD dated November 30, 2006, copy of which was provided to the City, and the ones you now have ready for signature. This should be all you need to allow you to sign the drawings for which CRD is (rather impatiently) waiting for me to send. If not, please call me so we can discuss. Otherwise, I will await your call that the drawings are ready for me to pick up. Thanks, Bernie Goode 786-8664 Original Message From: Sharon Marshall To: Bernie Goode Sent: Monday, February 05, 2007 9:34 AM Subject: RE: Vietnam Memorial West of Memorial Park Cemetery Bernie, 02/05/2007 Page 2 of 4 We have reviewed your submission and we need one final thing from you before I release the signed drawings. In the minutes, there is a passage that states: Mayor Buelterman asked Mr. Goode if he would be willing to sign a document stating that he or any future owners would not hold the city accountable for flooding situations. Mr. Goode said yes he would. Could you please prepare such a document that I can keep on file? Also, can you tell me why the updated versions of the drawings do not have hatched markings on them? Thank you, Sharon Marshall Economic Development Director Original Message From: Diane Schleicher Sent: Friday, February 02, 2007 5:46 PM To: 'Bernie Goode' Cc: Sharon Marshall; Chuck Bargeron Subject: RE: Vietnam Memorial West of Memorial Park Cemetery Bernie, I will have Sharon Marshall sign them after we review the minutes from the variance. The forms are in her mailbox. We should have them for you on Monday if everything is in order. Thanks for your patience. Diane Schleicher Original Message From: Bernie Goode [mailto:berniegoode @bellsouth.net] Sent: Friday, February 02, 2007 5:44 PM To: Diane Schleicher Subject: Re: Vietnam Memorial West of Memorial Park Cemetery Diane, Thanks for that info. I'll talk with Sara and Allan on how we might want to proceed with coordinating with Ron Tatum. In the meantime, this gives me the opportunity to ask if you had time to sign those two drawings. I dare say I must not have explained this need very well and fear it may be growing to a higher level of importance than it should. This is some administrivia within DNR that assures them the local jurisdiction is aware of the plan DNR will be acting on with its permit decision. I officially sent the new plan to Tybee with the copy of my letter to DNR dated November 30, 2006, wherein the change is explained. Recall it was council's vote that expressed the preference for a bridge and sent me down that new road. If you need some assurance of the minor nature of this request, I suggest you call John Wynne who is handling the bridge application for DNR at 912-262-3134. What makes it a major thing for me is the fact that it is one 02/05/2007 Page 3 of 4 of the items DNR needs before it will take final action on my application. Please let me know if there anything I can do to allay your or anyone else's fears on signing these drawings? If at all possible, I would sure like to pick up these drawings Monday so I can get them off to DNR. Thanks, Bernie 786-8664 Original Message From: Diane Schleicher To: Sara Jones ; Bernie Goode Cc: Jason Buelterman Sent: Friday, February 02, 2007 3:54 PM Subject: Vietnam Memorial West of Memorial Park Cemetery Allen and Bernie, Ron Tatum along with Jimmy Carter are exploring the idea of placing a Vietnam Memorial in Memorial Park. Ron talked to me today and Chief Sasser due to the proximity to the Medstar Landing Location and a possible location was discussed subject to approval by the City Council. The potential location is west of the cemetery next to Jones. I would like you to contact Mr. Tatum at 786-5809 to discuss this project because of it is very close to the cemetery, and I want to make sure that both uses are complimentary. I would be happy to sit in on any discussions regarding this issue, but I want to make sure that Ron Tatum meets with your committee, as well, at some point in the near future before he gets on an agenda and makes his request to the City Council. Thanks, Diane Schleicher *********************************************************************. This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate, distribute or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system. Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island. The recipient should check this email and any attachments for the presence of viruses. The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email. City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 ********************************************************************* No virus found in this incoming message. Checked by AVG Free Edition. Version: 7.1.411 /Virus Database: 268.17.19/663 - Release Date: 2/1/2007 02/05/2007 Page 4 of 4 No virus found in this incoming message. Checked by AVG Free Edition. Version: 7.1.411 /Virus Database: 268.17.25/669 - Release Date: 2/4/2007 02/05/2007 v C7IN•S' APPLICATION FOR A DEPARTMENT OF THE ARMY, CORPS OF ENGINEERS PERMIT, STATE OF GEORGIA MARSHLAND PROTECTION PERMIT, REVOCABLE LICENSE AGREEMENT AND REQUEST FOR WATER QUALITY CERTIFICATION AS APPLICABLE INSTRUCTIONS FOR SUBMITTING APPLICATION: Every Applicant is Responsible to Complete The Permit Application and Submit as Follows: One copy each of application, location map, drawings, copy of deed and any other supporting information to addresses 1, 2, and 3 below. If water quality certification is required, send.only application, location map and drawing to address No. 4. 1. For Department of the Army Permit, mail to: Commander, U.S. Army Engineer District, Savannah ATTN: CESAS-OP-F, P.O. Box 889, Savannah, Georgia 31402-0889. Phone (912)652-5347 and/or toll free, Nationwide 1-800-448-2402. 2. For State Permit - State of Georgia (six coastal counties only) mail to: Habitat Management Program, Coastal Resources Division, Georgia Department of Natural Resources, 1 Conservation Way, Brunswick, Georgia 31523. Phone (912) 264.7218. 3. For Revocable License - State of Georgia (six coastal counties plus Effingham, Long, Wayne, Brantley and Charlton counties only) - Request must have State of Georgia's assent or a waiver authorizing the use of State owned lands. All applications for dock permits in the coastal counties, or for docks located in tidally influenced waters in the counties listed above need to be submitted to Real Estate Unit. In addition to instructions above, you must send two signed form letters regarding revocable license agreement to: Ecological Services Coastal Resources Division, Georgia Department of Natural Resources, 1 Conservation Way, Brunswick, Georgia 31523. Phone (912) 264-7218. 4. For Water Quality Certification State of Georgia, mail to: Water Protection Branch, Environmental Protection Division, Georgia Department of Natural Resources, 4220 International Parkway, Suite 101, Atlanta, Georgia 30354 (404) 675-1631. The application must be signed by the Person authorized to undertake the proposed activity. The applicant must be the owner of the property or be the lessee or have the authority to perform the activity requested. Evidence of the above may be furnished by copy of the deed or other instrument as may be appropriate. The application may be signed by a duly authorized agent if accompanied by a statement from the applicant designating the agent. See item 6, page 2. 1. Application No. 2. Date 3. For Official Use Only 4. Name and address of applicant. e,~1-y O P-7Y6 4'2 J5 /mad) 8 ,c . i?0R' Z-711 ,"7-`1,b'°"J51-,-16,--c,.3'3 .ci, Location where the proposed activity exists or will occur. 0 eee 7o k. 5 ✓'-� ' - � Lat. G�Long. ' J a✓( a.,kA — — 'I'/ rJ r P X5'/e County Military District In City or Town Near City or Town Subdivision Lot No, N Jpt- e Lot Size Approximate Elevation of Lot State N me of v=ai-f:0aav yr<m. f tdee_aa r�Ge' Ri<,cr. C.ot nd -,-_ o-- - 0+ 1 CESAS Form 15 i NOV 0 12006 t b. 11-=: edoress, and title oti applicant's authorized agent for permit application coordination. epL«r.so■-• e L Sc ✓crr. �� G c I cif c S Statement of Authorization: I Hereby designate and authorize the above named person to act in my behalf as my agent in the processing of this pesmic application and to furnish, upon request, supplemental information in support of this application. f ! _ Pry/z ,e10c. Signature of Appli ant Date 7. Describe the proposed activity, its purpose and intended use, including a description of the type of structures, if any to be erected on fills, piles, of float-supported platforms, and the type, composition and quantity of materials to be discharged or dumped and means of conveyance. if more space is needed, use remarks section on page 4 or add a supplemental sheet. (See Part III of the Guide for additional information required for certain activities.) i 8. Proposed use Private Public f/ Commercial Other (Explain) 9. Names and addresses of adjoining property owflers whose property also adjoins the waterway. ,lam,+i` .• „�1 11' 2 10. Date activity is proposed to commence. y "2.019-1 Date activity is expected to be completed. fir b✓ 4 1 2_00 11. Is any portion of the activity for which authorization is sought now complete Y ✓N A. If answer is "Yes", give reasons in the remarks in the remarks section. Indicate the existing work on the drawings. B. If the fill or work is existing, indicate date of commencement and completion. C. If not completed, indicate percentage completed. 12. List of approvals or certifications required by other Federal, State or local agencies for any structures, construction discharges, deposits or other activities described in this application Please show zoning approval or status of zoning for this project. Issuing Agency Type Approval Identification No. Date/Application Date/Approval FRECEIVED1 NOV 0 1 2005 t roy 13. Has any agency denied anprovz.A fo' .`he activity described herein or for any activity directly relatec try the activity describers herein? yes ✓ NO (If "yes", e,.olain). Note: Items 14 and 15 are to be completed if you want to bulkhead, dredge or fill. 14. Description of operation: (If feasible, this information should be shown on the drawing). A Purpose of excavation or fill 1. Access channel length depth width 2. Boat basic length depth width 3. Fill area length depth width 4. Other _ length depth width (Note: If channel, give reasons for need of dimensions listed above.) B. 1.If bulkhead, give dimensions • 2.Type of bulkhead construction (material) _ Backfill required: Yes No Cubic yards ^ Where obtained C. Excavated material 1.Cubic yards 2.Type of material 7� / 0 15.Type of construction equipment to be used IJ J.yam r t�6A c k , IS aG�hog' 5✓'rte01 A. Does the area to be excavated include any wetland? Yes No J B. Does the disposal area contain any wetland? Yes ke No C. Location of disposal area a h..sp..ps..e.y {=y`e e k D. Maintenance dredging, estimated amounts, frequency, and disposal. Sites to be utilized: %y_ E. Will dredged material he entrapped or encased? 0,....,a/44- F. Will wetlands be crossed in transporting equipment to project site? ye 5 G. Present rate of shoreline erosion (if known) 16. WATER QUALITY CERTIFICATION: In some cases, Federal law requires that a Water Quality Certification from the State of Georgia be obtained prior to issuance of a Federal license or permit. Applicability of this requirement to any specific project is determined by the permitting Federal agency. The information requested below is generally sufficient for the Georgia Environmental Protection Division to issue such a certification if required. Any item which is not applicable to a specific project should be so marked. Additional information will be requested if needed. A. Please submit the following: 1. A plan showing the location and size of any facility, existing or proposed, for handling any sanitary or industrial waste waters generally on your property. 2. A plan of the existing or proposed project and your adjacent property for which permits are being requested. I RECEIVED NOV 0 1 2000 3. A plan ahowtng the location of all points where petro-chemical products (gasoline, oils,cleaners) used and stored. Any above-ground storage areas must be diked, and. there should be no storm drain catch basins within the diked areas. All valuing arrangements on any Petro-chemical transfer Jines should be shown. 4. A contingency plan delineating action to be taken by you in the event of spillage of petro-chemical products or other materials from your operation. 5. Plan and profile drawings showing limits of areas to be dredged, areas to be used for placement of spoil, locations of any dikes to be constructed showing locations of any weir(s), and typical cross sections of the dikes. B. Please provide the following statements: 1. A statement that all activities will be performed in a manner to minimize turbidity in the stream. 2. A statement that there will be no oils or other pollutants released from the proposed activities which will reach the stream. 3. A statement that all work performed during construction will be done in a manner to prevent interference with any legitimate water uses. 17. Application is hereby made for a permit or permits to authorize the activities described herein, Water Quality Certification from the Georgia Environmental Protection Division is also requested if needed. I certify that I am familiar with the information contained in this application, and that to the best of my knowledge and belief such information is true, complete and accurate. I further certify that I posses the authority to under take the proposed activities. Signature of Applicant 18. U.S.C. Section 1001 provides that: Whoever, in any matter within the jurisdiction of any department or agency of the United States, knowingly and willfully falsifies, conceals, or covers up by any trick, scheme, or device a material fact or makes any false, fictitious, or fraudulent statements or representations, or makes or uses false writing or document knowing same to contain any false, fictitious or fraudulent statement or entry, shall be fined no more than $10,000 or imprisoned not more than 5 years or both. PRIVACY ACT NOTICE The Department of the Army permit program is authorized by Section 10 of the Rivers and Harbors Act of 1899,Section 404 of the Clean Water Act and Section 103 of the Marine Protection,Research and Sanctuaries Act of 1972. These laws require permits authorizing structures and work in or affecting navigable waters of the United States,the discharge of dredged or fill material into waters of the United States,and the transportation of dredged material for the purpose of dumping it into ocean waters. Information provided will be used in evaluating the application for a permit. Information in the application is made a matter of public record through issuance of a public notice. Disclosure of the information requested is voluntary, however, the data requested are necessary in order to communicate with the applicant and to evaluate the permit application. If necessary information is not provided,the permit application cannot be processed nor can a permit be issued. SUPPORTING REMARKS: • I J NOV 0 1 2006 N WS. A.nny Corps of E gikkse2T Regulatory Branch, Coastal Ai era: Section Post Office Box 889 Savannah,GA 31402-0889 To Whom It May Concern: This is to certify that the work subject to the jurisdiction of the U.S. Army Corps of Engineers as described in my application dated /p/? i 61, is, to the best of my knowledge, consistent with the Georgia Management Program. Since my project is located in Coastal Area of Georgia, I understand that the U.S. Army of Corps of Engineers must provide this statement to the Georgia Department of Natural Resources, Coastal Resources Division, Ecological Services Section (GADNR-CRD)for its review, and that a Department of Army permit will not be issued until the GADNR-CRD concurs with my findings. I also understand that the additional information may be required by the GADNR-CRD to facilitate its review of my project and that the additional information certifications may be required for other Federal or State authorizations. Signature of Application: J� Date: 0 /-24 i o Printed Name of Applicant: T) e --r®0 , C f Street Address: (-1 3 %3 v-t I e r 4 v p, v City, State, and Zip Code: 9 .,P 5 (-A. s 13-_, Phone Number: q/ Z '-'-W13 _ FAX Number: - (453 ri E-Mail Address: 5 ,For �oRst3t4.'.ifncy with the''ueorg a Coastal 1V1fonnegerent ,� t 1d4�QLn.°y 4rFt.kJ1°� :-� 1'y(91 ).16'-j.l.1.3. t p IV NOV 0 1 2006 STATE OF GEORGIA REVOCABLE UCENSA' REQUEST In Association with a DNP Permitted Project APPLICANTS NAME(S): o 4 , „ • !i 4 ._ Pe.r'rrrit# .... _- ADDRESS: 4-(0.3 73 04-1 - Ave. T ate �s��h _ --,er-u E L_S(Street) (City) (State) (Zip) ^ COUNTY: ��u ��a�. WATERWAY: r�i4___ _ P,�� DATE: I�Jf? le) Susan Shipman,Director Georgia Department of Natural Resources Ecological Services Branch One Conservation Way Brunswick,Georgia 31520-8687 Dear Ms. Shipman: I am making application for a permit with the U.S.Department of the Army,Corps of Engineers,Savannah District. I understand that the issuance of such a permit will not relieve me of the obligation to obtain authorization from the State of Georgia since the proposed project would constitute an encroachment on the beds of tidewaters which are State-owned property. Accordingly,1 hereby request that I be granted a revocable license from the State of Georgia. Attached hereto and made a part of this request is a copy of the plans and description of the project which will be the subject of such a license. I understand that if permission from the State is granted, it will be a revocable license and will not constitute a license coupled with an interest. I further acknowledge that such a license would relate only to the property interests of the State and would not obviate the necessity of obtaining any other State license,permit or authorization required by State law. I recognize that I waive my right of expectation of privacy and I do not have the permission of the State of Georgia to proceed with such project until a copy of this request has been signed by Commissioner Holcomb. Sincerely, By: rA� ,tA_ /ASS. e (Applicant),title if applicable By: (Applicant),title if applicable Attachment The State of Georgia hereby grants you a revocable license not coupled with an interest as provided in your request. This area may now or in the fixture be utilized by boats employing power drawn nets under the provisions for commercial or spoil bait shrimping. In its occupancy and use of the premises, licensee shall not discriminate against any person on the basis of race,gender,color, national origin, religion, age, or disability. This covenant by licensee may be enforced by termination of this license, by injunction, and by any other remedy available at law to the Department. The project proposed for this license must be completed within 5 years of the date of issuance of the license. Otherwise,action will be initiated to revoke the license. _ STATE OF GEORGIA CEI V £ NOV 12006 Office of the Governor ! By: For: Noel Holcomb Commissioner-DNR DATE: kevisex August ZU04 Tybee Island R 2 -\- iF p•p Zoning Map //---,-.„..,.„---_,....,.v. _ Igpt___L 'DECEIVED RT �;' x JJJ „` ..� ;, %' NOV D 1 ZDO6 �d= t � � R' ,, J;I. BY: iiiII • _,1 a I( _ 3: c•z .4 V 4:4141.,. 't,, • \ /rat,,�"^ R-2 �j.k,, EL �e ll°�� . . EG .\ J R.2 , G2 %-., &.1 '\\ /j/JrtT R-,- B(f( j 'jt ..,G14. i 7 .' / � i a, l i / s N - / ... !--,./1 y % R-2 /II� 'a R-2 a fi R-2 t`` _ �(r s vtea ��_ /+�a'v_ (— _ `"tea .{ ter_ fi-h it r f� ry�, 1; ,, t' , /� /L / V°z rte' ._,� jr b., ' tf i 14AF OFFICIALLY AOOITEO: 1� R-2 \��/ DA, s>,tew t ` MAP we■OOneo wnttl ARreROetenn: 1 mo/ eAT[ MICeWLR to tM/ M D , 1 R-2 I i ��, Arewwu: uuL arrmna 1 111 l 4 ,� , 1)--..,--------'-'''''' •AYON,`:LL• %, )t `e an aeRR-/ , `•/ IPILTROPOUT Project Description POLK STREET SOUTH 2006 MAINTENACNE BY THE CITY OF TYBEE ISLNAD Basic Project Details: Polk Street South is south of HWY 80 and east of Chimney Creek at 1,063,417 Latitude and 736,927 Longitude. This project formalizes the City of Tybee's commitment to include this section of City R.O.W. in the City's road maintenance program. It consists of approximately 550 LF of unpaved roadway. The roadway is bordered by marshland on each side and has been allowed to erode to levels beneath the mean high water line. The intent of this project is to stabilize the roadway at elevation 6.2 MSL (1929 datum) and maintain it in the future at the nearest 10th of a foot elevation above the MHW line established by the DNR. This project is approximately 300' from Chimney Creek, which is navigable. This roadway is separated from Chimney Creek by a private drive to the east on which 5 single family residences are located. The houses are around 150' from this existing roadway. None of these lots access Polk Street South. The project limits as defined by the silt fence shown on the plans is approximately 0.30 acres. Approximately 600 CY of fill will be required for this project. Description of Alternatives: No action would allow for continued unnecessary turbulence caused by vehicles accessing the residences served by this roadway during periods when the roadway is submerged. Also, the washing of the undercarriage of the vehicles is detrimental to both the marsh and the vehicles. Raising the roadway to the standard 7.50 MSL elevation would avoid only submersion of the roadway during tides higher than current high water elevation and would require 8' wider disturbance or 0.10 acres (33%) more disturbed area. Placing pipe beneath the roadway would provide a concentrated flow rather than the overland flow that will be accomplished by placing the roadway at the current High Water Line. INOV 0 1 7.00G Page 2 Project Justification: The residents of Tybee have a right to a City maintained roadway. The lack of maintenance has allowed the submerged roadway to be further eroded due to use while submerged. Raising the roadway and refurbishing the gravel surface will: a) Provide a more maintainable surface. b) Eliminate unnecessary disturbance of tidal waters that results in vehicle oils and disturbed sand being transmitted into the marsh. c) Provide the residents served by this road with safer access. Erosion and Sediment Control Statement: This project will be conducted in compliance with applicable erosion and sediment control requirements. A double row of Type C silt fence will be installed along the perimeter of the project to protect the adjacent marsh. NOV 0 i 2006 1 1 Map http://www.sagis.org/app/map_print_HTML.asp?pid=-&mapref-=& MaplT r- .'4 -- ''�' . ail 1 `. '0? - s.,-arrt-F3 Carr.-_ ■ tl _ 5 Y 21 52A� -,' 6t'f 6• �` ' b '7 .,, .l 5.0.4.1... . _ - 3, H . t.)( X # 250, T' - . �.,04'1 ".f.__.•e I d S , Jam" 9 ' L: , iI - E �1 ,I IE dry" �•. - _ - ,1 w j i } - y i ?` s . , j 0r r65ft Created by Maplt on 11/1/2006 10:33:07 AM using ArcIMS 4.0.1.©Copyright 2002-2003 BinaryBus,Ltd. 1 of 1 11/01/2006 10:32 A REFERENCES: 1. PLAT OF A RESURVEY OF PORTIONS OF BLOCKS 14,15 & 16, GARDEN WARD BY WRIGHT C. POWERS �'o R.L.S. 933 DATED 7/31/63. 2. PLAT OF REMAINING PORTION OF LOT 1 & ALL x n Dcv OF LOT 2, CASON SUBDIVISION, BY H.M. GARMANY <I DATED 6/24/64 AND RECORDED IN P.R.B. P-130. �� 3. PLAT OF CASON SUBDIVISION BY S.P. KEHOE, JR. �� �\ x =`!'= — •= - C.E. 914 DATED 4/12/48 AND RECORDED IN \ P.R.B. H-132. x \ 4. PLAT OF PORTION OF LOT 8 AND ALL OF LOTS 0 O \)'' AD � _■■■_ x 9-12, CASON SUBDIVISION BY BERT B. BARRETT, SR. c �' _.i__ R.L.S. 1239 DATED 6/29/92. x x �"� �~ 5. PLAT OF LOTS 4, 5 & 6, CASON SUBDIVISION BY x x -=-— \ •!= x BERT B. BARRETT, SR. R.L.S. 1239 DATED 5/9/88. 'S� � N• 6. PLAT OF LOT 7 & PORTION OF LOT 8, CASON ='! SUBDIVISION BY VINCENT HELMLY R.L.S. 1882 ^)• x DATED 2/25/82. alp _•11,_ ,- N• �N ^/ al, x / x MARSHLAND TRACT N/F MICHAEL E. & KAREN R. LEONARD a ,∎i1, '` /ali / _ ��� x '/, •iI, x C.M.F. /'/ 132.25' /' j>/ STATE OF GEORGIA CHATHAM COUNTY BOUNDARY Sc TOPOGRAPHICAL SURVEY OF A PORTION OF POLK STREET SOUTH OF U.S. HIGHWAY 80, LOCATED IN GARDEN WARD, TYBEE ISLAND, GEORGIA. RECEIVED FOR: CITY OF TYBEE ISLAND NOV 0 1 2006 DATE OF SURVEY: MAY 31, 2006 IBY' DATE OF PLAT: MAY 31, 2006 GEO R 0/4 �� \ST5'4 SCALE: 1"= 25' ■ No. .� � i 0' 25' 50' �� . � 1 ��*9" Off- r ' BERT BARRETT, JR. LAND SURVEYING, P.C. sr, '� 145 RUNNER ROAD BARB SAVANNAH, GA. 31410 (912) 897-0661 •)31//O6 I . GA. GRID NORTH MARSHLAND TRACT N/F WILLIAM A. DOWELL lx• x 2114_ vi c' N. _.,■I!.. 4) ...._,N 05°1241 E D, ------- '-1-=- 88,39' ,\ x ''''. N 04°54'06" E --,--- o o --- ,.,. ...Ns ■mot Am R.B.S. ,\ ,■1/ __ _____, _.■!,. a. N -x__ --,, o DIRT TRAVELED WAY N. ,i1,_ ,111, N• idi:'• --„,. x 4) 4) ---- , --, ix• — --x— — — _ x - - ______ ___ _ ___ — N• -- ,(14 x 1 - (?-• n‘li,_ x -- --- _ IP 4) P ------, --------=_E.-- --, •\ _,\i.,_ Ix• :;—_---7-F--,-,_5--:---Fv----7-——5. sdi, N. 0) ,q, tx• ,,,, Ar, Or Of, _-_,,----- AD. =\_.4- x ,d1,_ 4J• X - ‘X -----'- . 4D• P A.D. all, At x :slit, N• x —4. 0 0 4-L-'-- ,p,_ -AL- "D• Ix• x ,)11, 0 Ji.,._ :_, ALL- II _,di,„ N• 0 x x !, --"--- S 05°12'41" W ,di, 356,12' GRID N: 736362.88720 GRID E: 1063381.61704 In Li o D oc; Z LLI a > I-Li < Z *? o 0 El L O T 12 Z 0 97. 0 CASON SUBDIVISION PORTION OF v) < _,721 1 N/F JAMES KELLY KIDD < co d(1 c, CASON SUBDI' & 0 < ..1.- N/F JAMES KELL MAUREEN GALLAGHER z(NI v)I,j & D.B. 242H-390 I li... 11.1b..q6 C) .-?cf" di MAUREEN GALL/ D.B. 242H-3 N-9 00z In 1-- re) 71" fY "I- 0 co z CL '\ C.M.F. IL , ).C. FIELD 1/ 65,902 ERROR/POINT — J. METHOD NONE . THE COORDINAT '.C. PLAT 1/ 96,995 \ , ARE BASED ON I rAL STATION GEODIMETER 610 EAST ZONE (NA GPS UNITS PROMARK 2's • NI . _ L 0 T 6 BLOCK 17, GARDEN WARD N/F WILLIAM A. DOWELL ai;, — <5 slit, 47 1r _,ii, �� alt. _,i_ �• --- x -- � �� ., 356.25' - - - ° ° - • a, lt, ad x alt, tx`? 2,11, 1Ir, x / 4 alt, \ 4) x °' al,_ , 4 IX. all, DP <,° IX ®i X xt ,fir, alt, GO� - � �' e a 41..<').- K STREET �� bc• 60� R/W S DIRT TRAVELED WAY \\ (0,24 0 4 , 4 l- - -r --r- - - - .fir- - —� — — — --')1_, --•())(<01/4 x alt, -- h x — -- x p,c .w, ,11r, — air, UO• D,• x x x x�. — ,I_, x x 0 1 x i, — cO'� `O. <-O•x ai_ alt, .11_ — o-' I, ---- Ix P —OVERHEAD POWEPR LINE (TYPICAL) x P \;:r P P x ,ur,- b r, ,11r, x D,• alp, ,fir, — — — _ _ _• ,I1, ,1 r, all. ° — — — x �— S 04°54'06" W _ — alt, _2!,. POWER POLE (TYPICAL) = ;t, Alf, GRID N: 736717.73 GRID E: 1063412.04 r 1 PORTION OF LOT 1 PORTION OF LOT )N CASON SUBDIVISION CASON SUBDIVISIO )D N/F ROBERT T. GRISSOM N/F LOUISE SASEEN & R CHARLENE G. GOMEZ D.B. 183J-370 I E iHOWN ON THIS PLAT SPECIAL NOTE: THE SURVEYOR HAS MADE NO ATTEMPT TO LOCATE ANY TREES OR GIA GRID COORDINATES UNDERGROUND UTILITIES ON OR ACROSS THIS SITE. THE UTILITIES THAT ARE SHOWN 3) 1994 ADJUSTMENT. WERE ABOVE GROUND AND WERE IN PLAIN SITE. r. Z CL AL OF LOTS 19 & 20 & PORTIONS OF LOTS 9, 10 OODBINE AVENUE, BLOCK 14, GARDEN WARD I O N/F CHARLES B. KICKLIGHTER Lia I Z D.B. 245R-699 1 P.R.B. S-80 v ■ 2 D.N.R. DELINEATION LINE o D.N.R. DELINEATION FLAG Li 05°27'25" E x _ _ x 139.99 _lb..... cb.- lx• i x .;li, ,(if, x Ix. :di, ,;Ir, — �<0 ICo /it MAIL BOX `0• x x i,i / Q ti ti x _ l ` - - _ - ._ ._< , - - - -- Co• \`L W 9 / <D• ° GRAVELED ° TRAVELED WAY '"-Z; ° ° „q, e 5S' � ' re e 9 g .` ` _ ,tea _A__ , � f / L Cc. !, WATER VALVE r•.:. 1:� --/,,/ 0.7 P ,/ P P ` x --1<--) '`aj I• � ' l`Q co ��. p,.• ,■I_ _■Ii, (o• a , c)•• • :' ,,,/ .a.7, ..• `7GU c,; 125.35' i S 05°27'25"�W R.B.S. i 0 Y WIRE ••c' / >■• ; 0/ • • • ' O 0 .. J.c. JO c5 . ' t ��� �'? � -S (z- ro <, o '6^ O Cti "- 4 c7 .\ Ot c :4/-'' . k.�� . .z' � , QP 2 CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C-1 2496.48' , 61.69' 30.85' , 61.69' N 71'06'04” W , 01'24'57" . /r n nd n '7c\ ,!t x ' • "V a 1 �x r,'• ` fi• y,,�,�b a._-: -:v�! {- �✓.• .''_^;�.y .x s pki._-_.'-.:.-�--_`�:.-^`fi"''- ,.,',F. , � .%, a-' l,i.Y'.-.,, '.' "e;y.-e'�..=.'.,._t_u aoc a .f • .m.-��!-6,'�: .t'�n'g:,"�n e -.,^�{..Y•. ' S..i , ...a.�•. w •+rtI k�' ':•'.•3..4 x..:iE'r±°r7 w`n y.��L?4'.'a.«''.,l--pu QL„:1:w a'D a^''F�1�"F.fcd�,'p"�r=jta%am c`�-ii.",.� z' . d usa't:`'t h" 4'�' .' •'S.� X F Tzu.„ �x^ 44$4' - t: r ab.. " • �� ' :a` \ ,�, o. '4 4 :,'2,1..;,,--,,,' 4 .et �K�w'. fi }4, ,.1t ,n . � •c'• � ' tm y \ ,`5• ;y * :j a � r . s' � 4 .a �9 �� , � r-: F �4i Y � • \� ,� ` a ; ,y •ik4, . * *. !;I' 5 i ;' * \ ' „ - - r 4 , l , .5. - y:\ : o ff? q.p ' M�.mx : "' E'4 <. a .+ k [ t • p l 4$,y � r , yr ` \` s,,.q' "im U � %*:-:. r � w6♦� :A::. f �4 s0 OR' 93 :i, '� ''''''-':#14i'''+ . \ �.t a ' Op +Qbn1 as. . *e, � ��t �m a � s 4s44,1 aqw ..\ .. . 14. F . i 'F , n_ � _ : '! r.. y s 0* 4 0 O a4 3. - , � � ""6°c. Vi1 �70p - " '�Q�! ''..:';'''k ',4***,,, ,� 1Y , � - ro• '..• ,•e:w� C . .'4,"4.4 .' , '� -' + a • 0' -1 4 a,s pi A a , 1p . ,.4 v t a ,t7' � , , s c 4 4F . k - ' kc ., e„�� - J �� w. ' „ Y 0,, mm �'awty t, 1g . % t ‘.--, , -41,4,-�__ _ - - -1� aew,;' 1;1' or; "+ ^--:•, . .Y,0JQ ;' -ra ,• F`'t ,� %< . "'' - u ,i A y av^ ,,' ,-- '° x 41• 4 'd(040... , 4 ' an � R"t-. k :: p.T.u. ° " •°d ` �. a* .' ,. $ 7 - Y.,?: : !"n.p . :�.,•V2v k:'�;F V w`T.' -."5„,:g..;,:,,,: _ ." : 't �A. 4.. { � �� ii•i 7 1 S- �V §f �g .' : c e' roc Q� 51 ;» ; p i � ` �• �,.�; •` ;`� :sV�4r R a -. 441' '4,11...,•,--.,,,,. 0 �b� n� * . a , , u� .F;v �▪ ¢ ,▪ . ''''','"!.."..4.,,,, • n 4• ;'e 1z, ` 4:. - _� t4:, ,t▪ \ i 4 � G `. .- St• . -= Hk.R .--R E. ,z . . .O ` 1 4..''''!-,W ` .. ..,'. d-. I 1 : 1,"•, r .- . ' 2; s tiT m. 'S' a C. x• 'n_ . C �4w s z os.ia - ,:...i.":`,4,04.a / / - • ' w :?a,F: "\* ' "rsw .'r4tK i:: - '`y. lr '. ¢ � 3 {x Y Y 'E7. ti 10- f S it;7, `.-'x E : t 7. . e 4 . ',�;4 '- 1 'F.,.,ws ,�± (mkt. ag '1+e 7 e 4:,. „ ay g ' ..• '• ..' t � key a max?s ' a: • ' El w.`: t'. "e .: , �.;_•.;� w e^na. .ciao 4: S 9 r .��-..�� 2hr� �' „�t 'ii ",.: ^5 .:"::_ '.: +^,*,. '._.. ,, .rn *,91,''' �.-+'', tro. .aN{,y4��':�s:t�wr wVEoc e�E���R�� �r'...k:±. 3:••E8., '�^ t r•�t."€�_e"�'p,:.® -.�Mt'yF'12.,:"-C;'''' ? ..,.: ..4'-,� - , .,. ,°'la:: �r` ,:�q�,�Jryny[�pF.._p��ppyyq p�F g� y��,y � h' i.. 4 ae. .- "„�' •F •�a:. K;n ��((pp��.��q'1(g' �{ 'ryry'' .� :-. l.l' �.w P4 �y�'' ,•.. 4:, ' _-'14--;- GiiSiEi9ian:L:1�9Y5annati', ®iIera .v;r k. ..:i�yg�p�t `xSG�61i51N ,bry�543 F: - ...y �,:.:.'. .a ,.x .;"Lib'iF ! O� S'Rdi.T.YR L8[, :,.;t, u.. .. - • .!'.. �y�;S•�{c7':,tyy a..- rs, c[a 4+ -'' .. re, 4 • �:�.'amafi. DNVfi.:13;<t,,r� 9wu�3�E�[1,.,��# [� j', ' ,,s „ E � �gF,p- �r. .�{.� .S��E�� r•,�d�flC�4�i s�c�aa�3�uE� �?l3�urrv�gw�,... . -wy {.� �'w ee p w� gn�5wyt�.9.� q� {y ev!? p�v�ools .4 ,_� o'• ,, �ws.,+. � ,�,+ ;�, cisa ���9 yea._..i.:'5 • y�.:::ff8�s.i`rl,:w� Y.y• ,�r'1::, l.�A'G fiF�'F &Iti� FIrJt�Ep,q�ry[.�� �y_,. y� wig �y n�.q�y n �(.�q. :.. �.y,1 q_A��Q®AS F'iSw 6ak4;3i,al�®Sii9L+6lN akC.te.'�tl�t7..... ' .` ', .ifa; :-4 s br i., .11 fig; Pjt,�a � ;IE,SVhx..:if ° 'fir.. �Si;. 5.2.. ': 'Fa�t0, G93:[2Si!ds,,, 5) ca7..u:itl. . -,.i 4.: :- � :�•?�1�g�5��,:�RP.,ts€�€����1Q. ._ : mow. 1,27-•-• �. o. t� :�i9rSC�t��'���k�t�N��:'��9QiF�a�dk�i€�®�t�56L�'� .,;a, • ,, �, ;,. �� 4a :f� � y--. ,s w "3E3�flE3 a0l� Q^9S"s�➢� �a G? ,Aa� � �q pp :..'�Ed a�~r....4 ... .,,fir r~_ + ,4. '...,1644,,�,,„n Au,i9t3pJ..„„,.ii,,IOG _ • -...�" ,._ ,. :,� �. : :x.. l�GdRE449ky srr gNg71�1a-'�X3Ngl4k4EFtA �SPEfFIP37Ar7 �7Nis°NJ��mO - ' �-a'�`gy� - ., >?u:.6`G, r• ,... .,s,4: r^.�T],�L�� ,.FY�r&.�k��5R,4!W, 39U�����Fi Pif3P6161®0t! G,I�C .: ..r �•, ,.n'aax ,. .. ,., ., „„,� . k7s�.,.�..d43S;?e?�•'�y. - •�.•. >o.., P�..;ipti��lAp® 69�gC1n6IC16 ... '� � . � 'i. .. R €3�ii:��: .. }9.eC,7gYlw�ffi .,. � a -�-' . . r. ..: �. a ..^ .. � X21, � ��•en �.: F...: •. l:�, !'i,laY.F.'�7.�r'S,'PYi'y° 39HF1FiKit� F w'j iy '.y, �{ � �p �q way. � a�Y t� i� '� 'Si zk9t5R'.''''- ''.l6=7 -: v. &+.rt"3,P3°.'3a'.19Ir PR2C;SA.Yi ,.,if F.141k WOWAg11Y+.c! 6N''!'. . ' ft- `ilit'lg,P eldi: C®E1''r' I�II ,,,,V4 1r,• *d'}Il y *N ' : 114.-- ,a c. ,e.iF 4L'..,476-AKS!?4i sk7'51•1�F�SIDRF• 'lS 3._ �:1 -ClicitikE 01156.7.".�:ti ,,.,, • ; • ld tS 3N: a;S.6.:,�'�My: .. �fGv3F.7S'�F3''.GR_, .Rn6t79£SffiCi .aa: .,.` 'i:'r-_ ,; . .}.. ..,. - r s •s,• Y. af7 ,,r'' ,.'' • ..1 dd�k 3 ,gym t l eitte Eli, a 1:.� ,. Y `n'.., l-p.: :'.' �4.!� :. i3 max... :- .. :.,. !.5�.[s.F'.,SR@1 6AP&.S�aas9f?i i1NS4�E1: 1 AgFiPRa q. fa a �Fa ,..„ a:.�< r^"`, --' ' aTi . Fy z.: K w ..�T�+ ,��� �.. am®��ap rarrdraz�;�='[ �e�ariewri6ee> �.s®�a�� ��n W aa,4wrsa4 ;.:,: �a �.,.rty,;,b „�... � ' ,a°• '� '- -IA1 f XA:•.9 rat t'.• 1, k"G'414 F' F u,,,, 14' •' a.. ', t r�,� - r • 1 9 r.,• ..sa20., 'k d4 0:'d?l-.:......,.. Imo' _,%.. �3,„,„..[C4.r q' ib ` :P7t"en,...`s', 7 ;, � x' R. ooh � (� f. ,a'.:. �' �'c561�=E5� �� � Er. �, tBm$� (}y��7g �� t'Y t��3� ��` .. ,4 .. l'('o rre5d -.re iF1�59!'a '.S'"dl 5 ,-,7 'I • ..ly. -x h C'? ..le�i�`,-;J-g.MY' •�µ :� � f:. fe. C::S'' ',t� F 'a:G9 S.4 t'�IA [P.. r.4F1J WI .: �"+1 {.s:aj ,+csYK • �� y' r a ,... - u�� ,.,.. s;. �. rs�c�b::At, ..,� Y; `. ,9th :.<. '- ' " Ste"^ 't.".- �': v y s�.�, en®rs,:m 5I asy ., q� F i YR � Y rtJs J : �.... ^'� > F� F=E .qr, '.T.,%,.,1 ra>:u Sk& R�Y .� i 3 '�9 �[ m,�w �:�satg �.�ix N ! u*.�.m• ` ,l,z.. a!;.. ', e +. 3F, '� mm�� a'• tet t: f n lot, &� Ig s a� ' =:� �`__ r,'� «� ..co,F-o.tz lsnit9 la r,. ' t .;is ..' �`, ; 6 +Ik;. r{tl ^^j7__ ,. �. � '' x«.. k .. _.�.- �� .�'q=�,'. a-:Y« :s�[ � .yn''"� ;5 :.#Y � � .is - TYB�� Lief.-,0.,,,k h 7�N�• x ecH- ,..„:.? .. 'G' Y�' p .. > 41, t 'J,',' .;^Ksl'•w w ' ,... -t '' S.".,-r ,,.4. '7Xy kx' a °\t• '17:•'4 • a '• s �" G„,;3 �, .':� y ,?°I."-' /� [ll' µ •:W�' n ,�. +�, . _,7"2:,.....„---,-,- - n�•tY/i�'r'g !.{ �7:! '+e+, c ' _ • t } -w `" 1 .'� •�. MAYOR Jason 13uelterinari ,. �[`����' !'� ` CITY MANAGER f°t - t1,.. Diane Schleicher CITY COUNCIL 7,;_\ { CITY CLERK Shirley Sessions, Mayor Pro Tern � ; :� I Vivian Woods i Eddie Crone ' Wanda Doyle 1 l,`ti,n fir,, ,' CITY ATTORNEY Mallory Pearce +f�� _ FY„r Edward M. Hughes Kathryn Williams ff,°r,,i j f � t�^i5�,,,\���' Paul Wolff - C'UT'V OF TYBEE ISLAND October 26, 2006 Ann Thran Coastal Resources Division, GA. DNR One Conservation Way Brunswick, GA. Dear Mrs. Thran, In reference to the project which will be call City of Tybee Island maintenance of Salt Meadows (Polk Street) the City has no objection to this project. The site has never been used as a landfill or dumpsite for hazardous materials. I have reviewed the proposed plan and I find it to be in compliance with the zoning ordinances for the City of Tybee Island. If you have any further questions regarding this project feel free to contact me at 912-786- 4573, ext. 107. �- ero a A a son Zoning Administrator CC. Diane Schleicher, City Manager Joe Wilson, Public Works Director F<,O. Box 2749 ---403 Botkei Avenue., Tybee Island,Georgia X328-•2749 (866) 786-4573 e.,FAX (866) 786-5737 www.cityoftybee.org Georgia Department of Natural Resources To whom it may concern: My name is Michael Leonard and my family and I live on a Hammock across from Polk Street and U.S. Hwy 80 on Tybee Island, Georgia. This Hammock is known as Salt Meadows. There are two (2) families living on this hammock and it is connected to Highway 80 by a one hundred (100) yard dirt road owned by the City of Tybee Island. This road also has a City water main running down the middle. This road existed and was maintained by the City of Tybee Island since 1940. On or about 1986, and for reasons unknown, the City gradually stopped their routine maintenance of this road. I purchased the property in 1995 and have requested that the City of Tybee Island bring the road back to its pre-1986 condition and resume routine maintenance. The City of Tybee Island has agreed. So that families and emergency vehicles are able to reach this Hammock at all times, I humbly ask that the Georgia Department of Natural Resources grant permission to the City of Tybee Island to resume maintenance on this City road. There are no plans to widen or infringe in any way on any existing marsh or wetlands. Thank you for your consideration regarding this request. /f--./6 Michael Leonard P.O. Box 386 Tybee Island, GA 31328 (912) 786-7890 MAYOR . MAYOR Buelterrtrari rz 40"; ' _/, .� CITY MANAGER fy> j4 Diane Schleicher CITY COUNC.II, { 01,... A 4$44.4 `, CITY CLERK Shirley Sessions, Mayor Pro 1 em ■ I � � , :� - i Vivian Woods Eddie Crone I i Wanda Doyle \. 41 ' 4' / CITY ATTORNEY Mallory Pearce 0,\\1/4 }=x: :' Edward M. Hu hes ma g Kathryn Williams "?iittrxreri5a�� Paul Wolff _ O�� Y + S�_AND November 1, 2006 Ann Thran Dear Ann, The proposed project is not contrary to the public interest because it will not obstruct or alter the natural flow of navigational water. This project will help to keep the sediment from going into the marsh by stabilizing the existing roadway. No fish, shrimp, oysters, etc. exist on the current roadway so this project will not interfere with the conservation thereof. If you have any further questions regarding this letter feel free to contact me at 912-786-4573 ext. 107 or email at danderson(c)cityoftybee.org. f_ i/ A 'Donald�Anderson '(' \ Zoning Administrator, City of Tybee Island [ EcEivED1 i NOV 0 1 2006 t-T n i BoK 2749 • 40.E Butler Avenue, Tybee 11 I aal; Gew gi;>a _3l 328-2749 (866) 7864573 _ 'A% i866) 786-_5737 www cittyoftybee,oeg Information Only-Not an Official Document Page 1 of 2 Chatham C it unty 1 1 ard of Assessors Page 1 of 2 4-0026-10-003 Property ec l=rd Card Published on 6/13/2006 Information Only-Not an Official Document-Tax Year 2006 10:23:28 AM N PT LT 1 RESUB 3?4 BLK 13 GDN WD WHITE&RANITZ BARBARA SASEEN& TYBEE* FREDA SASEEN ET AL*411 E 46T11 ST *TY06 SEE DEED FOR ET AL&INT SAVANNAH GA 31405 0 CASON AV Land Value 225,000 Misc Value 0 iti Bldg Value 0 :::y � ,. \ d il Boo k Page Date QS Sales Price 'il, i 302N 0632 0205 UR z Permit No Type Date Amount ;1 1 i 4 Appraiser SB Sharon Brooks L.Insp Date 04/07/04 i1 Use Code 0006 4 RESIDENTIAL 1 � 20222,00 T222 TYBEE 1 L100 M100 B100 : t i IHist 1 r Values a 1 �^-� di �� I�l A� Tas Year Appraised NOV 3,500 I O V 0 1. Mb M b 2004 4,000 ts g. 2003 3,500 a_v.v._ ._.._.__.m... .....,__...�.._...�P._._.__........._..r�....._.......__u_._ _..__, ...._,._._ .._.,......_ .._......_______�...__....�_.w. >-x�cv�. .a:;.: .. -. ..�-. a. ...:ra:<;ar.=ss http://chathamcounty.org/tax.asp?pkey=98417 10/31/2006 Information Only-Not an Official Document Page 2 of 2 LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR VALUE 1 0112 Creek/Marsh Acce RA 90.00 F 2500.00 .00 .00 .00 .00 225,000 F 90.00 ❑ 4-0026 -10-003 Page 2 of 2 Reg By: STAFF 06/05/06 11:30:34 CHATHAM COUNTY - YEAR 2006 PARCEL SEQ 4-0026 -10-003 001 ADMIN DATA SUMMARY NO. CHARACTERISTIC VALUE DESCRIPTION 01 Light Code 00 0.00 02 Transit Distric 0 NO BUS CODE 09 COV. Last Date 05302006 10 COV. Last Value 0000225000 12 COV. Message Cd 17 1B 17. Nol0l2006 I • http://chathamcounty.org/tax.asp?pkey=98417 10/31/2006 Information Only -Not an Official Document Page 1 of 2 Chatham County 4rd it Asserts Page 1 i of 2 ' 4-0026-10-004 Property it ecord Card Published on 6/13/2006 , Information Only-Not an Official Document-Tax Year 2006 1023:28 AM PT OF THE N PT OF LT 1 BEING PT OF THE J J GUY ESTHER D.1 CASON RD STAR ROUTE CASON TCT* I TYBEE ISLAND GA 31328-9302 0 CASON AV , Land Value 110,000 Misc Value 0 Bldg Value 0 Total Value 110,000 Cost-Market Value by At. 1 i Book Page Date QS Sales Price Permit No Type Date Amount SB Sharon Appraiser Brooks L.Insp Date 04/07/04 0006 Use Code RESIDENTIAL 20222.00 T222 NBHD TYBEE L100 M100 B100 4 History Values 1 4 —7;r0-I at lear Appraised 11 Value 11 NOV 0 1 200S 2005 2,000 2004 2,000 1 2003 2,000 __ http://chathaincounty.org/tax.asp?pkey=98418 10/31/2006 Information Only-Not an Official Document Page 2 of 2 LAND LUSE DESC ZONING • UNITS TP PRICE ADJUSTMENT CODE/FACTOR VALUE . 1 0112 Creek/Marsh Acne RA 44.00 F 2500.00 .00 .00 .00 .00 110,000 F 44.00 D 4-0026 -10-004 Page 2 of 2 Reg By: STAFF 06/05/06 11:30:34 CHATHAM COUNTY - YEAR 2006 PARCEL SEQ 4-0026 -10-004 001 ADMIN DATA SUMMARY NO. CHARACTERISTIC VALUE DESCRIPTION 01 Light. Code 00 0.00 - 02 Transit Distric 0 NO BUS CODE 09 COV. Last Date 05302006 ?10 COV. Last Value 0000110000 t12 COV. Message Cd 17 ti { 3 { 1 { jZ RECEIVED NOV 0 1 2006 htt :1/cl�athamcounty.or�/tax.asp`?�key=��41 10/31/2006 Information Only-Not an Official Document Page 1 of 2 Chathafri Con ni lord If Assessors Page 1 of 2 4-0026-11-002 Property ee trd C rd Published on 6/13/2006 Information Only-Not an Official Document-Tax Year 2006 102328 AM HS10 ENT 4-5-2000 SSB DECAL 0585 ISS 2/6/03 S PTS LTS 9+10+LTS 19+20 B LK 14+PT CURRAN BRIAN G 331 PLANTATION VIEW APW DECAL 0087 ISSUED 2004 TY06 22S REM WOODBINE AVE GDN WD TY BEE+Mill LANE MT PLEASANT Sc 29464 COD 01/01/05 ILM 1002 HIGHWAY 80 oimmi Land Value 463,500 Misc Value 1,500 Bldg Value 0 Total Value 465,000 Cost-Market Value by Adj. Book Page Date QS Sales Price 286T 0536 0405 UP 245R 699 0103 U 'Permit No Type Date Amount SB Sharon Appraiser Brooks L.Insp Date 04/07/04 0006 Use Code RESIDENTIAL 20222.00 T222 NBITID TYBEE L100 M100 B100 History Values FRErtWn---rOn NOV 0 k06 Appraised Ta s cal Value 238,500 2004 182,500 2003 163,000 1 1-ittp://chathatncounty.org/tax.asp?pkey=98421 10/31/2006 Information Only- Not an Official Document Page 2 of 2 MISC BLDG CODE DESC LENGTH WIDTH UNITS ADJ PRICE EYB DT PCT ADJUSTMENT VALUE 2 1 RPOL Roof Ov Slab LW 26.00 10.00 260.00 11.90 1971 2R 80.00 1.00 620 3 1 RPOL Roof Ov Slab LW 8.00 18.00 144.00 13.15 1971 2R 80.00 1.00 380 4 1 MBDA MISC BUILD. AV 8.00 12.00 96.00 15.05 1980 2R 80.00 1,00 290 5 1 CPTFL Lw Cpt Flat/Shed 18.00 12.00 216.00 7.00 1980 2R 80.00 1.00 300 LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR VALUE 1 0119 Marsh View RA 4050.00 S 62.90 .00 .00 .00 .00 254,750 2 0119 Marsh View RA 10999.00 S 19.00 .00 .00 .00 .00 208,980 S 15049.00 ❑ 4-0026 -11-002 Page 2 of 2 Req By: STAFF 06/05/06 11:30:34 CHATHAM COUNTY - YEAR 2006 PARCEL SEQ 4-0026 -11-002 001 ADMIN DATA SUMMARY M. CHARACTERISTIC VALUE DESCRIPTION e 01 Light Code 00 0.00 102 Transit Distric 0 NO BUS CODE ' 09 COV. Last Date 05302006 10 COV. Last Value 0000465000 g12 COV. Message Cd 17 1 1 i I il i i I i 1 a 1 1 i 1 I 1 PINT. I NOV 0 2006 f 6y-_, I _„..„..,"..............i http://chathamcounty.org/tax.asp?pkey=98421 10/31/2006 Information Only-Not an Official Document Page 1 of 2 Chat h . t g CSI} w tly toarit of Assessiirs Page 1 oft 1 4-0026-11-003 Property Ree 1 r Card Published on 6/13/2006 Information Only-Not an Official Document-Tax Year 2006 10:23:28 AM PT LTS 7 8 17 ALL OF 18 BLK 14?PT OF WALSH LINDA D PO BOX 2905 TYBEE FOR SALE 07/20/01$350,000 FOR SALE 01/17/03 WOODBINE AVE GDN WD SAV BCH ISLAND GA 31328 $350,000 TY04 HSI OS REMVD NJV 2-20-04 ADD CHG PERFORM 08/09/04 JLM . 1006 HIGHWAY 80 Exterior Wall STUCCO UAAAAAAAAAA45• •12A2VAAA1 3 3 3 3 Quality Factor AVER 1.00 3 3 , 3 Land Value 361,000 Actual Year Built 2004 3 3 3 3 Misc Value 15,000 j Effective Yr Built 0000 t 3 2 7UFA(32 4)D(93) Bldg Value 286,000 .CS 'CS Functional Obs. 000000 AAAAA2A2AA33P.AAAAAAA, 3 3 3 Total Value 662,000 I Economic Obs. 000000 j 3 UFA(19 0) 9 3 3 3 Cost- Cost Multiplier CLASS D S 1AAAA)1PORUFA(1601)' 3 ' Al Value by Market ' GFA AlOAAAAIIAAAA12AAAAAAt) Adj. Loc.Multiplier SAVANNAH' 3 3 4 f,,Obsvd Cond 000000 3 f7AA17AAAA3 1 3 29 3 3 1 Section OFF-PUB 3 CS(2 3 Z 9 3 Effective Area 3,716 S 3 3 'CS(493)29 Points 0.0000 f Business Code OFFICE GO s 3 3 3 Bldg Rate 76.99 1 Quality/Class GOOD AAAAA24AAAAAA/1 3 CLASS AA iAAA28AAAAAAA' 3 RCN 286,081 Stories 02 STORY 5 CS(14 0) 5 3 %Depreciation 0.0000 1 Ave Hei ht/Sto 8'WALL HG 1�AAAAA2BPAAEFF%AAA17AAAAU OBSOL 0.0000 g ry AREA FLAT EFF% E/AREA ACTS A/AREA EA/AA HEATED `s Ave Floor Area 200 MULTIP Building Value 286,080 CS 1326 1.00 1326 1.00 1326 1326 Ave Perimeter AV.PMTR= WD 93 1.00 93 1.00 93 93 Unit Multiplier N/A UFA 2115 1.00 2115 1.00 2115 2115 2115 1 GFA 1601 1.00 1601 1.00 1601 1601 1601 Book Page Date QS Sales a Heating/Air PACKAGE POR 190 1.00 190 1.00 190 190 Price Y System A. 1 Balcony$/sf 000000 CS;WD(L3CS;UFA(L12GFA;UFA(L45D51R24U29L19D2L4U6R33POR; 10910076,000 g 1 Elevators$/sf 000000 UFA(L33D6R4U2R19D5R10U9)D9R11CS(L21D24L24D4R28CS(L28D5 263M 0577 1103 Q 330,000 R28U5)U24R17CS(L17D29R17U29)U4)U27)D27R12U27)D27R6U4L3 1 Dep Table 50-YEAR LI 023). UFA 324 SQ.FT,& ND 93 SQ.FT. IS ABOVE GRAVEL. PernitNo Type Date USED THE CS CODE TO SHOW THEY WERE ELEVATED ABOVE THE Amount ,GROUND BY PIERS.TWO STORY OFFICE BLDG.,STUCCO EXTERIOR „METAL ROOF, ACUSTICAL TILE CEILING,RECESSED FLORECENT 040359 CO 1104 :_ LIGHTS,TILE/CARPET.FORMELY ONE STORY RES. DWELLING RA 030587 0003 1 Ii( WISED & ADDITIONAL SPACE ADDED UNDERNETH. Appraiser WR Wade Roberts 1 L.Insp Date 01/27/04 i Use Code 0002 COMMERCIAL 20500.00 T500 NBHD TYBEE ± L150 M090 B100 a History Values NOV 1 2UUCI 1 I Appraised 1 • t lax Yeas Value i 1 BY r;_,,o.=,�e_—•..,� T.. 2005 541,500 s. _. .._ _ g 2004 298,000 Y F 2003 271,500 . http://chathamcounty.org/tax.asp?pkey=98422 10/31/2006 Information Only-Not an Official Document Page 2 of 2 MISC BLDG CODE DESC LENGTH WIDTH UNITS ADJ PRICE EYB DT PCT ADJUSTMENT VALUE 1 1 PORG Comm porch good .00 .00 190.00 18.93 2004 50 0.00 .99 3,600 2 1 WODG WOOD DECK GD .00 .00 93.00 16.95 2004 15 5.00 .99 1,500 3 1 CONPAV CONCRETE PAVE 50 .00 .00 493.00 3.27 2004 15 5.00 .90 1,530 4 1 CONC.SLAB W/ RET .00 .00 440.00 9.41 2004 15 5.00 .90 3,930 5 1 CONC.RAMP & RET. .00 .00 140.00 24.89 2004 15 5.00 .90 3,310 6 1 2DOCKLP 2"Decking /w pos 10.00 12.00 120.00 21.20 1995 15 57.00 .90 1,090 LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR VALUE 1 23 Office Complexes C2 15038.00 S 16.00 .00 .00 .00 .00 360,910 5 15038.00 ❑ 4-0026 -11-003 Page 2 of 2 Reg By: STAFF 06/05/06 11:30:34 CHATHAM COUNTY - YEAR 2006 PARCEL SEQ 4-0026 -11-003 001 ADMIN DATA SUMMARY NO. CHARACTERISTIC VALUE DESCRIPTION 01 Light Code 00 0.00 02 Transit Distric 0 NO BUS CODE 03 Commercial Cat. 2000 MISC OFFICE 09 COV. Last Date 05302006 10 COV. Last Value 0000662000 12 COV. Message Cd 17 t I I G 3 1 1 3' i i t t 7. V 0 1 2006 i . http://chathamcounty,org/tax.asp?pkey=98422 10/31/2006 Information Only-Not an Official Document Page 1 of 2 --- , Chathati'il Co;inty IL pc;grd of Assessors Page 1 of 2 4-0026-11-021 Property mseeord Card Published on 6/13/2006 Information Only-Not an Official Document-Tax Year 2006 10:23:28 AM LOT 6 BLOCK 17 DOWELL WILLIAM A PO BOX 10133 ■ GARDEN WARD* SAVANNAH GA 31412-0333 0 POLK ST '4,..,wit. ,pr,,,n-grole-MMIEMITMEEEMEMENIE-M=SE=ME=BIIMMIEMM:=WIESINIES 71' iggiNSMORWAWAIMM, , ? Land Value 500 Misc Value 0 i Bldg Value 0 ti et Total Value 500 1 1- Value by Cost-Market I 4 Adj. a 1 4o 4 11111■11MMIMMIIMIIMI■IN 1-1 Book Page Date QS Sales Price i 4 Permit No Type Date Amount 3 i R ) 1 SB Sharon 4 Appraiser Brooks L.Insp Date 04/07/04 0006 Use Code RESIDENTIAL 20222.00 T222 44 NBIII) TYBEE 1 L100 M100 B100 ;4 :1 I/ History Values i q 4 P 1 ',1 ii IRE,evyvV-51 ' , ........., . ., 1 kppi I IS,fl 21 1 NOV 0 1 2,006 1 2005 500 il I 2004 500 11 LI: Y:__ j § 2003 500 0 Li -----=-- --- -- 1 1, il i ;-1 6 . ----------------------------------- http://chathamcounty.org/tax.asp?pkey=98447 10/31/2006 Information Only -Not an Official Document Page 2 of 2 • i LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR VALUE 1 91 Residential V L RA 1.00 G 500.00 .00 .00 .00 .00 500 G 1.00 0 4-0026 -11-021 Page 2 of 2 Reg By: STAFF 06/05/06 11:30:34 CHATHAM COUNTY - YEAR 2006 PARCEL SEQ 4-0026 -11-021 001 ADMIN DATA SUMMARY NO. CHARACTERISTIC VALUE DESCRIPTION 01 Light Code 00 0.00 02 Transit Distric 0 NO BUS CODE 09 COV. Last Date 06202003 10 COV. Last Value 0000000500 12 COV. Message Cd 17 I. - CIA 1 NO V 0 1 2000 a http://chathamcounty.org/tax.asp?prey=98447 10/31/2006 1nfoilllation Only-Not an Official Document Page 1 of 2 Ch At inn C ill I IV ir, i, r of Assessors Page 1 of 3 4-0025-01-005Y Property Record Card Published on 6/13/2006 Information Only-Not an Official Document-Tax Year 2006 10:23:28 AM HAMMOCK END OF POLK STREET PRB D 166 LEONARD MICHAEL E&KAREN R*PO BOX *TY01 SURVS 2001 NEW PIN;SPLIT OUT OF 4- * 386 TYBEE ISLAND GA 31328-0386 25-1-1 STEPHENS-DAY 3/9/01 2001,HCC, INSPECTED FOR S-D. 0 POLK ST Style ONE STORY 0A11AA1 Building Use SINGLE FAMI AABAAz 7 Land Value 493,500 Exterior Wall SIDING 3 3 Roof Type GABLE UA12AAAA10AA' AAI2AAAA10AAE Bldg Value 17,500 3 3 3 3 3 3 Bldg Value 71,500 Roof Cover ASPHALT 14 3 3 3 won(19 0) Total Value 582,500 39 ONE Cost- Heating HEAT PUMP 3 33 3 3 3 UAU 228P0(280) 29AAAAAU ` Value by Market I Interior SHEET ROCK 3 3 3 WOD(896) 3 Adj. MODERATE 3 33 3 3 Foundation CL 3 33 3 23 33 3 3 (Floor Cover ALLOWANCE 3 AA10A.AFSAAAAAt131AAAAAAAA' WOOD 3 g Effective Area 1,065 Sub Floor SUBFLR 3 ii Points 0.0000 Fixtures 5 FIXTURES 56 0 Bldg Rate 48.47 Rough Ins 1 ROUGH IN RCN 51,625 A Bathrooms 1 %Depreciation 0.2700 AREA FLAT EFF% E/AREA ACT% A/AREA EA/AA HEATED Quality FAIR OBSOL 0.0000 Actual Year Built 1950 ONE 1065 1.00 1065 1.00 1065 1065 1065 Building Value 37,690 Effective Yr SPO 280 1.00 280 1.00 280 280 Built 1980 WOD 1036 1.00 1036 1.00 1036 1036 ;Normal Deprec. 55-YEAR LIE Book Page Date QS Sales !Functional Obs. 000000 ONE(L12U7L8U3L11D39SPO(U28L10D28R10)R31WOD(L40U28L12D1 Price 1Economic Obs. 000000 4L4D23R56U9)U29)WOD(D14R10U14L10).9/18/01 CHG'D SD FRO 2180 0028 1200 UG MODERATE M $180,000 TO $67,000; $65,500 FMV '00 + MISC BLDG 167B 0354 0594 US 30,000 4 (Energy Adj. . CL $1500= $67,000; MARSH CORRECTED; WAS LISTED ON Y & Z i PINS; ONLY HAS SMALL ACREAGE HIGH; ALL OTHER ACREAGE il CURRENT MARSH; CVN SENT PER KW. VM. (Cost Multiplier cos Permit No Type Date t 1 Loc.Multiplier FRAME , Amount 4 Obsvd Cond 000000 1 SB Sharon 1 I Appraiser Brooks S L.Insp Date 04/07/04 fi Use Code RESIDENTIAL , 20222.00 T222 j NBHD TYBEE } L100 M100 R i i B100 8 i 1 I I E: ¢. Tatory Values Appraised NOV 0 1 2006' la‘ N Gait` Value i � � 2005 537,500 ,, PY:__ - „=„i 2004 535,000 1 2003 440,500 P http://chathaincounty.org/tax.asp?pkey=98287 10/31/2006 Information Only-Not an Official Document Page 2 of 2 MISC BLDG CODE DESC LENGTH WIDTH UNITS ADJ PRICE EYB DT PCT ADJUSTMENT VALUE 11 1 MODE' WOOD DECK FR .00 .00 1036.00 7.05 1994 2R 48.00 1.00 3,800 2 1 RSPOF Roof Scr Por/Sla 10.00 28.00 280.00 16.55 1994 5R 12.00 1.00 4,080 -3 2 RSPOF Roof Scr Por/Sla .00 .00 576.00 16.55 1990 512 17.00 1.00 7,910 4 1 MBDA MISC BUILD. AV 12.00 12.00 144.00 15.05 2000 2R 20.00 1.00 1,730 LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR VALUE 1 0113 Creek/Direct Acc RA 90.00 F 4700.00 .00 .00 .00 .00 423,000 2 0113 Creek/Direct Acc RA 15.00 F 4700.00 .00 .00 .00 .00 70,500 F 105.00 3 i 1 1 i i 2 1 i i i C It It I i 1 1 t I 1 NOV 12006 ( .. .,-.-_ . =. , :.:- http://chathamcounty.org/tax.asp?pkey=98287 10/31/2006 Information Only-Not an Official Document Page 1 of 2 Ch"than' County it ,41.r 1 a Assessors Page 1 of 3 4-0026-09-005 Property ',ec trd Card Published on 6/13/2006 Information Only-Not an Official Document-Tax Year 2006 10:23:28 AM LTS 9-12+S PT OF 8 RESUB LT 3+4 GDN WD KIDD&GALLAGHER JAMES KELLEY& ADD CHG PER NOTICE 7-29-97/AP ADD CHG +TYBEE+S PT LT 1+PT CASON MAUREEN 112 COLLEGE BLVD STATESBORO PER 04-06-2001/BS CODEl OS ENT 04-06- GA 30458 2001/BS TY03 HSI OS REMVD NJV 1-29-03 5 CASON AV Style ONE STORY UAI4AAAQ I Building Use SINGLE FAMI 3 3 Land Value 564,000 Exterior Wall SIDING ; 21GDT(294) Misc Value 3,000 Roof Type GABLE 3 Bldg Value 46,000 ASPHALT 0AAA19AAAAAAE AA14AAAU Total Value 613,000 (Roof Cover SHG i 3 1010 Cost- Heating HEAT PUMP 3 3 Value by Market 3 0.h12AAU AAA Interior SHEET ROCK 3 a 3 Adj. Foundation MODERATE 38 SPO(386) 14 CL Floor Cover ALLOWANCE 3 28 ONE(1022)lAA3 Effective Area 1,022 Sub Floor WOOD 3 3 3 Points 0.0000 1 SUBFLR 3 3 22 A7AAAAA18p.AAE 3 Bldg Rate 56.76 r 1 Fixtures 8 FIXTURES 8 i Rough Ins 1 ROUGH IN 3 3 RCN 58,009 i Bedrooms 3 AAA17AAAAU %Depreciation 0.2100 1 AREA FLAT EFF% E/AREA ACT% A/AREA EA/AA HEATED OBSOL 0.0000 I Bathrooms 2 I Quality AVERAGE ONE 1022 1.00 1022 1.00 1022 1022 1022 Building Value 45,830 SPO 386 1.00 386 1.00 386 386 I Actual Year Built 0000 GDT 294 1.00 294 1.00 294 294 Effective Yr 1985 Book Page Date QS Sales : i Built Price Normal Deprec. 55-YEAR LIF ONE(L6SPO(L19D38R7U28R12U10)D1OL12D28R18D8R17U22L11U19 f 24211 0390 1002 Q 329,000 1FunctionalObs. 000000 L6U10)ADD(R12GDT(R14021L14D21)L12) 185G 0673 0597 Q 171,000 Economic Obs. 000000 0692 UO 107,000 Energy Adj. MO DERATE Permit No Type Date Cost Multiplier CUR Amount Loc.Multiplier FRAME Obsvd Cond 000000 Appraiser B ookazon s i L.Insp Date 04/07/04 I Use Code 0006 RESIDENTIAL , ss 20222.00 T222 NBHD TYBEE P i LI00 M100 B100 1. B ,h __ i JO get®)K y Values 1 ,C E I I NOV 0 6f ppr:aised ci , �w Tst nessr value Ifai=====r--- I== 2005 337,500 2004 352,000 2003 309,500 http://chathamcounty,org/tax.asp?pkey=98414 10/31/2006 Information Only-Not an Official Document Page 2 of 2 MISC BLDG CODE DESC LENGTH WIDTH UNITS ADJ PRICE EYB DT PCT ADJUSTMENT VALUE 1 1 DGSDA AY Det Gar Sid 14.00 21.00 294.00 22.54 1985 2R 79.00 1.00 1,390 2 1 2DOCKLP 2"Decking /w pop .00 .00 321.00 23.55 1985 2R 79.00 1.00 1,590 LAND LUSE DESC ZONING UNITS TB PRICE ADJUSTMENT CODE/FACTOR VALUE 1 0113 Creek/Direct Acc RR 90.00 F 4700.00 .00 .00 .00 .00 423,000 2 0113 Creek/Direct Acc RA 30.00 F 4700.00 .00 .00 .00 .00 141,000 F 120.00 a 1 1 i i 1 1 t 1 I 1 i i 1 I a 1 i i , i 1 I 1 i RECEIVED 1 NOV 0 1 2006 http://chathanicounty.orghax.asp?pkey=9 8 4 14 10/31/2006 Information Only-Not an Official Document Page 1 of 2 C h th 2 2 Ctuty iE.iri of Ass ess tprs Page 1 of 2 4-0026-10-002 irtoperty r<t-cord Card Published on 6/13/2006 Information Only-Not an Official Document-Tax Year 2006 10:23:28 AM BEING PT LT 1 ON POLK ST OF J J CASON TCT GRISSOM&GOMEZ ROBERT T&CHARLENE ADD CHG 11-23-98 DH PER P/098 GDT IS ON G PO BOX 2171 TYBEE ISLAND GA 31328-2171 4-0026-09-004 0 CASON AV Land Value 205,000 Misc Value 0 Bldg Value 0 Total Value 205,000 Cost-Market Value by Adj. Book Page Date QS Sales Price 183J 0370 0197 Q7 183,000 Permit No Type Date Amount SB Sharon Appraiser Brooks L.Insp Date 04/07/04 0006 Use Code RESIDENTIAL 20222.00 T222 NBHD TYBEE L100 M100 B100 History Values Appraised alue NOV 0 1 2006 em 2005 2004 V 3,500 3,500 LB:Y: 2003 3,500 http://chathamcounty.org/tax.asp?pkey=98416 10/31/2006 Information Only-Not an Official Document Page 2 of 2 LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR VALUE 1 0112 Creek/Marsh Acre RA 82.00 F 2500.00 .00 .00 .00 .00 205,000 F 82.00 ❑ 4-0026 -10-002 Page 2 of 2 Reg By: STAFF 06/05/06 11:30:34 CHATHAM COUNTY - YEAR 2006 PARCEL SEQ 4-0026 -10-002 001 ADMIN DATA SUMMARY NO. CHARACTERISTIC VALUE DESCRIPTION 01 Light Code 00 0.00 02 Transit Distric 0 NO BUS CODE 09 COV. Last Date 05302006 , 10 COV. Last Value 0000205000 k12 COV. Message Cd 17 i s e f. 1 i 1 I 3 1 1 i 3 1 i 8 1 1. -... ---wur.-av»v:..u.w s.»=evrr�.er»eaw. ws.aem.mw.wsee.va.+vwF:«:zw�.,wn�'.�s------------------iawwwnxmro-w.+'.ay.wx.vxaasmcrv.-vas_ .re�x...r� •. NOV 0 J 2006 +_ WPM http://chathamcounty.org/tax.asp?pkey=98416 10/31/2006 ' a i 3 a • + v. ' ^ �3 3, "1 r ' s`¢ k.. L _ �^,.y > L• . g.. Fyn` r , ,-,,. . . • , .,„ . ' '- • , . . . . .. ,. , , . , , . • . . ..-,.• • . • - ' ' -......, , — . . . . ..., . . .,,..„..,, .. , _ .., --. ... .. ...-.. - .... .. . . . „.,. . . .. ' ... . . ., .., - - ... . _-•_ .,..---.. , -;-----. , ' '." - ''''' • .:.= ._ .:.:, .-••,f,...'.." -••'^,.• "' -7- - -- - -' - • '" ' ' - -:'"•-'''',.-,;"'''-•--7;.::''.ii-:.":7":-!:•:,''. ''-:':":"'".•.'-..7-".:'!".•,',Ni''..::-": ""-;...*' ' - -,-' •1 ' - ., "" 7, . ".'4.:':!;',.:7,=,,;:::::•••.,-L'";774:-:;•-•ii7".''-''.'....2•••••• ''.,,.''''.. ', :: . ,',L','7..''. •:: ••- -7 -7' .''. •'.,"777• .:::.,-.. ..',„,,•,,,,-.„..,:,:-.',.2•,:',,,,..,,,, , ' • . . .... _. .„ „ „ . . . ,.., ........-. er-, • •• - .. ---....• .--• . -- ,• • - '. . , ., . , . . . ,.....». ,.,...„.: '.; ' ..• ' . ." ' -.:':- '' • ' - ' ' 7 ' -: • ..'':-?'•".7.4-'•'•,- r",• '',.. '.;:,....7.i.''". .:j,-'...:..." i,,'••, - '' c.'J.,l' , ., ,... .... , ''' • , . ,,. .2, ,, •'' '-,.. :.7f,-:-..'''-•7.- ':::::: :'••.7 ../..iT'''.:':-, ::1(7:::',I: . , ' . ,.:::' :'''';': , ,.. ''''',, ,.'-._ I.••.,,':.••• . :1;','-'.:•-...! V';'•'":'''1„4:"''':•-'..."'' '' '.::: : ':::.'' -: : ,.: ' ::.!,:.,'•':';'..."7';';''',''.....:::"':''''''''.-:.' s'::,.•":,.. ..-,:,..•:%•-••,-;:t.' '',.",:•;:"•,•f•';1"-;:i'. , '• 1 : . .., . , . , . • , ,. ,... ,„,....,, '. '. , ' '''' : r" : L7':::'":!:41.,:i.••-1:k. ':. ::1 '''-,:-.:.7: _7; .: ..'''',,": -:, ' ''21'7;7'. :7''''''?„''t,- -4';','•.;.„',;:•::."'""..:: .:;',';''',:k_;i';....,-,'•-,''.. 7,,';'-.--",!"..,'-:'';....f;7'.,":•-",:fj.:".!.•;i• r 1 ' ' ' : : .:;:.;-:::::-•:::;-,7';.'.:...."":„ :,....':1'1:;-i.,;:,.1.;.,-."...,-.,::;;-,7:;:::„.'.:''-„-:',..,',:: ,i.",,:'''' - - .., -..: ,,,'.,',..:. ' , 7 ,,,"'.,',.. ,, ,4..1,.ii::::-.,";.';'"I'''',4kk.,."-:."';:.::[..,,","::::"..-;-.':'..'''.":2.: f. '' ..::,' ... . ..,.1::'..,,•.,:,.'", -. ,- :.,..-.'.,‘ -• , :,,,,,::::',-:-,, '•. ...,,'.... ' $.';',.':::":'.1,1':':,::::'"'-',-',;-',;rk.t.";R:":''''';'",-.....,;:':',1;;::':•:. : :: '.... ; ' •_ .8 ..- ---.--..: -.-....,7 „...... .,-...:.-,-.,,-, ..- . ...c .iii„.....t:.,s..„,,...::.,.. ...... .. .. ,„„„ .., ,,.,.,....,.,. ,,_......., ..........;......... .. . ., „,,.......„..,„,,,;:J,:,7.•,;*„';'"'-'-'.-'.7.- -- - .,-..': ',':;,',1:7..i ..-'; ; , 7'.,,",i4-;”..,',,,7:,,',.,,. - ,• • . , , , ..../,,,,-.F ',..,,,';.'il,•-":11'::" „„;.-:- .„-T:1 .-',.. •'.” ,., ..„•.',.' ' - • i'''''7.-'7''''''''--' - . ' '' ,4,-•'..;••••:,..,:,....:,,;;;14;t),--;,,,,4,,,e.'1.,''i''•- ••,:-•-;;..-v,--,....,,,, ,,,' ...,„,.:,,,,,' •• • , •.•.. itlito 7,:. ''''' .. . ,....,• . .. ,, -, - .,,,.: ' ,.. —' .:"'`'..., ' ;7---,., -._. ..•'• '..'.::..:.; • . , : . ':'" : . :: -- ---,-,:.--.-.--.: -,•:'''''.''''' -..,-,--,-,:".:;..'"..,'.'.; % "'''' :4,11.4 :: :./'.:::, • ' ::. ',:.',:. . . ,,- ' . : ..7.: 4. .,. .,. . ' . "'''',-. .-:', : -:.''..--;.•:::-,::-..:,• -' :.''.,-,:.'•.;:_.:...:'2.;.;:•.; ' ' ' - '- - .. i;: ..:-'',„-.,4,,,..-,';:i,..f.w,NA:6,4(.01,,,,,, .-,..,,,,,::. PA ' ' ' ,:, f•...... -:•,,• ,,,"...•:,- . ''':,:: " ' , . " • :' l'--:'':'1:', ''':**"04.0';'..,'•i'r":'''. ''''''' ''' : *11;1;1: ' 7"-:,•:''-'-i.-"--..:' • -•:.• 4 ,,7''■ •A»...-• . :p; - .-•''''': •••'...:..`".. . 1 • ' '-'-'-,' .L '. ' -.':.::,:'-'..41 -,;:,,, . , :,., ...,...,..v-4:-• .-',"--,,.,..,,,..,,,.,":"...-',`„•:',',54:,,...4",:'-f.*„±,". •,„ • it..c4.94,!,,,, ' . • ,- i '' -.', ' .•'-''.'":''.;, .,,,,,,:,...:-....'S....:-,1.i, ;.''''•:' ' - 1 i -'-''''''''•'''' ' '' ',.A.,.,,,,:::.-,,..- .-- -' . .,, .. - -, , ,,,11,,,,,,,....,,,- ,.-_, . ,... .... i _"- ,Vti.:,„„it,',,,*1,......, .' . ' • : • L....,, ,...-,..:,,;;:-.„:„.--: ' ,r:.4.4..,''4'4,,S.'!•-itr ."."4•Wi',',.:, , , i, ' ' -',' .' --'.,;.,•:,-.77;•:.:::: ,. .,,..., - .`"..04,2"..- ‘: ''•• '7".'"".44,-"3"-?'• - :14 • -. •." I'::1'' --•7-: : - - :'" .1:--"'''...':"- .':' - ' • :":::.' :7; ":.: '::•!:7' : , 7::, ., ,.71 • :,f . ::. ' : ..".., #.4 1 -• - ' ,". . , , .,.,;.. ..i, :,, ii ..f"!.. .., ..,.:,-..„'..'.' . ' • ', ' ': . . .,, . ; '''......, . '' .-, 'It'...;'t'''''•; '-'-"i,r...44!: ''''.. ......'•'. , . ',,,,,,;.'".,•fi'air _- ,.,,, , , 46,„ '''.,'.....-..P4„',...._ _........., . . . . ,, .,......,.,....• -4.,T.. . ....... ....-... ... ,_, _ _ ... . . . '-- •- --' • ' ' ' ' . ' ' - - ' -- :. , .,_ „--_---•. -. _ .• .... .., , , . ,... . .„. ..,..... . . • . .. . . . ,. .„. .....,..„........, ._ ,... . , ,, . • ..., . „ . . ,,, , • . .„ . -..•,.. _ ,.., . . „, ..,...,,..... ..„-- _,-- ....,„ , , , , • „ . , • : . „. , . ,,..,. „ . . , . .. . , ., . . • . -. " • 4 , ,• „ , - , . . , [ ' ' • , ., . . . . ' . . . . , ,.• L_—_-___r____...,3.17,- a „wry. »y�':<- a .,-7• ..—•}t .., .• 'r J } ?r n A J ' ,t i ti� 1 } isa '.. .44-' .a. a .�. s .. A.# t �•. ' ^ tt[ + A ,4 ' I 1 , .- - . -.;*— '.:: ....'''''' . '- -""r_.* : ,- 0^,,;',, ..,1"-`2-'''''",'k)li '' t 1,, ' '''; ; ' '' '' ' " 4"4 °>" " .. "'", „ ,,,,,,,„-,,,, r. , ,, ' ' 4 "" 7,'" 1 ' " .' 1. ' •e 1 ' :---.- ,k14-` , "" ^• - - .. „4. "=‘ ,,- -„,„ - - ,. , ,,,_,,,,440,,i'VV`' .,■,.„T - : s ' ;.''' '',01'''''' ""'''' '*''-"lt-' i .. ., iti%,,,, ,,13(0,i),,,4,-,.,.. '-r ?',,l-ill'.-1":„,v, .. ,.,, ..: ,.. .4..„.„....,. ,,...._,, , . iro::44 , ' - t-:.„.•,-. -...:;,,,.,„ i4...:4,. °!..',:r..1-41,.".: — ..,.,.."..,°-: ::::,,,,,,,,,-.7.:;:'"::,,,:t1, , ° :-.,,,,,,,„,, -., V : t--tf-",,,'T, ""7 i - ,e ,, ,...„0. ,.„,,,, , ,,,t„4,,,,,,- '• ,,-1,-,*"..1,0„,", ,:--.1",--.d44..,,,„',.". 11, ,'"*"4",;„1-,,,,4, -„",4."*"..1,-, ',:"." r - ,4, ,•- ''"",".„*".,"44-44,rli,,,*""` .,t, - ,,,,f+i'ili.„.4.''' " , i''."."1,46*,,,,,,a,."4, ,,,J,:-.:„--. : .,,,, .i.,-. ...",....& . , .... , ...,.4c.e.$7",- i.,.',.* ',,,, --- r ,,,i .. ° ‘,.,,,,, S1,70"i„.st,"=,e14*.,,;.4 r „.,....iN"‘",;,'„,., d, : . .. Lt ,‘N1,„1..4 --,-,' ..-',—" "---T- ,--.,,-- .; .;..,_,-..,' ,, , ' '.\''Nt,., ... ,,,:i- „ 1,,,,,,,, '' ,"-,Iii ,,,,,°-7" fr",,4, N -NZ!',-,‘,-■ ”;',-,,, ", . _,71,- ui,..-,,,- -::-,,,,,..,40.. . -.=: -,. .,,i..?*.. --; I- - --:' e--'' , ' ,,2„?'t- -7,' t,--,. \'',/, ..,:-..t,: :-.,--II ' 1 ' .4 '7 -,,,,P,,,-;t7i- , l,„-"t". 'I,,,-,', ",„. . ''' '.. .-."‘"-'" :. . ''' " 'N, -- ';`•--r .-,,.$, : r, . 4, , -, - 1 ..f 'r -,-:N4,...,,,,, .-Qt ''''' '' r,"'' .. yt .:".-1!. '''' .-•*- , '..,,,, ,. ,`,<„, .-.:-.- ; a:* ., .,', _- ', '. -' ' * t', . '' '-, - ',4': . ; •7" " ■:,.... 144:kt-Eiz\ , • 4 „ „iii- dr,,4,),/it.4., '-'-' --,P 4 - '''' , - , '' '4. „,,,,,,, ,,, ,,,t"af*N., ( ' 1'' 4 ',■ "4 i ' :,,,1,7-''''‘,','”.".-,,';:;4,,I,‘;‘4 f:t!,--- v4e,. ' ',7.4''-''t,:':'-'' - ' '. ' - t.'- 1 - ' : - , ' , ',- ,'.1 „,,k, ",I,, ,' ,''''4';,,,'f""4' - ' "f" , ,* ,•^7"2"" , , , , '-- , " - ,', - ' - . � fl_ VG A 4 ' J3/ / £ �'r�i 1 . i"x ✓ I �F "a7 r yl S Aar y 4 • P% 4iikI v § t Feb-01-07 08:30am From- T-111 P.001l001 F-575 E�� I Coastal Restureca Division January 31,2007 Mr. Bernard N. Goode 1415 Miller Ave. Tybee Island, GA 31328 RE: Letter of Permission(LOP)for a temporary construction equipment crossing of a roadside tidal ditch located at 503 76 St. Tybee Island,GA. Dear Mr. Goode: This LOP is in response to your request of January 12,2007 for a temporary construction equipment crossing of the tidal ditch located at 503 7th Street,Tybee Island_ This is the same tidal ditch that you have applied for a permit from the Coastal Marshlands Protection Committee (CMPC)to construct a permanent concrete arch bridge over. The temporary crossing will be in approximately the same location as the proposed bridge crossing. The purpose for the temporary crossing would be to allow access for small construction equipment such as a Bobcat grader. This equipment is necessary to prepare the site for the construction of a single family residence. The City of Tybee Island will be issuing a"clearing and grubbing"permit for this purpose. Regardless of the"clearing and grubbing activities"at the site,a small excavator will need to cross the tidal ditch anyway in order to construct the abutment for the concrete arch bridge,assuming the permit for its' construction is issued. Heavy planking or plates(plywood or metal)will be used to avoid any measurable depression of the marsh substrate. The planking or plates will be removed immediately after the equipment is moved to the other side of the ditch. This LOP serves as authorization to utilize state owned tidal water bottoms for your project as described in your request dated January 12,2007. Any change in the use, location,or scope and extent of the approved project without prior notification and approval from this office could result in the revocation of this LOP. This authorization does not relieve you from obtaining any other required federal,state or local permits. If you have any questions please contact John Wynne at 912-262-3134. Sincerely, JD Brad Gane Assistant Director BG/jw Georgia Department of Natural Resources • Coastal Resources Division One Conservation Way • Brunswick,Georgia 31520 TEL: (912)264-72I8 • FAX:(912)262-3143 • WEB:http://crd.dnr.state.ga.us INSTRUCTIONS FOR C +MPLETI[ING A GEORGIA. COASTAL MARSHLANDS PROTECTION PERMIT APPLI CATION FORMS TO SUBMIT L SIGNED JOINT APPLICATION for a Department of the Army Corps of Engineers Permit and State of Georgia Marshland Protection Permit, State of Georgia Revocable License Agreement, and Request for Water Quality Certification Applicants proposing to impact areas below the ordinary high water mark need to complete these application forms. Each and every blank must be filled in completely. For questions that are not applicable to your project, write N/A in the blank. Only those applicants proposing to impact areas below the ordinary high water mark in Effingham, Long, Wayne, Brantley, Chatham, Glynn, Camden, McIntosh,Bryan,Liberty, or Charlton Counties need to complete the Revocable License request. This form requests permission to use publicly owned submerged lands. The Army Corps of Engineers can help you determine if you will need a water quality certification for your project. Contact the Ecological Services Section of the Coastal Resources Division, Georgia Department of Natural Resources at(912)264-7218 for assistance with state requirements. 2. Coastal Marina, Community or Commercial Dock Checklist Applicants proposing a community or commercial dock, or marina should complete this form. SUPPO E"TING APPLIICATION MATERIALS A LS 7i O SST 3 MIT Non-Refundable Application Fee: A check or money order made payable to the GEORGIA DEPARTMENT OF NATURAL RESOURCES is required to defray our administration costs. Include the amount listed below for the type of project you are proposing. This list does not include all possible projects and should be used only as a guide. Renewal fees will be equal to application fees. $111 Routine Simple modification, research, simple pier, bridge (no fill), deck, etc. $2 I oderate Community dock, boat ramp,bridge (minor fill), culverts/gates,pier, etc. $500 Complex Marina,marina modification, roadway, mosquito ditching, dredging, wastewater treatment, commercial dock, etc. Written Description of the Project: fl, Basic Project Details Prepare a narrative with project details and dimensions, construction method(s), materials, and access. Include the distance of the project into the waterway from MI,W, the distance of the project from the navigable channel,the depths of the waterway at MI,W and the total width of the waterway from MLW to MLW. Also include the distance to the next structure to either side of the proposed project. 2. Description of Alternatives Write a brief description of alternative sites you have considered and why they are not feasible. Include a discussion of why the permit should be granted. 3. Project Justification Provide a brief discussion on why this permit should be granted. 4. Landfill/Hazardous Waste Statement Contact your local government engineer to find out if your site is over a hazardous waste site or landfill. If your county engineer is unable to answer your question,you may contact the State Hazardous Sites Response Program at(888) 373-5947. You can also check the internet at www.dnr.state.ga.us\dnr\environ then select Georgia Environment followed by Hazardous Sites. Provide a statement that you have inquired about the location of your site with respect to hazardous waste or landfills. S. Erosion and Sedimentation Statement Provide a statement certifying that the project will be conducted in compliance with applicable erosion and sediment control responsibilities, if required. This includes adherence to the 25 foot buffer requirement. 6. Public Interest Statement \ Provide a statement certifying that the project is not contrary to the public interest, using the public interest considerations for this part. a. Whether or not unreasonably harmful obstruction to or alteration of the natural - tiQ. DK flow of navigational water within the affected area will arise as a result of the proposal VJ b. Whether or not unreasonably harmful or increased erosion, shoaling of channels, or stagnant areas of water will be created c. Whether not-the granting of a permit and the completion of the applicant's proposal will unreasonably interfere with the conservation of fish, shrimp, oysters, crabs, clams, or other marine life,wildlife, or other resources, including but not limited to water and oxygen supply Drawings of the Proposed Project: All drawings should be: a. Submitted on a registered survey or on the recorded plat of the property b. Submitted on 8 '/2"by 11"paper or 11"X 17"(if needed to see details clearly), leave a 1"margin on the long side of each page for binding purposes c. Drawn to scale.Include a bar scale or other graphic scale and a North arrow. Site plans should depict: a. Existing features such as streets, utilities, structures, boardwalks,etc. within jurisdiction b. Proposed features such as roadways,easements, utilities, structures, boardwalks, etc. within jurisdiction c. Any applicable local government building setbacks in the project area d. Erosion control devices, significant natural vegetation, landscaping, significant topographical features, significant drainage patterns within jurisdiction e. DNR Marsh Jurisdiction Line(this line must be surveyed in by a registered surveyor), high and low waterlines and the method used to establish the waterlines. DNR staff must verify the Marsh Jurisdiction Line within the project period. f. Dimensions of the structure/project,the distance of the project into the waterway and to the navigable channel, and the total width and depths of the waterway from MLW to MLW. Label existing structures in the navigable waters near the proposed activity. g. Total square footage of proposed project footprint within jurisdiction h. A Section/Elevation View should show a cross-section view of the project using the same water elevations as the Site Plan. i. Also show the depth of water at the water-ward face of the proposed project,the dimensions and names of structures supported on floats or piles,the distance between pilings,the number of pilings, and types of materials used. Include additional CONSTRUCTION DRAWINGS as needed to clearly show the proposed project and how the project will be completed. For SHORELINE ENGINEERING ACTIVITIES (Bulkheads,revetments, etc.) show typical construction methods with respect to mean sea level for tiebacks, footings/foundations,type of material, slope of face, etc. For BOARDWALKS(walkways, decks, etc.) and BRIDGES show typical arrangement of posts/beams/decking,height above marsh vegetation, and height above any waters. L51.1?0 Deed or Other Instrument of Title or Permission and Property Plat: Provide a copy of the warranty deed or other legal instrument under which you claim title to the property and a plat of the project area. If the applicant is not the owner of the property,provide a copy of the owner's deed and written permission from the owner to carry out the project on his land. If the deed references a specific plat, it must also be included. Vicinity Map: Include a vicinity map that shows the location of the project, latitude and longitude,name of waterway, distance to nearest town or interstate highway, and a North arrow. Adjoining Property Owners: On a copy of the plat,please show the names and addresses of adjacent property owners, (other than the applicant if the applicant own other property adjoining the project), Include owners across the waterway. If the names of these property owners cannot be determined,you must provide a sworn affidavit that you have diligently but unsuccessfully searched for this information. This search must include records of the local government's tax assessor's office. Zoning Letter and Signed Drawings from Local Government: Have your plans reviewed by the local government and submit: 1. a letter from the local zoning authority stating that this proposal does not violate any zoning laws. This letter must be specific to the project and cannot be conditional in any way. 2. a copy of the most current version of your plans, signed and dated by the local zoning authority. If the project is redesigned,the zoning authority must sign the latest plans. This ensures that there will be no confusion about which"version" of the project was approved. Water Quality Certification: Provide a copy of the water quality certification issued by the Department, if required for the proposed project. `i 65-t f > Cs P C") WHERE RE TO MAIL COMPLETED APPLICATION PACKAGES An application package cannot be considered until all of the items listed above are submitted. After the Department has reviewed your application materials, additional information may be required for the Coastal Marshlands Protection Committee to fully evaluate your permit request. Additionally, the 30-day public notice cannot be published until the application package is substantially complete. Please submit TWO (2) original copies to the GA DNR-CRD, Habitat Management Program and ONE (1) original copy to US Army Corp of Engineers, Savannah District and one original copy to GA DNR-EPD, Water Protection Branch (four copies total). See addresses below, lliarllllc irgNs 1;-,n Habitat Management Program Telephone: (912)264-7218 Georgia Department of Natural Resources Coastal Resources Division Fax: (912) 262-3143 One Conservation Way, Suite 300 Brunswick, GA 31520 Carol Bernstein Section Chief Telephone: (800)448-2402 '`(‘GI'll- US Army Corps of Engineers Savannah District,Regulatory Branch Fax: (912) 652-5995 v 9-' P.O. Box 889 or e Savannah, GA 31402-0889 Keith Parsons Water Quality Certification Telephone: (404) 675-1631 (2) EPD Water Protection Branch /v Georgia Department of Natural Resources Fax: (404) 675-6245 �j 4220 International Parkway, Suite 101 \ cs. Atlanta, GA 30354 ,,,,,, , , 4,- Georgia Department of Natural Resources,Coastal Resources Division Updated December 2004. 5 CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT 2 sets of building plans 1 - 4 t 1 copy of showing ' ground elevations&flood zone $250 plan deposit Location: SOS i' cS-r2Eer i T'j e,,E- Is.�CA 31318 PIN # 14-0035 — /5-c'1 NAME ADDRESS TELEPHONE Owner 21 OFFSHORE' fZ D D. �Egrow-D f�G G'ooDE W►unn.l146-rerf Is . 6,A 31t410 912-89 -(0118 Architect MGS,tNc • It{ Wesceu�y �f�Ryc Wuw or Engineer Df irS'i Mot)ac, tu:PtSG A exoFpwct,sc 21910 8 43 '$1S-3Ict Building Kderews l t o. 3o.ti SG S Contractor Cortsfcctc+■oin SatiamArial C7A 3/Lit‘ 9L1-355--8030 (Check all that apply) H"New Construction Residential Other ❑ Single Family ❑ Duplex ❑ Multi-Family ❑ Commercial Details of Project: q 12 sr c L.F GITA‘E `7b sec- use() Os SECprtDrotiel Sit4cCE FfWItIL) SctE(4 ?fly=t.LI1G I&1-0W Estimated Cost of Construction: $ t 12 800 Construction Type l (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other (please specify) (2) Wood &Masonry (5) Steel & Masonry (3) Brick Veneer Proposed use: 5i4,pmy R75 IDENcE Remarks: ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: # Units I # Bedrooms 2 #Bathrooms Z Lot Area .19 Acces UR..ipt-4D Living space (total sq. ft.) q I Z # Off-street parking spaces I-f- Trees located & listed on site plan y - Nowe- To $e Access: at3)6E (.6)(15r0.6) yy`oVEt) Driveway 12o (ft.) With culvert? No With Swale? p Setbacks: Front Rear Sides (L) (R) # Stories i Height Zi Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On-site restroom facilities will be provided through ,R€IPt L( C On-site waste and debris containers will be provided by apo EL, C, Construction debris will be disposed by &)&c Svecoi.rgaivcroes by means of 144.t4 ■ I understand that I must comply with zoning, flood damage control,building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as-built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any srrective action that may be necessary to restore drainage impaired by this permitted •• tructio . Date: j //a_ia.c5/0 Signature of Applicant: Note: A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number: New Existing Is it in compliance with City map? If not, has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: ' ignature D at FEES Zoning Administrator s! ;, (,Q , Permit 5D Code Enforcement OfficNalli „% -141— Ai • Inspections 2,-74 Water/Sewer 1■• Water Tap 0'7Q Storm/Drainage /;1", -Vj "xi r Sewer Stub 550 Inspections v Aid to Const. p 0 6w►••- ) City Manager CC Recovery �ofl o qt2, loo = Q1, 2o v'at e• �t-a:�. IZn�:eW boo TOTAL. S1 C 003 cjep os;-- 6 2S3 REQUIRED FOR: Building Permits Relocation Permits Sign Permits Demolition Permits Land Clearing, Disturbance or Excavation Permits Tree Removal Permits Relocation Permits Special Review Permits Site Plan Approval Subdivision of Land Sketch Plan Approval Preliminary Plan Approval Final Plat Approval Minor Subdivision Plat Approval Major Subdivision Plat Approval In addition to specific requirements for the above permits and approvals, applicants must demonstrate that they are in compliance with the City of Tybee Island Storm Water Management requirements as outlined in Chapter 5-4, Code of Ordinances. Section 5-4-9 Prohibition provides, in part, as follows: (4.) It is unlawful for any person to cause or permit any storm water to flow from their property onto the property of another person, unless such storm water naturally flowed thereon prior to any development activity. (5.) It is unlawful for any person to interrupt the flow of any storm water runoff from adjacent property onto their property by any development activity. As part of the City's approval process applicants must illustrate how these storm water management prohibitions will be met, including a showing of how storm water naturally flowed on the affected property(prior to any development activity), and what changes in storm water flow have occurred or are expected to occur, as attachments to this form. The City's approval or permit does not guarantee that the applicant's plans will result in meeting requirements. The final product must actually meet the City Ordinance requirements. Applicant name: Project I.D.: Attachments approved by: Date: 02/01/2001 22:52 12486769281 KENT N TRACY PAGE 02 Frofs:CITY 'F TY6E- ISLAND 91. 786 9539 091101 9 14:24 #377 P.001./001 fir'!r. State Licensing Board for Residential and General Contractors Authorized 1*ermit Agent Form Lice Ise verification by permitting office.hould he completed by visiting sos.ga.gov/plb/ Licensed Contractor: idividuel Qualifying Agent Haute of licensed parson, f ? [y* S?E p Lc.1�a t °Please mums a Dopy of individual ticeo a r Company Licen t(Roflec>z•company and qualifying agent license camber) License number of individual or qualifying agent:_t � QCO 1C3 NAme of licensed cotnpany(if applicet�le) License numbs r of cornpesty(if applicable): _. hereby designate mate iceased Individual It a1fying Agc•lt _ __ _ to apply f.br and obtain the pertnit(s)forth• attach a copy of'the asitheriied per,n,t agettl'e give '3 li,Fnsr. praai!ctt at: -� W5° v _,..f..._-� __.. Stree uditrcStk ',Tot—or Suite 1hmibec I 1 (slAga_f- - 3 3zg _q6 8 City Zip Code 1, the undersigned.being the contractor as either an individu.11 or a t ual.• ar.1: tt, a., hereby affirm and swear,under oath,that all information on this form ecompar;` 'cu:ne,'ts r.rr cue and correct. .ff Signature ul i ndi.idual or quay ifying agent _' / _ _ State of `=��� ._. County of C. 4-f rj aI�.,. Subscribed and,,vim:n to before me this 'z day of �1A �619.JL S ig„attire,.f Notary Pubic lS C s‘��\a V � s E" qFp i de us7Ce41.es urlt••maraf,Georgia Sir i/•(4711 eo7'11440 e wwa.*I•.trte.sa.Uu : ! YMy • PLII0 C" •,'.NQhAM GO ■" 'S�� F1 ` 1776..._.<"' State Licensing Board for Residential and General Contractors The Authorized Permit Agent form may be used by a licensed contractor to designate an individual to obtain permit(s) on his/her behalf for a project(s). The contractor should submit an Authorized Permit Agent Form for each project that he/she designates an individual to pull permits for. The form is to be given to the permit office in the city or county in which the project is located. Do not send a copy of this form to the Board office unless you are requested to do so. 237 Coliseum Drive•Macon,Georgia 31217•(478)207-2440 www.sos.ga.gov CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT P.O. BOX 2749 TYBEE ISLAND, GA 31328 PHONE (912) 786-4573 FAX (912) 786-9539 FEMA Certification of Elevation is required for structures in a Flood Zone. Location of Work: 5o3 -7114 arezt-r ,Ty acc Is./ c(k. 3132-8 Owner's Name: E6 12.,N(}et 4,4. Goo be-7 Address: 2 OFFS{-faRE i.itc+m D, GA 3 L1 10 Contractor's Name: c re(Aar Ccet struz-in'on This notice is to confirm our understanding that all equipment such as air conditioning compressors, water heaters, furnaces, electrical outlets, meters, etc., are not permitted below the required finished floor elevation. By accepting the building permit, I (owner/contractor) agree to construct/place the equipment above or up to the required finished floor elevation, which is stated below. ( BFE Acknowled ed and agr d to this 1 D.1.4 day of LiaeY , 20 1 0 . Owner/ Contractor Signature 'rA P erewSkt Owner/ Co tractor Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: co'S 7744 37--(2.67 ( Y e3 6C b _ � 313z8 Owner's Name: EV-t4 i) . G r) Address: 21 of F S -c ( �0 . , U• (LY t 1.1 fal:Diy (s, A 314 ( 0 Contractor's Name: ? ere Loa E r Li S+/uC`t-i‘6 -7 NOTE: Any alteration to City owned streets, curbs, sidewalks,waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure,requires a permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration,that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. De 'ption of alteration: fseik...,e>z.. P S cy A sketch or drawing must be attached illustrating the planned alteration. Attached? City Design Standards and Specifications: All alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will perform the above described alteration in accordance with these provisions. Owner's Signature Date Owner's 'r' ted Na 1/14)./_20/0 Contrac or' ign ure Date Contractorrs Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer Date Drainage Date f O2/13/26E11 02: 1 2486 76 KENT ri STATE ENERGY CODE AFFIDAVIT Location of Work: 50,3 71-t4 -1 cs€E. fk 3i32.8 _ . Owner's Name: 861?-1-414-ID 14• G=0 t)E, Address: zoi ormstissz4-- GA 3Nto . , Contractor's Name ?,„,_A reA.A.)5 C StaLC,:t I 0 ill This letter is to confirm the understanding of the owner contractor to the compliance requirement of the Georgia State Energy Code for Buildings,2000 Edition. hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings,2000 Edition. It is understood and agreed by the undersigned owner of agent and contractor(if applicable)that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact with or without intention of the permit issued which was based on the approval of this application.The owner as listed above will he held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will he held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections have been approved. / 2. ../e Owner's Signature Date /5e_jW J N Gc,c Owner's Printed Name /D-010 Contrac#1 igna art Date Contractor Printed Name Georgia Department of Natural Resources 2 Martin Luther King, Jr. Drive, S.E., Suite 1152 East Tower,Atlanta, Georgia 30334-9000 Noel Holcomb, Commissioner Carol A Couch, Ph.D., Director Environmental Protection Division 404/656-4713 July 28, 2006 Mr. Bernard N. Goode 1415 Miller Avenue Tybee Island, Georgia 31328 RE: Home Construction Tyhea tcland Georgia Dear Mr. Goode, This letter is in response to your May 23, 2006 letter requesting concurrence from the Georgia Environmental Protection Division (EPD) for the construction of your house overlooking the Horsepen Creek Marsh. Letters sent by EPD on August 21, 2002 and April 10, 2003 exempted the construction of your original house site plan (dated November 30, 2000) based on information provided in a stream buffer variance application that the construction would involve only minor land disturbing in the 25-foot marsh buffer. Review of your current, revised site plan (dated May 22, 2006) indicates that the footprint of the house site has not significantly changed and still does not constitute major land disturbing. The concurrences given in the two above letters will remain valid as long as the construction techniques for the house remain the same. Please ncte that this concurrence does not relieve you of any obligation or responsibility for complying with the provisions of any other law or regulations of any federal, local or additional State authority. This includes obtaining a Coastal Marshlands Protection Act permit for the driveway crossing. If you have any questions concerning this letter please contact Mr. Lawrence Hedges or Ms. Jan Sammons with my NonPoint Source Program at (404) b75-6240. Sincerely, • Carol A. Couch, Ph.D. Director CAC:jsk cc: Darrell Crosby Susan Shipman Dee Anderson Kent Knapp From: Bernie Goode[berniegoode @gmail.com] Sent: Tuesday, December 15, 2009 8:07 PM To: Kent Knapp Subject: Tybee Qs on Permits Attachments: Corps 3-9-06 040.pdf; Corps 9-1-06 039.pdf; EPD 7-28-06 042.pdf Kent, This responds to your telephone request today for information Tybee officials asked for on permitting by the Army Corps of Engineers ("Corps") and the Georgia DNR as relates to building the house at 503 7th Street. Specifically, as I understand your request, Tybee wanted to see evidence that the Corps and DNR had approved the house construction. As you and Tybee no doubt know, neither the Corps nor the DNR regulate the building of the house but only associated land disturbances that occur within areas they have regulatory authority over. Corps: The only jurisdiction the Corps had related to the project was the filling of a small, low area at the east side of the proposed house site and some minor fill associated with the driveway crossing of the roadside ditch. The Corps labeled the area at the east side of the house footprint as a "mud flat" since it was neither a wetland nor a water area— see its letter to me dated March 9, 2006, attached. The Corps authorized me to use general permits for all fill associated with the project— see letter dated September 1, 2006, attached. All fill requiring Corps approval was completed in 2007. DNR: Two departments of the DNR have been involved in this project—the Environmental Protection Division (EPD) and the Coastal Resourced Division (CRD). EPD requires a variance before activities can take place in buffer areas (25-foot strip of upland adjacent to state waters). EPD advised me three times in letters dated August 21, 2002, April 10, 2003, and July 28, 2006 that my project was exempt from the need for a buffer variance. That most recent letter is attached. If you need the earlier two, please advise. CRD only regulates activities within a regulated marsh area. The proposed house avoids all marsh areas. As you know, when you had the site surveyed last September you had CRD come out to redelineate the marsh boundaries after you learned their delineations are valid for only 12 months. In October DNR reflagged the boundaries which are close to the previously delineated boundaries and are shown on your September survey map. CRD did require a permit for me to construct the driveway bridge over the tidal ditch at 7th Street. That permit was issued in March of 2007 with the bridge constructed the following month. Tybee was very much involved in the permitting and construction of the bridge. In fact it was Tybee that required me to bridge the ditch rather than culverting it as I preferred. That is why some of the older drawings show a box culvert. 1 In summary all approvals or exemptions required from DNR were issued in 2006 and 2007. If Tybee needs anything further, I suggest you arrange for us to meet with them as a way to expedite the building permit. The regulatory history is long and complex and my files are many and thick - but will conclusively show that all the needed agency approvals were obtained. Bernie 2 �4T op X01 9 d DEPARTMENT OF THE ARMY 4 :„ N7/"/)/',‘-A SAVANNAH DISTRICT, CORPS OF ENGINEERS p � ,I, ',i P.O. BOX 889 _ SAVANNAH, GEORGIA 31402-0889 y •G+_fp noc9s, REPLY 10 AUSO LTTC,r,r1tJ nF Regulatory Branch 200502185 Mr. Bernard Goode 1415 Miller Avenue Tybee Island, Georgia 31328 Dear Mr. Goode: I refer to your letter of,lanuary 26. 2006. concerning Lots 180 and 181. Ward No. 2. located on Tvbec Island, Chatham County. Georgia. This project has been assigned number 200502185 and it is important that you refer to this number in any future correspondence concerning this matter. You requested clarification with regard to what type of water of the United States the US Army Corps of Engineers. Savannah District, considers the area on the subject property designated as ”C OE ONLY JD LINE," on the survey plat dated January 12. 2006. The following excerpt. found at 33 Code of Federal Regulation. Part 328.3(a)(1-3), includes a partial list of areas defined as waters of the United States. "...intrastate lakes. rivers, streams. mudllats. • sandtlats. wetlands. sloughs, prairie potholes. wet meadows. playa lakes. or natural ponds, the use, degradation or destruction of which could affect interstate or foreign commerce including any such waters." We have determined that the area in question is a mud flat and. therefore. subject to Department of the Army jurisdiction pursuant to Section 404 of the Clean Water Act. • If you have any questions concerning this matter. please call Richard W. Morgan. of my staff, at (91)) 652-5139. Sincerely. Carol L. Bernstein Chief. Southern Section Copy Furnished: Georgia Department of Natural Resources • Coastal Resources Division • Attention: Ms. Christina Hodge. Permit Coordinator • One Conservation Way • Brunswick. Georgia 31 520 07 4 c,. Iiii DEPARTMENT OF THE ARMY SAVANNAH DISTRICT.CORPS OF ENGINEERS �p� 100 W,OGLETHORPE AVENUE szvics of~ SAVANNAH,GEORGIA 31402-0889 September 1. 2006 Rettulator■ Division 200502185 Mr. Bernard N. Goode 1415 Miller Avenue Tv bee island. Georgia 31328 Dear Mr. Goode: 1 refer to your request for Department of the Army authorization to till 0.009 acres of adjacent to tidal freshwater wetlands for the construction of a single family house. 1 also refer to your proposal to impact approximately 0.05 acres of tidal wetlands for an access drive Onto the lot which consists of crossing a tidal ditch and the placement of a box culvert to maintain tidal and drainage flow across the driveway. The site is located adjacent to the tidal marsh and I lorsepen Creek. on lots 180 and 181. 7th Street. Tybee Island. Chatham County, Georgia. This project has been assigned number 200602185 and it is important that you refer to this number in all communication concerning this matter. The subject property contains waters of the United States. which are considered to be within the jurisdiction of Section 404 of the Clean Water Act (33 U.S.C. 1344) and Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C• 403). The placement of dredged or till material into any waterways and'or their adjacent wetlands including material re-deposited during mechanized land clearing or excavation of those wetlands would require prior Department of the Army authorization. • Based on our review of the information you furnished. I have determined that the proposed activity is authorized under Nationwide Permit Number(18) and (14) as described in Part B of the enclosed excerpt from our Nationwide Permit Program which was published in the January 15. 2002. Federal Register. Vol. 67. No. 10. Pages 2020-2095 (67 Federal Regulations), as amended on February 13 and 25. 2002. Your use of this Nationwide Permit is ;alid only if: a. The actie ity is conducted in accordance with the information submitted and meets the conditions applicable to the Nationwide Permit. as described at Part C of the excerpt from 67 FR and the enclosed copy of the Savannah District Nationwide Permit Regional Conditions. b. You obtain a stream buffer variance. if required. Variances are issued by the Director of the Georgia Environmental Protection Division. as defined in the Georgia Erosion and Sedimentation Control Act of 1975. as amended. it is my understanding \ou may contact Jan Sammons with GA EPD at (404) 675-1623 for information regarding • variances. c. You till out and sign the enclosed certification and return it to our office within 30 days of completion of the activity authorized by this permit. This proposal was reviewed in accordance with Section 7 of the Endangered Species Act. Based on the information we haN e available. we have determined that the project would have no effect on any threatened or endangered species nor any critical habitat for such species. Authorization of an activity by a NWP does not authorize the "take" of threatened or endangered species. In the absence of separate authorization, both lethal and non-lethal "takes" of protected species are in violation of'the Endangered Species Act. See Part (C) of the enclosed excerpt from 67 FR for more information. This verification is valid until the NWP is modified, reissued. or revoked. All of the existing N\VPs are scheduled to be modified, reissued. or revoked prior to March 18. 2007. It is incumbent upon you to remain informed of changes to the N\ GPs. We will issue a public notice when the MVPs arc reissued. Furthermore, if you commence or arc under contract to commence this activity before the date that the relevant NWP is modified or revoked. you will have twelve (12)months from the date of the modification or revocation to the NWP to complete the activity under the present terms and conditions of this NWP. This authorization should not he construed to mean that an future projects requiring Department of the Army authorization would necessarily he authorized. Any new proposal. whether associated with this project or not. would be evaluated on a case-by-case basis. Am prior approvals would not he a determining factor in making a decision on any future request. • Revisions to your proposal may invalidate this authorization. In the event changes to this • project are contemplated. 1 recommend that you coordinate with us prior to proceeding Nvith the \pork. • This communication does not relieve you of any obligation or responsibility for complying with the pros isions of any other laws or regulations of other federal. state. or local authorities. It does not affect your liability for an■ damages or claims that may arise as a result of the work. It • • does not convey any property ri4_hts. either in real estate or material. or any exclusive privileges. It also does not affect your liability for any interference with existing or proposed federal projects. If the information you have submitted and on which the US Army Corps of Engineers bases its determination:decision of authorization under the Nationwide Permit is later found to be in error. this determination may be subject to modification, suspension. or revocation. Thank you in advance for completing our Customer Sure■ Form. This can he accomplished by either completing the enclosed Customer Survey Form and returning it to the address shown above on visiting our Web Site at v�_E ss _e. trz,-i\.r; it ,_rm iltro (Sec General Information 6) and completing the survey on-line. We value your comments and appreciate your taking the time to complete a survey each time you hati e interaction with our office. Its you have any questions. please call nee at (912) 652-5052. Sincerely. Mark J. Padgett Project Manager. Coastal Branch Enclosures Copy Furnished: Georgia Department of Natural Resources Coastal Resources Division One Conservation Way Brunswick. Georgia 31520 Georgia Department of Natural Resources 2 Martin Luther King,Jr.Drive, S.E., Suite 1152 East Tower, Atlanta, Georgia 30334-9000 Noel Holcomb, Commissioner Carol A. Couch, Ph.D., Director Environmental Protection Division 404/656-4713 July 28, 2006 Mr. Bernard N. Goode 1415 Miller Avenue Tybee Island, Georgia 31328 RE: Home Construction Tybee Island, Georg!s Dear Mr. Goode, This letter is in response to your May 23, 2006 letter requesting concurrence from the Georgia Environmental Protection Division (EPD)for the construction of your house overlooking the Horsepen Creek Marsh. Letters sent by EPD on August 21, 2002 and April 10. 2003 exempted the construction of your original house site plan (dated November 30, 2000) based on information provided in a stream buffer variance application that the construction would involve only minor land disturbing in the 25-foot marsh buffer. Review of your current, revised site plan (dated May 22, 2006) indicates that the footprint of the house site has not significantly changed and still does not constitute major and disturbing. The concurrences given in the two above letters will remain valid as long as the construction techniques for the house remain the same. Please note that this concurrence does not relieve you of any obligation or responsibility for complying with the provisions of any other law or regulations of any federal, local or additional State authority. This includes obtaining a Coastal Marshlands Protection Act permit for the driveway crossing. If you have any questions concerning this letter please contact Mr. Lawrence Hedges or Ms. Jan Sammons with my NonPoint Source Program at (404) 675-t3240. Sincerely, Carol A. Couch, Ph.D. Director CAC:jsk cc: Darrell Crosby Susan Shipman Dee Anderson EAR I Coastal Resources Division March 20, 2007 Mr. Bernard N. Goode 1415 Miller Avenue Tybee Island, GA 31328 RE: Coastal Marshlands Protection Committee Permit#544, Bernard N. Goode, Construction of a Reinforced Concrete Arch Bridge over a Roadside Tidal Ditch 503 7th Street, Tybee Island, Chatham County, Georgia Dear Mr. Goode: The Coastal Marshlands Protection Committee considered and approved permit#544 referenced above under the Coastal Marshlands Protection Act O.C.G.A. 12-5-280 et seq. The permit placard and permit conditions are attached to this letter. All decision documents (attached), as well as all other plans, documents and materials submitted during the application process become terms of this permit and are now enforceable conditions. Staff of the Coastal Management Program have reviewed the above referenced application pursuant to Section 404 of the Clean Water Act and/or Section 10 of the River and Harbors Act or 1899 for consistency with the Georgia Coastal Management Program (GCMP). The Program concurs with the applicant's consistency certification to the extent that the project adheres to all conditions and restrictions of Coastal Marshlands Protection Act Permit#544. Issuance of a federal permit that does not contain the same conditions and/or restriction, as any issued state permit does not alleviate the permitee from adhering to all components of state permits. You may begin construction as soon as thirty days after permit issuance, provided there is no legal appeal of this permit,you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Permitted Project Description: The project will consist of the construction of a reinforced concrete arch bridge spanning a 12' wide roadside tidal ditch. The concrete arch bridge will be supported on either side of the ditch by reinforced concrete abutments. Both concrete abutments will be located outside and upland of coastal marshlands jurisdictional areas. The bottom of the underside of the arch bridge will be 18" above the low point of the ditch. The arch bridge will be 12' wide and 20' long. Of this, 9' will cross over vegetated marshlands. The total impact to coastal marshlands from this crossing is 108 sq. ft., all of which is vegetated marshlands. Standard and special conditions apply to this permit. Georgia Department of Natural Resources • Coastal Resources Division One Conservation Way • Brunswick,Georgia 31520 TEL: (912) 264-7218 • FAX: (912) 262-3143 • WEB: http://crd.dnr.state.ga.us S;,r;a:u,{ l'1 Permit and Construction Placards: Enclosed is the permit placard to be posted at the work site (within 24 hours) for the duration of the construction activity. Please note that you will also need to notify the Department when you are within 10-30 days of beginning your project to obtain a separate construction placard. DNR staff will arrange a site visit to confirm the project footprint before construction begins and to initial the construction placard at the identified intervals during the project. This placard will also need to be posted at the site during construction. Post Construction Requirements: Compliance Certification and File Maintenance Also enclosed is a Certification of Compliance that must be submitted to us within 30 days following completion of the permitted activity. Please include this compliance form with the post-construction survey, as required under the special conditions. Department staff will assess compliance and provide you with a written verification of project completion and compliance. This letter and attachments are to be held by you for your files and for inspection by any authorized persons. The expiration date for the permit is five (5) years from the date of issuance. However, no construction may commence within the area of jurisdiction of the Act until the expiration of thirty(30) days following the date of issuance,provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Conveyance of Ownership Interest: If you as the permit holder sell, lease, rent, or otherwise convey the land or any portion of the land for which the permit was issued,you must notify the Department within 30 days of this transfer or conveyance. The permit shall continue in force in favor of the new owner, lessee, tenant, or other assignee so long as there is no change in the use of the land as set forth in the original application. The Department will transfer the permit to the new owner with all of the original terms and conditions. We ask that you carefully read through this document and attachments and comply with the terms and conditions of this permit. Feel free to contact me if you need clarification of any of these conditions or for assistance with this project. Sincerely, 3 7 Y ..9i�i✓v � '°��vJ Brad Gane Assistant Director Ecological Services Section Enclosures: CMPC Permit#544 and Permit Conditions, Compliance Certificate cc with approved penult drawings: City of Tybee Island, GA ,r tJt lF)£E£R(((E Stw6'-l'ti''''.741\1:1-1271--'''' • )))-=0-o..033.8 8 22 0' 20' 40' 60' *k ? IIIII 11111 11111111111111 1111111111111111111111111111111 j N N. < \Graphic Scale 1 ' = 20' o� kik*o 1 n Q ti zoo °W '-'-- -6-oQ Qm � q 4.9 ° EDGE OF ASPHALT PAVEMENT a 5.17 C)z W�-Wp W��°4 Ov zII DO w U:�a(n�:I ,Q�5_ _y NOW QR FORMERLY -01 J-R -- � - - bra . �'Q Z W& +5.32 `'- BUCKLE Y, 4-E00R5 M + SEVENTH STREET 6 0' R/W +5 57- ` 8"PVC •• W Li o I 5.37 J E - a o 2 4 G-E OF�A'SP H ALT P A V E�M, E N T 4.70 C 1 - y PM 14 4.2 4. 1 0 5.27 I S"' - ~� 4. 4.45 _ _ •/ � -4 y 0Q ~ ? �' -"" - '/ 74 ^x: 5.87 ` 2 8 308 _ . ----- H i 2N tiQ 5+8 i- 3.80 J � 24"PLASTIC--`E !;4.t7 rn DITCH w `,, 1 3.47 3 4� �0 �4�e� 0 2�4 9 � 5. S 4 55 ••, 0 _28t 3_"IE= "_ 110.0--- _ FR=5.11 a +4.28 Q . i.c o tE=231 0 N 69'42 30" W - 390'1' 1 CMF Q 0 er (-4 E c, r : • CMF S 69 42'30" E CMF 4 w 4.04w w w w w w w w w w w w w w w w w - w ,t 3 I 1 5 / a l (O 4.97 . 3.5110.00 5.33 / y � �541 303 ', /L 6 / f / j m P w w w w w w w w w w w w w w w w w w w w e3 w . w w , y W 0 4., y° PM 10 � L 6 4 3 2 k w w w w w w w w w w w w w w w w w w w w w w w i ��15 4 A • /w w w / w w w w w W y p &, Q 2 � 6�9.92/ , � 4.60 w1 I z > W 2 w w w w w w w w w w w w w w w w w w w w w w I , w O ' ' � + CI Ni2/ +w 70 w w w w w w w w C) ~ W ti w w w w w w w w w w w w w w w w w w w w w w(l w 'w wq , Lp 6 6 I 1 `°' \ w w w w w w w I 12 mo �1 p O I. w w w w w w w w w w w w w w w w w w w w 3.53 5:w 0 w w } J 4 w f 4 w co / %/ w w \ w w w w w w w• NOW OR FORMERLY � a Q d m 2 v� 0)o t w w w w w w w w w w w w w w w w w w w w w w w w \ w w w w w BENNISON & CONAWAY, (u W N SALT MARSH `.7 w w w w w w w w w Z : , +74 MARTIN J & LINDA L Cw AIMEw BY w HE Sw TATE w QF GEORGIw 4.66 / w w 1 w w w w 5° fw w 4-0005 -15-003A p„ + 6w w w .w w w p DEPARTMENT OF NATURAL RESOURCES 4.92 E~" I/ 4w 3 6 + 8 - � w w w w w w w ', w w w w w w w w I,2.75w �� � #5.39 w w w w 3.6 w w w -. w 1'0.5 ACRES LO 6 o N 1 In .. 4 7- '~ --+ 04 w w w w w w w w w w w w w w w w w w w w w w w w w ' w * D 4 18{' w w w w I z r w w w w w w w w * w w w w w w w * w w w w w 5'-•---) 4, 154 Q LO 4+ . \w 4.6 w � ►3.98I L.ti Q) w w w w w w w w w w w w w w w w * w w w w w w w w Ij w w 17 W 1 + �3 8 3.424 4.71 • . + \73 + / CED 1 6 � > 5.t8 w ,o 4, w w w w w w w w w w w w w w w w w w w w w + w w 3.23 08 , --'". , 4+93 529 • w w ff w w w w w w w w w w w w w w w w w w w w w Ni/ w w w w 1,' 6 }+ 711- trulla4,. 1 - +4.45.9 8+ 603 P w w - w w w w w w w w w w w w w 1 . LO 8 ` y r o LO 10 t 8 6 6 y 1, silo �.irr. soil, ..r,- -'I.Nosai .mrI,22.1. .42., 7 1, .- i ICMF +5.15 - - N 69 42'30" W 400'1' w/ 4.89 4•L J 11( 7,225 SQ.FT. - IRF` = 2.60 60 \ . 0.17 ACRES „i 1 _ +3.5b c. NOW OR FORMERLY PROPOSED 4. HENDRIX, WILLIAM A I J BENCHMARK 0,1- RESIDENCE 1 /w w L 4-0015-01-025 I - , 9 SPIKE IN 10 PN f- [[ei / 5. 1 /)88 EL=7.90 +4.89+ l w w w Q 3.15 5.31 r � - % w '--4-, +., ` ` l'-y- v4 I 4 U \<5' LO 4 / \ M 8 5.00 j .4 97 + + wi N + + 3.45 % Q W 5.80 h 4.15 w + w-_-`,.y- -•. M 10 ' `I' 'l Z + 36 `i t+ 536 j 3.7$ 4�4 '4'g w w w w w w \\\ \+723 . 22 w w w I SALT M ' w /w w w w� w w w w E.'"4 y w DELINEATED BY GA DNR 'M 40 w w w � 810.8 g9/ w w w ~y k 0 �'►0 1 + CEO 1� 40 w w w w '' w w w k C}LEGEND FIFTH A VENUE . w Z 5.65 l' 3.66w w w y/ .70// w w w wi�,o UNOPENED 60' R/W ! 2 co CMF CONCRETE MONUMENT FOUND 2.75 4.83 v ''� LO 10 8 \\ 2 i 5 g w w NOW OR FORMERL Y si, 4M-0R0T05,-1O5 A-N 01S 3 IRF im■' \\ 44 O `^°y UlRF IRON ROD FOUND w w w w 7 /� 'FIRE HYDRANT \w 81 P \- ,_ w w w w �.? Q C w w 4/.37 w w w w ^0 0 POWER POLE PM 1 ,V` an c5 13 w w w w r aLi ® WATER VALVE ‘4.....\_-' „ el ° w w ,y w w w w w w w w w N ^ Q ® GRATE INLET ca N � 3 � w w + ��PM 0 w15612 w w w w w w ' � �2 S SANITARY SEWER MANHOLE 2 w 2.34* ' 3w w w w w w w '' 1 2 \�` .16 . 12-4 4 -- 11- -- CONTOUR LINE w w w - + w w w w w w w w w w. 0 w 3.09 In l•.y h W W 0 oyp---. _ OVERHEAD POWER w w w w w w w w w w w w w w w� of w w w w w w w w w w w w w w w w C>°0 fq w w w .4, w w w w w w w w w w w I. .4 l� � SALT MASH u„ ^ N SURVEYOR'S NOTES TREE LEGEND CLAIMED THE SATE OF GEORGIA w w w w w w w w w w w w w w w w i w DEPARTMENT OF NATURAL RESOURCES c.c 1. ELEVATIONS SHOWN ARE BASED ON NA VD88 DATUM. THE CONTOUR SIZE OF SYMBOL DOES NOT INDICATE w w w w w 0.29 ACTIES w w I 04 °V, r"`INTERVAL IS 1 FOOT. THE SIZE OF THE DRIP LINE/CANOPY LINE w w w w w w w w w w w w w w ww 2. ACCORDING TO THE FLOOD INSURANCE RATE MAPS (FIRM), AS PREPARED TREE SIZE R L w w w w w w w w w w w w w BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, THIS PROPERTY LIES (IN INCHES) O �1)o WITHIN A 100 YEAR FLOOD HAZARD AREA. (COMMUNITY PANEL NO. p ' w w w w w w w w w w w w w w w w (/) a.. a.....2..2 our• .`..�r.��.,.� .r m.2. r �.,, 13051C-0213-F, EFFECTIVE DATE: 9/26/2008, ZONE AE, BASE FLOOD LOCATION OF TREE LO 14 IRF N 69'42'30" W --- 110.00' IRF V G2.4- ELEVATION 11.0) TREE TYPE �, 3. UTILITIES SHOWN ON THIS SURVEY HAVE BEEN TAKEN FROM ABOVE GROUND, STREET ADDRESS: a READILY VISIBLE STRUCTURES. THIS SURVEYOR MAKES NO WARRANTY OR #0000 7TH STREET W o TREE TYPE ABBREVIATIONS.' NOW OR FORMERLY !\ v GUARANTEE AS TO THE LOCATION, EXISTENCE, OR NON-EXISTENCE OF ANY m BELOWGROUND, NON-VISIBLE UTILITIES OR STRUCTURES. CED CEDAR I I CURRENT ZONING: R-2 c, 4. THIS PROPERTY IS SUBJECT TO ANY AND ALL MUNICIPLE ZONINGS, STATE OF GEORGIA LO PALM OAK I 4-0005 -15-010 TAX ASSESSOR'S PROPERTY .�I q RESTRICTIONS, SETBACKS, REQUIREMENTS, ECT. PM PALM `� o ' IDENTIFICATION NUMBER: 4-0005-15-015 5 THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR PN PINE a RESTRICTIONS EITHER RECORDED OR UNRECORDED. TOTAL AREA: 1.1 ACRE 6. THE PUBLIC RECORDS REFERENCED ON THIS PLAT ARE ONLY USED AND/OR (a19 ACRES UPLAND) PROJECT #: 090221.00 e NECESSARY TO THE ESTABLISHMENT OF THE BOUNDARY OF THIS PROPERTY. (1'0.8 ACRES SALT MARSH) FIELD DATE: 9/25/2009 2 THEY ARE NOT AND DO NOT CONSTITUTE A TITLE SEARCH. REFERENCES PLAT DATE: 9/29/2009 - z NO SUBSURFACE OR ENVIRONMENTAL INVESTIGATION OR SURVEYS WERE DRAWN BY: J.C.8. w PERFORMED FOR THIS PLAT THEREFORE THIS PLAT DOES NOT REFLECT 1. DEED BOOK 299 W PAGE 407 CHECKED BY: R.A.N. THE EXISTENCE OR NONEXISTENCE OF WETLANDS, CONTAMINATION, OR 2. PLAT BOOK 35-P, PAGE 13 o OTHER CONDITIONS WHICH MAY AFFECT THIS PROPERTY 3. PLAT BOOK G, PAGE 127 LAST REVISED 12/9/2009 SCALE: 1"=20' TO SHOW PROPOSED RESIDENCE SHEET: I OF I ti I Project Information: .t,.W;fir 41� t ,fly mi 1 P.I.N. . 4-0005-15-015 1 CA Vi'll ZONING R-2 .w SETBACKS . { 1 FRONT = 20' r „ SIDE 10' `-'`4 (11 REAR = 1O' ,,.' OWNER BERME GOODS • F. rf AVENUE ti . H ' ADDRESS 1415 Miller Avenue_ ' 1 Tybee Island, Georgia 31328 ' '�,.7 .la I PHONE . 912-786-8664 ;` 2r3 (UNOPENED) j'i' ` - a , Is34a U) °J / - s re - - fi-y K - z I A I q, d 'Qeki°.ad ,,- ) k „�. te-- '�... ^^--- i< _ _ _ .R^c- r`1 7 'r ` a. I-. -------:-...„--'4-...,_ c .-____, - DITCH �� �� -----=�-.� .__. ,� VICINITY-� -_� , 3 / ._. l _ ,_______J).-._ 4 --e \ \ G _-----�� �_------ _- ��-- O- - '__ _ - -r �\, \\.....-- ,� +� ; . ITEM EXISTING AR O PO S EC? p CD y cm�co / •�;7_ - - - _ f 12.3 CP rn +',0 �2 TORO Q O `\�--____ -�/ l /f f / ~\ :� A-- q' CONTOUR. - - - - - 12 Q �? l /V f e� � Z I�\ ri -.)'' � �' �\ COURSE BEARING DISTANCE . I k p�Ri IvABLE �ivt/ �� ARROWS } \ f /' /HI- I� 'IVE r' 1y �j , 6°� t� < � / J ( p 9 99 f ,� v l-- I L-1 N 74 59 43 E 17.05' TOP OF ,--q' 1 TPS 1 T f \� 1 f PARKING 7 I I / / ry \ 2©}` SL -_ L-2 N 19°08'09"W 9.58 12.30 / - r ' „wows f SLAB ) I / / FO I L-3 S 76°30'58"W 18.33 / I �� 6.3 .:- - � --� N \ \ �. L-4 N 22°12'36"E 102.48' 0 1 , / 1/' r c�T f .� 85°3709 E 75'1 � fj NOTESL-5 S 26/ .� I ,, CO L-8 S 52 41 05 E 12.59 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, I 7 --' � _ N Cl f ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED'Ben// .- ---" c c� altt ,: x a� f �� ACCESS BRIDGE L-7 ►J 08°14'1_7"W 1 Q.49 UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES./ / i . 8 BY OTHERS 9 L-23 _.--" ,f. , , ,,,, '�„ \ L-8 S 55°54'32"W 27.0 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL =Ne 1 o ,_/ :�`°� _ -6 w,: I L-9 f EXISTING UTILITIES PRIOR TO COMMENCING OF `, _�_� \\ � -`___ UPLAND s �j' L S 19°48'34"W 1`2.78 CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT o �t �7D p" n r� \ // \ .. 4 DIVIR CX �COE JD LINE-----1 . .. _ L-10 S 45°22'45"E 11 .48' BETREPA RED AT ITHEAEXPENSExOF THE CONTRACTOR.ALL g � ; N / - TPS �.y t� n ry s ^� '* f-�~ 7 44 \ ` '� ` by L-11 N 8J°5V'48"E 21 , ( 9' 3• CONTRACTOR IS TO COORDINATE ALL. DEMOLITION WORK .2 a \ t `��`�.`_ c�� � ��- >t -i ,..�; �� I + -\,- q app 9 » : WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR a _ y }`�+ ,.- C ��\ i j + 12 S 68 58 2� E 18.88 GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE 9c(1'I '# � ` i:I 13 S 19°05'21 19.59 ' ~�+ ` P. 9 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. • {( S _5 _------ L-14 N 53°19'18"E 23.88 DO NOT ABANDON UTILITIES IN PLACE. / , �"`� -'� L-15 S 54°10'55"E 11 .19 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED / :. �_ I,;."""!I �� _T -� , f CONSTRUCTION. LOS 1 ! 4 --- + o l ' I LOT 180 +�:. �_ L-16 S 12°49'32"W 17.45 I / >R '\ o �{ L-17 S 40002'41 "W 4 .48' 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. gp �#Sa a p s )9 ) X TREES TO BE REMOVED. /`t) / l� ° �` �. s. �,�_ ® L-18 S 5O 23 25 23.00 1 1 � (.mil ,� Z_ =1� D � h � _ p ) ))---■",._ riv 0 0 L19 N3854O1W 11 .12' d (J /'-�" I L-20 N 53°24'03"E 24.34 GENERAL DRAINAGE NOTES: 0 (�I �? �<► _ ONLY JD L ` I L-21 N 46°09'26"W 23.47' 1. THE NEW BUILDING WILL RESULT IN AN INCREASE RUN-OFF OF op 0 a L �\ ,� - ___� �.. t. .... � . _� - 9 0.14 cfs DUE TO IMPERVIOUS AREA DURING THE 25 YEAR STORM. �- hI LLI 1 L.� �\ O ` -� L 22 N 84°53'22"W 28.37 000_ �- 9 2. THE SITE WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED - �?� `"-v \ \v �- . �---- L-23 S 16°21 '39"W 21 .22' BY YR PROPER IST IN DRAINAGE.CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW m (� (j a �.� 6 \ } �,._----._ _.. �__ _� �, 3 t L-24 S 31°48'24"E 11 .49 = d LI \ f 3. THE PROPOSED ��',.� �\ r �-` -- 4,,z L-25 S 15°29'10"W 11 .39 DOWNSPOUS TODIRECTNRUN-OFF.HAVE THE NEED OF GUTTERS AND D ,� Z {J) \ } • .4 ( -__._ If \6 L-26 S 88°59'18"W 12.99' 4. OUTFACE FOR THE PROJECT WILL BE DICTATED BY EXISTING Lu ( t \ - n 9 CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE C 111 J ° \\.\,___.\ ) j l-, ' \ -DN.' L-27 N 26°07'56"W 38.76 SYSTEM AND EASEMENTS. j m CO p \ \\ t I I \ I H "---- _----_ ```'` �``--6 ____ --��-' �1 EXISTING GRADE D GRADE ,-' \,,,. „ I `"~-�""'- \ I +` SPECIAL DRAINAGE NOTE , t VARIES 2.0 VARIES / I t "� LANDS ADJACENT TO THIS PROPERTY + `\ h l k/. 1 1 } ``� --�.----- 1Q, BSI. ' CONSISTS OF DITCHES AND SALT l N. _ WATER MARSHES SO THAT NO �1, ��t ^� e RUN-OFF FROM THIS SITE CAN .n `\;, 4 4 �{\,\\ ;:(Z\‘ ����� --- + o-. N l= \/�`\/i`�%i`�,;%i° >i``i``G``ii``i ���� ��,� IMPACT ADJACENT PROPERTY �" , ����� p. \ �. ! OWNERS. v ,~,,,.,. -_ _ ^> N. c CONTACT A MINIMUM IF 72 HMS +i ,,' <0^ v" 5 ,) -- ___-5 ~--w v +. - �. PRIOR TEl DIGGING . ` , ELEVATIONS SHO�ATI E.` �' ��.., 21°O 1 )�8 " � 120. 08) S. ON PLANS - .,�4/ ssk / ��. +' +o WETLANDS NOTE: �r SHALE DETAIL ,., LOT 150 LOT 151 ALL WETLANDS ARE UNDER JURISDICTION OF THE not to scale � CORPS OF ENGINEERS AND/OR STATE OF GEORGIA \Y DEPARTMENT OF NATURAL RESOURCES. LOT OWNER UTILITIES PROTECTION CENTER i- AND THE DEVELOPER ARE SUBJECT TO PENALTY BY " LAW FOR DISTURBANCE TO THESE PROTECTED AREAS 1-800-282-7411 18 PLASTIC PIPE WITHOUT PROPER PERMIT APPLICATIONS AND FEMA MAP NOTES : APPROVAL 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA GENERAL INFORMATION NOTES: "A8" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER cliQ R G),9 1. EXISTING INFORMATION SUPPLIED BY REYNOLDS SURVEYING. J 61641700011 C, MAP REVISED JGl s 'pro 1 1" = 10' 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. EASEMENT NOTES: pro, x 2. THIS SITE IS IN ZONE "AE" AND IS LOCATED WITHIN pAL 3. GUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE Special Pre-Construction Note : THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND P SET AT 12.0. to- I�''07 SUPPLIED BY THE SURVEYOR. RECORDING. Contractor to verify all existing and proposed F`P010..C-' .,' GENERAL PROJECT NOTES . structure locations (drainage, sanitary, etc.), 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO A. F v 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. tops and depths prior to ordering materials or ANY CONSTRUCTION ACTIVITIES. beginning construction. 1 . THIS DRAWING IS FOR DRAINAGE � GENERAL BUILDING INFORMATION NOTES: INFORMATION PURPOSES ONLY. TRAFFIC AND RIGHT-OF-WAY NOTES: SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER ' GUTTER NOTES: 1. NEW BUILDING IS TO BE 1,500 sf (envelope). 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE IF THE CONTRACTOR KNOWS OR CAN RESONABLY 1. GUTTERS AND DOWNSPOUTS SHALL BE UTILIZED TO DIRECT NEW COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA SE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS RUN-OFF TO NEW SWALES AND TO UTILIZE NATURAL DRAINAGE. 2. SOIL EROSION CONTROL MEASURES PERSONNEL. IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, T� ARE THE RESPONSIBILITY OF THE 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED - C=III I GEORGIA ORDINANCES. 2. CUTTER. O, IALL DE INSTALLED :�0 THAT ALL DOWNCrOU r - - _. _ _._ ,• ..__ _,,;_:.. :, " •.. ,.,._ -__ . _,.-. FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK I 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION TO =coy ROOF- C:UN or. OWNER/CONTRACTOR. OF ANY WORK WITHIN BEE ISLAND LA WAY. REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. OR CONFLICT. 0 10' 20' 25' 1 OF 1 SHEL.lS mennonstensawnw 1 1111111911111111 I t - - - . i I $5 I _a, 11/ ;3R ftJflTj AVENUE 0 ' R/W ... = 1 UNOPENED _ 4,5.1:tzid, ,zt:,. .,,,,,,. ,. if '� / ,t+ Ir���+` r - # `tad .. - , Via. �o C tt M �,`� r X71 aw.it±<0\ S .' '- '. ,, , ,. : ,' 0 1 ----- ,;.f; _,Jv gee: ftnd -�/ l0 -i \ ,) ^- ...,,,_-^^.-- -„��- yam,,,,..,,I"" �I'.- T�j L J 1 - .ty _ 4 1 i -- I-1-1 DITCH +tip i�� ti + T - �/ +<) Z VICINITY �P U O i + - ----Th --- A y- `\ + + LEGEND i.- I,I r1 -- _ ----� r �___�---- ____ �- �� _ - - . -54121--------1--20::1-6-------`_ - -" -!� �\� +�' ITEM EXISTING PROPOSED p C rn r-` ------ + � 4 + r� \ tit +<0 TO PO �G ¢ a K,..11- / /\ c -�i + �Q h�ti t6 N. 12.3 z 0 f - rn �� �J / / / �\ \ �q> CONTOURS - - - - - 12 Q T \\ / VV / �\ rr���+ \ z Q N \ + __77 �ti �.�a RFr \\ 74'LOW -`�- ® Q =. + ix� �� / Ta F'ERMEA�iLEr�,� �� \ RROWS }> x 7.00 DRIVE co- TOP OF f �� � \ N / r1 PARKING TPS LT I I 7 \ 20 BSc .,..:. 1 12.30 I l / 7 f---„ _F: i Vl ! / / ' t �),A� �\ / � \ \ b� / O NOTES: CO /! j - / / _ I © � 'N 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, --- 7 ry \ \ ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED / / -- \ ACCESS BRIDGE UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. D I f , -23 o ,aS,t ♦' X. I \� , L ux d paaaeo� �� �r BY OTHERS 1 D o Zvi.- s-,. \� ,� w ��! _ / t 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING\ + \ ��� 1 PLt1N ( \s _ 11 H CONSTRUCTION ACTIVITIES AOND FORE AVOIDING CONFLICT N o i ,� \ WITH SAME ANY DAMAGE TO EXISTING UTILITIES SHALL � °3 cv � w \ -- TPS MR & 1COE JD LINE---- BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. .° I a �� \ -a�` �� 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK o �-_ 25 .0--- + I' ' '-i t \ ` l '- + o` WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR I m a\`- � _\ Tom. GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE o o o , ' . .... _Jo.,'„_-----. � �� \ ( CONTRACTOR. e t a. -~"" M �-��' + ` � -- +� Project Information: 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED. 181 p,a � �„5 DO NOT ABANDON UTILITIES IN PLACE. 7 LO T/182 j \ r., 1,--- � P.LN. 4-0005-15-015 Ll1 8 1 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED N 4 -- +` eme► � c i ' �o ZONING R-2 CONSTRUCTION. ( / ! / + \ O � ^~ SETBACKS 6. PREVENT DAMAGE TO EXISTING TREES WHERE POS57BLE. kLO / f p 1i \ &6wo CJuo �+ +7 ~ ID NT_ 20' X TREES TO BE REMOVED. \ I I E 10/ I t� l ''`� �` ' � o REAR 10' + .: r +� o OWNER BERNIE GOODE � Z ( GENERAL DRAINAGE NOTES: Q /� 1 / Q �+ /� T� �\ t� ADDRESS 1415 Miller Avenue r- Ct w _I ` �� li ONE, J li lu rr--�� Tybee Island, Georgia 31328 1. THE NEW BUILDING WILL RESULT IN AN INCREASE RUN-OFF OF Q7 0 ------1/. � �, � � �i 0.14 cfs DUE TO IMPERVIOUS AREA DURING THE 25 YEAR STORM. �- La Lu J ..... \\\ t y Q �� -.�yr- 5 Cl) PHONE : 912-786-8664 2. T E SITE WILL NEED�/ �1 \ \ t /^\ ll 1 H W LL NEE TO BE GRADED AS SHOWN AND AS DICTATED ,-./.'04 . � \ + ` ,, �----- BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW Q CD 0 �` '\ \\ ,\ \__ '`____�1- 7 '4 3 'ON FOR PROPER DRAINAGE. 2 Z 0 � Z a s ` -- L d \ �� \ ~�` -- _-.�J 4 \ NOTE: UPLAND I + THIS 3. THE PROPOSED BUILDING WILL HAVE THE NEED OF GUTTERS AND Z .-1 CD \ �1 ( AREA HAS NOT EEN DOWNSPOUTS TO DIRECT RUN-OFF. Z U} ! 4. OUTFACE FOR THE PROJECT WILL BE DICTATED BY EXISTING Lu Lt1 0 \ + l' ) 8 {+� ~�'� + DELINEATED. CONDITIONS WITHIN THE CITY OF TYBEE EXISTING DRAINAGE Q j U-1 0 L- \ �ti SYSTEM AND EASEMENTS. --1 f3 m °- I �, / + I + _---_ �� + \`� �, - EXISTING FINISHED \--+ ! _''_----_,__�----- ,., 6 --_._---' ) I � �h GRADE GRADE[GRADE +` a. ! ( - �� \ -\\ t J + + SPECIAL DRAINAGE NOTE VARIES 2.0' VIES LANDS ADJACENT TO THIS PROPERTY/ J ` -7_ � �-\ + J /) o �` ' it tt \r. 1 t \ +^�� Y--- '~ B5L CONSISTS OF DITCHES AND SALT I t \ \ \ �- +1 WATER MARSHES SO THAT NO \,,,. t / \ �� \ -�_ ���� Mo RUN-OFF FROM THIS SITE CAN c %,,,���i \.i�.!�'' __..._� \J! \ \ / + ,- IMPACT ADJACENT PROPERTY c•I ' `%`,�`:;�`�,�`:,�y, I 1 I %%``%�``%``%�% n ` \ +t,. \ \.\``` OWNERS. °" �� 1 Ur Ali It \(.\. %����������%�����i`` -----,. ,, CONTACT A 1 D 72 HMS +b7 ') <,-,(') *--,-_____._-5�, ® , - l® :r .. _, �. ELEVATIONS SHOWN PRIOR 0 DIGG -Ft RT ON PLANS ° " -.� �., J ��, X 21°01-1T6 12 0. 0 8 ' _ + � .s NI l OD � -F', + +�ti WETLANDS NOTE: SWALE DETAIL ��; LOT 150 LOT 151 ALL WETLANDS ARE UNDER JURISDICTION OF THE not to scale , 'Z CORPS OF ENGINEERS AND/OR STATE OF GEORGIA c /9� ,0 tDri DEPARTMENT OF NATURAL RESOURCES. LOT OWNER ►� AND THE DEVELOPER ARE SUBJECT TO PENALTY BY UTILITIES PROTECTIDN CENTER 18" PLASTIC PIPE LAW FOR DISTURBANCE TO THESE PROTECTED AREAS 1-800-282-7411 WITHOUT PROPER PERMIT APPLICATIONS AND FEMA MAP NOTES GENERAL INFORMATION NOTES: APPROVAL. 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA GENERAL 517" "A8" ACCORDING TO F.I.R.M. COMMUNITY PANEL NUMBER (i.:0 R G 1. EXISTING INFORMATION SUPPLIED BY REYNOLDS SURVEYING, 5e/ j„ 135164 0001 C, MAP REVISED - I o JUNE 17, 1986, ..,1" = 10' EASEMENT NOTES: NO 28372 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 2. THIS SITE IS IN ZONE "AE" AND IS LOCATED WITHIN pp 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE Special Pre-Construction Note : THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION 3. BUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND P SET AT 12.0. 21 SUPPLIED BY THE SURVEYOR. RECORDING. Contractor to verify all existing and proposed 'I1�Q,gF'�Gr N,�t \;/ GENERAL PROJECT NOTES : structure locations (drainage, sanitary, etc.), 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO `'� A. 1?U�' 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. tops and depths prior to ordering materials or ANY CONSTRUCTION ACTIVITIES. beginning construction. I . THIS DRAWING IS FOR DRAINAGE GENERAL BUILDING INFORMATION NOTES: INFORMATION PURPOSES ONLY. TRAFFIC AND RIGHT-OF-WAY NOTES: SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER 1. NEW BUILDING IS TO BE 1,500 sf (envelope). GUTTER NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE IF THE CONTRACTOR KNOWS OR CAN RESONABLY 1. GUTTERS AND DOWNSPOUTS SHALL BE UTILIZED TO DIRECT NEW COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT 2. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS RUN-OFF TO NEW SWALES AND TO UTILIZE NATURAL DRAINAGE. 2. SOIL EROSION CONTROL MEASURES PERSONNEL. IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED GEORGIA ORDINANCES. 2. OUTTCR.; 31/ALL OE IN:.TALLCD CO THAT ALL DOWNOrOUT: ARE THE RESPONSIBILITY OF THE 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED TO COMPENSATION RTHE PROBLEM FOR ANY WORK OR EXPENSE INCURRED E SHALL BY HIM FOR WORK 3. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION TO DIRECT C - D Off- IZ1 UI J 01T. AND WT CIDCO o NEW 9TRU,6TURE OWNER/CONTRACTOR. FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OF ANY WORK WITHIN RIGHT-OF-WAY. OR CONFLICT. 0 10' 20' 25' WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. 1 OF 3 SHEETS ` =R=6. 18 „O,y'517 I \ 4.95 EDGE OF ASPHALT - 5.24 I E(N)= -0. 4� 17 3 . i o_/ IE{S)= - 0. 22 ' x ' 22 i,r z► \ z { C7 P z �� 0�a, go : 4,,�\ n A IE{�}=0. 38 532 _ {W}=0. 3 8 `�_ ..° - - 4.97 5.57 L ____ _ ___,„ r - I SEVENTH STREET 60' 1 f �5- ■ 537 j QUA 8 PVC c} w - - - EDGE OF A SPhIAL T PAVEMENT 4. 70 °- > Q N W 0R FORIV R Y` -- P 1 14 4. 71 � o B U C K L Y ~' ___ -� __ 4. 77 4.45 -_ 5.27 - ENRY E It R Y J R 8c JO O P A D G E T ► ._ -. - -- -- -- - o `c) 45-01 - 0048 -� 5.74 _ .___ _ -- ': �.„y..- `yam ""---- �,._,,,__ --- -- 5.87 -- -- 2.88 3.08 -__ .o It 5 8 r 3.80 -- -- - ° CONC. -- - _ = - .---- -3____. ___ •.63 � } 1 f, BRIDGE __ - 3'Y0 N. I 1 3.47 DITCH 24 PLASTIC PIPE -- -- __ o <: 4.28 �� T L O 4 4 2.69 €: 5 b6 _ __ _h,o _/ 1 3.48 -- _ IE=2.12 - - - - - _ - - ,..._ FR= 5. 11 8 _ - w-- w - _w w - w � �� - -� - a. 4%,, .` -` ' } . 55 S ,9°42 3 C E --4- --- -- -� j4. 17 - 110. 0 0' ---- 1E-------2.31 --, 5 55 - �. _ w -1-- _ .. _ _ ,I, , , �, , \i, 4.94 4.26 CMF - S 9°42'30" E .� __- �, �, 3.4 f r� ---/ * i 1 £: 1 3.54 -- .. 3.03 ., - - ` 110. �`0 / 5 33 •� CMF \L/ .1/ \!, .1/ .1/ \(/ .L, \I/ \L/ .f, ' 5.41 \, / L 6 / ( f' PM 10 110 6 . : ' f `'' STReE T AD EgS: ' �. , i 72 f g f �l L9 6f ` . „ / , )1TH z V 9. 12 ,10000 `REE D I o 0 v .V .E, �1. .fr .!/ \/ .I, v 1.1, .1/ f i i V, j6 �I 1 `t l.(, t .4 .1, �, : ! q, .fr \, �, q, �, ., .a, „' ., .i, c° / �~ \ / / �. !' . 70 0URRi EN T ZC?NING': R--2 �' `�, -Ar tf .�d, Et- . r ,,, `TA}C ASS SSOR\,S PR9PE�RTY I\V (_0\t/H i * �, �,, \'' �/ �, \,, 3.53 + 5.30 \ �' 11?E1V TIFI CA`T�ON NUMBER:BE`R: --DDS}, -�� �5 1 NOW OR FORMERLY SALt MAI''SH �. , I f - LC _ y �, �, �, ? / ' 4-. . ''f 52. 7' ,/ BENNISON & CONAWAY, I CtAIME B Y lHE �'TA TE OF G `ORGI ` � -� I 1 * ' 4:66 ,/ ., �, T TAB \,ARE�A f 1 ARE` �,, �, MARTIN J & LINDA P �1 ,$� _.�, �, a t �, �� �. �7 44-* 3 65 (al 9 ORES UPLAN - , 59.7' - _ 00 E AI TMEI� fi OF�'NA TU? AL SOU CES f -- �/ ,, �, Q 4 0005 15-003A 4.92 1---- / } 4.38 .q/ r ' `�/ Q --- ' SAL 7�'11�A `f-�� t, - z ./ �' �. 5 A ;RES �'' `,/ �+/ " ►�2. 75 �� 64 �, � ,. �,; �,, L0 6 '' 1 �f �s�? : �' X3 69 q, , I .�, .7 .I/ w ql \V ,�, ,�/ �, �,�' g _� �, 7 4,04 L I CED 6 `k 4. 18 `�' A \ .�/ z-, �, .1/ .�/ �. * .�, .� \i/ %`- } �`. 368 /` '� L 0 4 4.6 a. 7 tv 0 1,- .c, v .�, .�/ v .�/ ,�/ �/ LCD 6 6 97 \ f $ \ ' 98 to fl y / �/ / 5 7 - L - ;Y( '› I\/ y �, �, �, .c/ �/ ,�3 42 X4. 71 \ . 518 `�' , )3.23 .� 5.08 0 8 gz .�/ \k \ \�/ � \V \V * .v ./ �, , ,�, 4.93 X' I 1 */I m y � I "� W r m / �, .�, .�, �/ y �/ / �, �/ L( 8 1KllO€� * 6.03 1 z a - i , 11. 11�f 1 3.05 * I ,., ii 1 400 4.81 LO t a�; .. 4 ,,,--i,E w I ` I � � S O / Ili>6 iRF o ° I 4.89 4.63 0. 17 ACRES ■�■� w a tuz - . 2.60 I \ C J :-' t 3.56 � NOW OR FORMERLY i `_ ° -- - #- EhDRIX WILLIAM 2. 74 I \ PROPOSED I w LL AM A I o A � 4- 0015-01 -025 = RESIDENCE `.a 5.91 3. 15 .11 . 5.31 ` co BENCH A $'K PN 1 � �, �.A. SPIN IN ► PN s..�.■-. 177 8 -- to NA UDC i U 7. 00 '''--- / } 4 4. g 5.47 Pt/1 8 '` 5.00 � °'° 4 Cin I \ �- 4.97 ' 3 4* / 5 200 LF 1 o o ! 4.15 \ * p, >t �, � = '� I Mill / -� ,:, O EACH ROW o • J 794, 36 , 444 +41111117N`� o ° I t D l 414 �, co I 44 44 tZ) + )+- e.22 I ,C-.1. -ct C.) N 0 1 SALT MARSH JJRIS _ I LO 6 ` � // -,?c a c\ DICTION LINE I �,, ,,� -Si r I DELINEATED BY GA DNR PM \ f N z) tit.-3 z CAD 12 , x. 10 .I, .V ) 5 4,,, , , , I r FIFTH AVENUE J 5.65 - �/ ,,,, \ , ( �-- 3.66 1 f 4. 70 f , �, l'IP I UNOPENED 60' R/W 4.83 �` \ `' '� r 2. 75 \ LO 10 8 . \ .I/ .�/ �, ,�,' - -4* NOW W OR 1 � 8 �, FORMERLY c I RF �3 20 a J iza `/ �' • �/ , MARTIN, JOAN S I I 1 \ \ (-7'\\ 6 7 �� . ,x;, 5. 15 i' IRf 4-0005- 15- 013 i -- ` \q--'77- 3 0 FPM 16 ` \ �' 'I/ .f, u \j/ I +� Q 3.81 / o I I b I \ \ �' - .� `�, X13 `�' PM 10 $ o + 4.34 �-- '' 3 I O NOT FOR CONSTRUCTION r- '' �� `�. �P�1 5 Q2 `i` `f' .!, \!/ .1! 0 QC DONE:_ �2 34 SALT MARSH 0 RELEASED FOR CONSTRUCTION ■ \fr \}, \ .b^-,. ,--..._.� , \, .1/ � � PROJECT#: ti4d221 MATTHEW I 3. 16 CLAIM D 8 Y THE STA T OF GEOR IA T DATE: ,�„b,�g THEW L. RENAULT \t/ q/ .�, L�7�/, / T l /� /a 1p GRAPHIC SCALE DESIGNED BY: HRW GSWCC(� LEVEL DESIGN�{ PROFESSIONAL I 3.09 DEPA 1 1 t ML V i 014 NA t RA L \fr ESOb CE O I �o o 5 10 20 40 CHECKED BY: MLR V 'Y 1.r V .J V i It 0-) \ '' \i' q,'' .I, .(/ \(, .f, �/ �I, ,(i (� I {�. , . ': '� ',: SCALE: 1"=t0' CERTIFICATION 0000008762 r' 0.29 A CREW` al ., Emma �. ..� a .C/ " \fr �e -q, .Ir .I/ \Ii .l' NI/ .1. '/L° IN FEET SHEET in t * \,, , \,,, \,,, \t/ ..,,, \,,,, \,/, , \i/ * * * * * 1 inch = 10 ft. ESPC.I IF THIS SHEET IS LESS THAN 22°X 34"IT IS A REDUCED PRINT,SCALE ACCORDINGLY ' I CONTROLLING DUST AT THE SITE r 30" MIN. 2$„ t C 0 `,..,,,,,'', W \j am J ` P .s• �� 112 6» �� \�.\�.\� 4 MAX. O.C.\/. /1$" MlN. OTAPPROVED FABRIC„� � SIDE VIEW . _ . . • i . ......_ ........ r, • . . . ___________ . . . ....... ,...... _ . _.i..._ ____ . ,._ . rr.. . . . . , . . . . -. . . ......., . . Pr PP/ .'r•�`ai"fi r«•. 4. ,Z� ,dab3lr•4rt• �%•�y3,r±� Vii. - - �.4;i• �s,*«.•,+s* .. a�•ari, • S'�,� 30" MIN. 2$" FABRIC{\ •• !+ •. ari ar•ao•r ar• r•1(«V'Zia i'E dh�ai« �•ai•s�rd�`r�ar�,�r•r"�aritir•�r'�. �it��aid� � � (WOVEN �tRir - - I �,d�,•da • •� ,• . and,,as :• r«� / �x FENCE jj8ACKING) � df dr4.-46'' ar• �rdari,a,�, L«s quo . • \ i i x �XYi - ..i, rif,.tltarl ifs ,4,1�.,.rr+'��r• •'� afr �laf;' ::�?� If TEM POR AR Y METH ODS:.. -: � ar.��a/. . { .•.�• / *PERMANENT METHODS 1 `�Sj'�i' i�l, Or!O!r� ����t aX! titer � {• r~�ror�•4«r\ { a.,r•• —MULCHES —PERMANENT VEGETATION 6" `•, :�!!•�� 1•*a, a•Y.�"44eX •',4*, .•'=: . - —TEMPORARY VEGETATIVE COVER —TOPSOILING 6 r ,.7 a�•, ,•+ • + {«:jrart':�,•a.e� 18" MIN. TRENCH•`�ardak d<.•• ,dr • ii,+....,• ,•' .••� —SPRAY ON ADHESIVES COVER".44. lib •r •6. .aim �•�aidtfrd,r�1•�,«4• - - - —STONE Lrl1VER- - a,,e 6Vr and}r t *war •,T4 soav c `rJ .a,d, ..•ydwt,. d, .,�.... x*:;.rd,r�.,.; —TELL AGE id.r<dr;�, �dtaid..•?•r�•1'�.tatili .,,, Z ,,r+� .• s._.da a r,•t Ssl1•,�•s 74.44.;:o s.r .-4ar4 j+,� D' 'Ea r�i•Kd,�iY�� �..• (ai•^+aarda:dbe« •�ir'.dt sue . - - - - - - - - .r. .� a,da,,•1:.�I,. t <,, ,• ,k. ., «. —IRRIGATION • t,i ,rd�,dit+•�'�i�r' �A•s • �•ai�'�F �*a«�, �- -—' f' ♦ �4'1aYd ard3a/d1r ar.•r �. ;«4;5.« FRONT VIEW - - _ s "�/r�•��}dltwS'�� ��•i,eo,.,,'t-ard�'•• - - —BARRIERS N.S.A. R-2 (1.5"-3.5") ��'^►!.4Z ,•,•.� .q• <: -•*1±n`'`«•;y5,� COARSE AGREGATE a,'iz.�a,:-.1.0„•,,,,,,,ip-t,,, 4/,..:;. ': Y:Y;+�' ` ' %%-oa; Y„, TYPE C FABRIC (36") —CALCIUM CHLORIDE r �,,•S.1 o-•>dy GEOTEX11LE UNDERLINER `•� d�+` Z ,'ct;d*:, 1� USE WHERE FILL SLOPES EXCEED A VERTICAL HEIGHT OF 20 FEET AND THE SLOPE GRADIENT IS STEEPER THAN 3:1. *CHEMICAL CONTROL 0 Z o �� NOTE: FILTER FABRIC MAY ALSO BE ATTACHED TO THE POST BY WIRE, CORD, AND PACKETS. tq POST SIZE ADHESIVE WATER TYPE OF APPLICATION ,� MIN. LENGTH TYPE OF POST SIZE OF POST W 4' STEEL 1.3 LB./FT. MIN. ADHESIVE DELUTION NOZZLE RATE (GAL/AC) © Q FENCE AN IOI C TENSILE STREGTH ELONGATION AOS (APPARENT FLOW RATE ULTRAVIOLET STABILITY (2) BURSTING STREGTH MIN. FABRIC WIDTH ASPHALT L 7.1- SPRAY 1 200 (LBS. MIN.) (1) (MAX.) OPENING SIZE) (GAL/MIN./SQ. FT.) (ASTM D-4632 At 1ER (PSI MIN.) (INCHES)(ASTM D-4632) (ASTM 0-4632) (MAX. SIEVE SIZE) (GDT-87) 300 HOURS WEATHERING (ASTM 0-3786 DIAPHRAGM EM U LS I O N (ASTM 0-4751) IN ACCORDANCE WITH BURSTING STRENGTH ASTM D-4355) TESTER) WARP-260 40 #30 70 80 175 36 LATEX 12 1 /2: 1 FINE 23.5 FILL-18a EM ULSION SPRAY (1) MIN: ROLL AVERAGE OF FIVE SPECIMENS. n `4 *4 M N Z (2) PERCENT OF REQUIRED INITIAL MIN. STRENGTH. RESIN—IN- WATER 4: 1 FINE 300 tu EMULSION SPRAY STANDARD CONSTRUCTION DETAILS STANDARD CONSTRUCTION DETAILS z D ,, S I0 \ IRO ! 0 \ ,� V> a z o CIN tO o CRUSHED STONE CONSTRUCTION EXIT SILT FENCE - TYPE C ct 2 W o pw c. W `m x 0 Imo U flu� W ILI ti w ii- 2 2- tIr ril O a 2 ti amh. C441) 4414 t'4444 Q - - - - - - - - - - - - - !;;:� 111111 4344 R. Loi Cif) "t*--"' ::) t' l to! "q til a4 tan (Illit NW AJ tt Y L P,1,41.3, g; k L t . s 0 i ❑ NOT FOR CONSTRUCTION S ❑ QC DONE: ❑ RELEASED FOR CONSTRUCTION PROJECT#: 090221 DATE: 12!16!04 DESIGNED BY HRW CHECKED BY: MLR SCALE: SHEET ESPC,2 ............., ,... , IF THIS SHEET IS LESS THAN 22'X 34"IT IS A REDUCED PRINT, SCALE ACCORDINGLY GENERAL STRUCTURAL NOTES: MASONRY NOTES: FOUNDATION NOTES: THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND THE SPECIFICATIONS.THE MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE"SPECIFICATIONS FOR MASONRY STRUCTURES( AC1530.1)",LATEST ALL FOOTINGS SHALL BEAR ON UNDISTURBED,FIRM NATURAL SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN BEARING CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES,CHASES,HANGERS,INSERTS,ANCHORS,HOLES AND OTHER EDITION PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE,DETROIT,MICHIGAN. PRESSURE OF 1,000 PSF. ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER I TESTING AGENCY PRIOR ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. TO POURING FOUNDATION CONCRETE. HOLLOW LOAD-BEARING MASONRY UNITS SHALL CONFORM TO ASTM C 90,GRADE N-1 AND BE MADE WITH LIGHTWEIGHT AGGREGATE. THE MINIMUM THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK.THE PRISM COMPRESSIVE STRENGTH(Pm)SHALL BE 1,900 PSI AT AN AGE OF 28 DAYS,AS DETERMINED BY THE UNIT STRENGTH METHOD OF AC1530.1. TOP OF FOOTING ELEVATION SHALL BE AS SHOWN ON THE FOUNDATION PLAN. THESE ELEVATIONS ARE A MAXIMUM AND SHALL BE LOWERED ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. AS REQUIRED TO OBTAIN THE REQUIRED DESIGN BEARING PRESSURE. FILL ALL BOND BEAMS AND REINFORCED CELLS SOLIDLY WITH GROUT. GROUT SHALL CONFORM TO ASTM C 476 AND SHALL OBTAIN A MINIMUM 28 THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND DAY COMPRESSIVE STRENGTH OF 3,000 PSI.PLACE GROUT IN 4'-O" "LOW-LIFT."PROVIDE MIX DESIGN FOR REVIEW.FILL ALL CELLS AND/OR CAVITIES ALL FOUNDATION CONCRETE SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL CONCRETE TO BE PERMANENTLY EXPOSED BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN BELOW GRADE SOLID WITH GROUT. TO WEATHER SHALL BE AIR ENTRAINED TO 5%(±1%)WITH AN ADMIXTURE THAT CONFORMS TO ASTM C-260 COMPLETED.THE INVESTIGATION, DESIGN SAFETY,ADEQUACY AND INSPECTION OF ERECTION BRACING,SHORING,TEMPORARY SUPPORTS,ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A 615 GRADE 60. SHOP FABRICATE REINFORCING BARS WHICH ARE SHOWN TO BE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301,"SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". HOT HOOKED OR BENT. PROVIDE A MINIMUM LAP OF 42 X BAR DIAMETERS AT ALL SPLICES, UNLESS INDICATED OTHERWISE. WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS,TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE USE OF MASONRY-CEMENT MORTAR IS STRICTLY PROHIBITED.MORTAR SHALL CONFORM TO ASTM C 270,TYPE S. ALL MORTAR SHALL MEET ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615,GRADE 60. THE"PROPORTION SPECIFICATIONS OF ASTM C 270 AND BE MADE WITH PORTLAND CEMENT I LIME(NON AIR-ENTRAINED). ,_ i 4 `- --;,,c;' WHERE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, AND WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, UNLESS OTHERWISE NOTED,THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: --I SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO APPROVAL BY THE ENGINEER. MORTAR MATERIALS SHALL BE AS FOLLOWS: A) CONCRETE CAST AGAINST&PERMANENTLY EXPOSED TO EARTH: 3" ':-=-4-‘:-7.‘ '-o cl, ' PORTLAND CEMENT: ASTM C 150,TYPE 1 to-ty.:(9,,k1`t '-u'ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER MASONRY CEMENT: ASTM C 91 B) CONCRETE EXPOSED TO WEATHER: ffi._DURING MANUFACTURING, DELIVERY,HANDLING,STORAGE AND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND HYDRATED LIME: ASTM C 207 TYPE S #6 THROUGH#18 BARS: 2" ° 71,1 ) REQUIREMENTS. AGGREGATE: ASTM C 144 #5 BAR,W31 OR D31 BAR&SMALLER: 11/2" _y '# WATER: CLEAN AND POTABLE '' LOADING APPLIED TO STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE ALL REINFORCING MARKED CONTINUOUS(CONT.)ON THE PLANS AND DETAILS SHALL BE LAPPED 40 X BAR DIAMETERS AT SPLICES UNLESS _ -'� STRUCTURAL MEMBERS.THE LIVE LOADING USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE"DESIGN CRITERIA NOTES".DO NOT UNLESS OTHERWISE INDICATED,ALL WALLS SHALL BE LAID IN RUNNING BOND. OTHERWISE NOTED. 5 APPLY ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE. UNLESS SHOWN OTHERWISE IN WALL DETAILS,PLACE ONE VERTICAL#5 BAR IN FULLY GROUTED CELL AT 48"O.C.MAXIMUM ALONG LENGTH OF NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING, WALLS.VERTICAL BARS TO EXTEND FROM FOOTING DOWEL BAR SPLICE TO TOP OF WALL AND SHALL PENETRATE INTO BOTTOM OF BOND BEAM AT EITHER BY TEMPORARY BRACING OR BY PERMANENT CONSTRUCTION. o ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS,UNLESS OTHERWISE NOTED. TOP OF WALL OR PARAPET 4"MINIMUM. PRIOR TO COMMENCING ANY FOUNDATION WORK,COORDINATE WORK WITH ANY EXISTING UTILITIES. FOUNDATIONS SHALL BE LOWERED IN CASE OF DISCREPANCY BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS.DIMENSIONS ON THE ARCHITECTURAL DRAWINGS SHALL ONE VERTICAL#5 BAR IN FULLY GROUTED CELL SHALL BE PLACED AT WALL CORNERS,AT THE ENDS OF WALLS,ON EACH SIDE OF DOOR AND WHERE REQUIRED TO AVOID UTILITIES. GOVERN. WINDOW JAMBS,AND ON EACH SIDE OF MASONRY CONTROL JOINTS.VERTICAL BARS TO EXTEND FROM FOOTING DOWEL BAR SPLICE TO TOP OF to id y o o rn WALL AND SHALL PENETRATE INTO BOTTOM OF BOND BEAM AT TOP OF WALL OR PARAPET 4"MINIMUM. UNLESS OTHERWISE NOTED,THE CENTERLINES OF COLUMN FOUNDATIONS(PILE CAPS)SHALL BE LOCATED ON COLUMN CENTERLINES. z rn M STRUCTURAL DESIGN CRITERIA RESIDENTIAL LIVE LOAD CHART MASONRY WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"LOW-LIFT"OR"HIGH-LIFT'METHOD DESCRIBED IN ACI 530."HIGH-LIFT" ALL RETAINING WALLS SHALL HAVE AT LEAST 12"OF FREE-DRAINING GRANULAR BACKFILL,FULL HEIGHT OF WALL. PROVIDE CONTROL JOINTS "O? v, z BUILDING CODE: 2006 INTERNATIONAL RESIDENTIAL CODE MASONRY CONSTRUCTION IS LIMITED TO SPECIALLY QUALIFIED CONTRACTORS MEETING THE FOLLOWING MINIMUM REQUIREMENTS: IN RETAINING WALLS AT APPROXIMATELY EQUAL INTERVALS NOT TO EXCEED 25 FEET NOR 3 TIMES THE WALL HEIGHT. PROVIDE EXPANSION OCCUPANCY UNIFORMLY DISTRIBUTED LOAD A)SUCCESSFUL COMPLETION OF AT LEAST 3 PREVIOUS PROJECTS THAT UTILIZED"HIGH-LIFT"MASONRY CONSTRUCTION. JOIST AT EVERY FOURTH CONTROL JOINT, UNLESS OTHERWISE INDICATED. O r o v- CONCENTRATED LOAD DISTRIBUTED LOAD FIRST FLOOR: LL=2,000 LBS LL=SEE CHART ATTICS W/LIMITED STORAGE 20psf B)CONTRACTOR SHALL SUBMIT A DETAILED"HIGH-LIFT' WALL CONSTRUCTION PROCEDURE FOR APPROVAL, INCLUDING THE ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307,NON-HEADED TYPE.PRIOR TO POURING CONCRETE,LEVELING NUTS SHALL BE TIGHTENED i s z DL=50 PSF ATTICS W/O STORAGE 10psf DOCUMENTATION OF ALL P_ERSONNEL WHO HAVE SUCCESSFULLY BEEN TRAINED IN"HIGH-LIFT'MASONRY CONSTRUCTION". ON EACH SIDE OF THE TEMPLATE TO HOLD THE ANCHOR BOLTS IN PLACE. Q DECKS 40psf •- i �o rn ELEVATED FLOOR: LL=2,000 LBS LL=SEE CHART EXTERNAL BALCONIES 60psf PROVIDE REBAR DOWELS FROM FOUNDATIONS TO MATCH VERTICAL REINFORCING SIZE AND SPACING. DOWELS SHALL HAVE STANDARD 90 '-I z ••�•�•�•�•••�•�� #3 TIE @ 8"O.C. .z m -`-� DL=20 PSF FIRE ESCAPES 40psf DEGREE HOO AND LAP WITH THE FIRST LIFT OF REINFORCING. n;4 o 4i GUARDRAILS&HANDRAILS 200psf ROOF LOAD: LL=NJA LL=20 PSF i vDL=SEE PLANS DL=25 PSF GUARDRAIL INFlLL COMPONENTS 50psf BOND BE AMS SHALL BE PLACED AT EACH BEARING ELEVATIONS. INTERMEDIATE BOND BEAMS SHALL BE PROVIDED BETWEEN BEARING ELEVATIONS (4)#5 BARS s PASSENGER VEHICLE GARAGES 50psf OR 8'-0OC.BOND BEAMS SHALL HAVE TWO CONTINUOUS#5 BARS AND SHALL BE FULLY GROUTED.DISCONTINUE ALL HORIZONTAL REINFORCING ,, `s m COLLATERAL LOAD: SEE PLANS CL=5 PSF ROOMS OTHER THAN SLEEPING ROOMS 40psf AT CONTROL JOINTS EXCEPT FOR HORIZONTAL BOND BEAMS AT REINFORCEMENT AT BEARING ELEVATIONS SHALL BE CONTINUED ACROSS SLEEPING ROOMS 30psf CONTROL JOINTS. ��-���� Olg SNOW LOAD: GROUND SNOW LOAD:Pg=5 PSF , \\\„ STAIRS 40psf 16"SQ CMU PIER 1114 WIND LOAD: BASIC WIND SPEED(3-SECOND GUST),V=130 MPH PROVIDE CORNER REINFORCING OF SAME SIZE AND SPACING AS CONTINUOUS REINFORCING AT BOND BEAM INTERSECTIONS.LAP REINFORCING I ZONE 2 z 2'-O"MINIMUM. HOOK REINFORCING 12"INTO REINFORCED JAMB WHERE BOND BEAMS ARE INTERRUPTED BY OPENINGS. I ..' IMPORTANCE FACTOR, Iw=1.00 • WIND EXPOSURE=B 4 #5 DOWELS I' 1� PROVIDE STANDARD 9 GAUGE WIRE TRUSS HORIZONTAL JOINT REINFORCING AT 16"ON CENTER VERTICAL IN ALL WALLS.WIRE REINFORCING SHALL :• (4) INTERNAL PRESSURE COEFFICIENT,GCpi=±0.18 al�fc.� it t 7' CONFORM TO ASTM A 82.UNLESS OTHERWISE NOTE,STOP ALL HORIZONTAL JOINT REINFORCING AT CONTROL JOINTS. COORDINATE BRICK TIE `\ '. (ENCLOSED BUILDING PER IBC 1609.2&ASCE 7-02) --- .G ">I� '" BACK REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS. \ I v�O4j4j ` 20 --`mss O� 11' LINTELS OVER DOOR AND WINDOW OPENINGS SHALL BE REINFORCED AS NOTED ON THE PLANS.PROVIDE BOND BEAM WITH TWO CONTINUOUS#5 i .; o COMPONENTS&CLADDING NET PRESSURE: ..,� g--..-43" �� I N BARS AT WINDOW SILLS.LINTELS AND BOND BEAMS SHALL CONTINUE BEYOND EACH SIDE OF DOOR AND WINDOW OPENINGS 24"MINIMUM. N I ROOF 7-27 DEGREES(50 SF) O � itt � I p=+20.29 PSF,-37.96 PSF(ZONE 1) `7 ft St N. 2 PROVIDE STEEL JOIST AND BEAM BEARING PLATES AND OTHER ACCESSORIES AS INDICATED. PROVIDE 3 COURSES OF SOLIDLY GROUTED CMU C a 12" p=+20.29 PSF,-57.52 PSF(ZONE 2) ZONE 5 5/� ZONE 3 ' .��� BELOW ALL BEAM BEARINGS OVER A WIDTH OF 2'-8"CENTERED ON THE WALL,PER TYPICAL BEAM BEARING DETAILS. \N C • p=+20.29 PSF,-88.77 PSF(ZONE 3) ZON- 5 ��;! ' FINISHED GRADE BELOW hi Ti PROVIDE CMU CONTROL JOINTS AS INDICATED WITH ADDITIONAL JOINTS SUCH THAT THE SPACING BETWEEN JOINTS DOES NOT EXCEED A SPACING z I a • RESIDENCE BY OWNER/G.C. WALL(20 SF): WALL(200 SF) GARAGE a =4.0 FT OF 3X THE WALL HEIGHT(25 FEET MAXIMUM). WHERE BEAMS OR LINTELS BEAR AT CMU CONTROL JOINTS,OFFSET&LAP THE VERTICAL S 1^. =+42.39 PSF,-46.14 PSF(ZONE 4) =+39.71 PSF,-43.51 PSF(ZONE 4) INDICATED. '!=- = H a a -m p ( ) p ( ) REINFORCING AS ND CATED.PROVIDE A CONTROL JOINT LAYOUT FOR REVIEW PRIOR TO CONSTUUCTION. oo jT� j j- - I l e p=+42.39 PSF,-55.48 PSF(ZONE 5) p=+39.71 PSF,-50.08 PSF(ZONE 5) HIP ROOF GABLE ROOF . - G. Q 4 } ' / THE MASONRY CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY WALL BRACING DURING CONSTRUCTION(SEE"GENERAL STRUCTURAL °• •, 0 2 NOTE:DESIGN PRESSURES("DP")RATINGS FOR DOORS&WINDOWS SHALL BE ' A. NOTES"). -, . . "' 0 GREATER THAN OR EQUAL TO THOSE LISTED FOR ZONE 4&5. SEE CHART FOR 7 � . 4- • ° DESCRIPTION OF ZONE 4&5. u°' REINFORCING SHALL BE TIED IN CENTERLINE OF CELLS,UNLESS NOTED OTHERWISE,AT SPLICES AND HORIZONTAL JOINT REINFORCING. k d . ` . - SEISMIC LOAD: SEISMIC;DESIGN GROUP 1" BRACING OF INTERIOR NON-LOAD BEARING PARTITION WALLS SHALL NOT EXCEED 8'-0"INTERVALS. �.' .4 " tY SEISMIC DESIGN CATEGORY"C" M 4-0 SQ. /I/le= 1.00 0 SDS=0.49g (4)#S�BARS TOP&BOTT. CONTINUOUS FIG.BEYOND SDI =0.22g ) SITE CLASS=D(ASSUMED PER IBC 1615.1.1) � ' P1212 =12"SQUARE CMU PIER A TYPICAL PIER DETAIL U BASIC SEISMIC-FORCE-RESISTING SYSTEM: 1 LIGHT FRAME WALLS W/WOOD SHEAR PANELS 1P16161 =16"SQUARE CMU PIER NV Scale:3/4"= 1'-0" BASE SHEAR:V=0.10 W A /f 10-0 z W=EFFECTIVE SEISMIC WEIGHT ' / _ 38'-0" f' 10'-0" a CI ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE l � `;� PIER BEYOND " " " " ~ 9-6 9-6 9-6 9-6 ' \ FINISHED GRADE BELOW SITE PREPARATION NOTES: \ !;f 11=1 ! I-! RESIDENCE BY OWNER/C.C. NO GEOTECHNICAL REPORT HAS BEEN PROVIDED FOR THE SITE.AS SUCH, IT IS HE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE oo - CONDITIONS AT THE SITE ARE AS DESIGNED.THE FOLLOWING GUIDELINES AR A MINIMUM.UPON THE RECEIPT OF A GEOTECHNICAL REPORT,THE , ' a %• : ; \;'' 0) ' I ����� P1212 64 L MORE STRINGENT REQUIREMENTS SHALL GOVERN. - ° o' ����� ■����� ���� / ►���� 1��.t ° 4 4 P1616 f P1616 P161: P1616 17JP1616 -I WITHIN AN AREA OF A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS, XCAVATE A MINIMUM OF 4"OF EXISTING SOIL. REMOVE ALL ORGANICS, R !4° a. 1--\-- PAVEMENT,ROOTS, DEBRIS AND OTHERWISE UNSUITABLE MATERIAL. FOOTING BEYOND -0 CY r- ∎���1 AP IL THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY`'ROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLE (3)#5 BARS CONT. 121616 MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEO CHNICAL ENGINEER/TESTING AGENCY. " / \ a V 2-0 #5 BARS @48"O.C. ° A' -' Z PROOFROLL THE SURFACE OF THE EXPOSED SUB GRADE WITH A,,t.OADED TANDEM AXLE DUMP TRUCK.REMOVE ALL SOILS WHICH PUMP OR DO NOT `A ' 61 ' w Cl) COMPACT PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENC�3INEER/TESTING AGENCY. > _[ + >LLI FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED F L. PLACE IN 8 INCH LOOSE LIFTS AND COMPACT TO A MINIMUM OF 95%OF THE MAXIMUM _ 2 I�- 7'-3" 7'-3" 7'-3" 7'-3" 9'-0" -r> 0 DRY DENSITY IN ACCORDANCE WITH ASTM D-698. B TYPICAL GRADE BEAM DETAIL ' -1- -' ' o LU a ALL CONTROLLED FILL MATERIAL SHALL BE A SELECTED G NULAR MATERIAL FREE FROM ALL ORGANICS OR OTHERWISE DELETERIOUS MATERIAL S1.1 Scale:3/4"=1'-0" Q Hi O 05 WITH NOT MORE THAN 20%BY WEIGHT PASSING A NO. EVE(CLASSIFIED AS SC.SM.SP OR BETTER IN ACCORDANCE WITH THE UNIFIED SOIL 1- �� L _1 � _ � _ __ z CLASSIFICATION SYSTEM)AND WITH PLASTICITY INDEX T EXCEEDING 6%. v ' ►���� P � :31 E3i w (f)PROVIDE FIELD DENSITY TESTS FOR EACH 3,000 S.F. BUILDING AREA FOR EACH LIFT OF CONTROLLED FILL. N �-�! ,���� k��� ��� N P1616 j I P1616 P1616 P1616 P1616 [jP1616 w z DOWEL REINF. ��„� w _ Q ais 40 BAR DIA. 40 BAR DIA. ' i t _ 24" / 24"MIN. / -MATCH FOOTING REINF. FLOOR FRAMING BY ,i W LU 24 MIN. CORNER REINF. d ~ -MATCH FOOTING REINF. GC/OWNER X W Q RIM JOIST BY - • \ ° a 4 GC/OWNER m O Z A E co ► - u, U '""J W Q `� J.. PHDS-SDS3 STRAP 8Y q > ( 11 ° ° a a . a °. ° ° GC/OWNER 0 z Q Ce ° . ° i " W £ 0 I- a a --' 1 (2)1"0 A307 ANCHOR `a a a ° a° r - i - BOLTS W/16"MIN �� D Z (.) ° a EMBEDMENT j�Q° _ -i1 / o 0.. 1- < D - 4 ° \ j-�. (2)2X P.T.BEARING R I �♦♦ Ce 1 I I I IP`6.6 CO U U -I I- ; r- r go ... (!) I- . . X44 ;3i 11 > ♦ P1212 �5 LL "= LI A FOOTING REINFORCEMENT ° FOOTING REINFORCEMENT d < P1616 I P1616 P1616 P1616 P1616 O V ~ . ■ I .. CONC. FOOTING 0 a a _ o A IN El CONC. FOOTING ° : : d ,� Q ° a p 16"SQ.CMU PIER r 4 P1212 ��4 P1212 �t4 P1212 P1212 ��4 . se a a ►�4 i! ►.�A 6! a a a a . II i Project Number 4\ - iIII-- 4'-11" 7'-2i" 7'-8" 09-089 PLAN - CORNER DETAIL PLAN - INTERSECTION DETAIL ; Sheet D REINFORCEMENT CONTINUOUS FOOTING INTERSECTIONS TYPICAL FLOOR TO PIER CONNECTION FOUNDATION PLAN S1 . 1 Scale:1" = 1'-0" Scate:3/4"=1'-0" Scale:1/4"=1'-0" GENERAL STRUCTURAL NOTES: MASONRY NOTES: FOUNDATION NOTES: THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND THE SPECIFICATIONS.THE MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE"SPECIFICATIONS FOR MASONRY STRUCTURES( ACI 530.1)",LATEST ALL FOOTINGS SHALL BEAR ON UNDISTURBED,FIRM NATURAL SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING A DESIGN BEARING CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES,CHASES,HANGERS,INSERTS,ANCHORS,HOLES AND OTHER EDITION PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE,DETROIT,MICHIGAN. PRESSURE OF 1,000 PSF. ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER I TESTING AGENCY PRIOR ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. TO POURING FOUNDATION CONCRETE. HOLLOW LOAD-BEARING MASONRY UNITS SHALL CONFORM TO ASTM C 90,GRADE N-1 AND BE MADE WITH LIGHTWEIGHT AGGREGATE. THE MINIMUM THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK.THE PRISM COMPRESSIVE STRENGTH(Pm)SHALL BE 1,900 PSI AT AN AGE OF 28 DAYS,AS DETERMINED BY THE UNIT STRENGTH METHOD OF ACI 530.1. TOP OF FOOTING ELEVATION SHALL BE AS SHOWN ON THE FOUNDATION PLAN. THESE ELEVATIONS ARE A MAXIMUM AND SHALL BE LOWERED ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. AS REQUIRED TO OBTAIN THE REQUIRED DESIGN BEARING PRESSURE. FILL ALL BOND BEAMS AND REINFORCED CELLS SOLIDLY WITH GROUT. GROUT SHALL CONFORM TO ASTM C 476 AND SHALL OBTAIN A MINIMUM 28 THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND DAY COMPRESSIVE STRENGTH OF 3,000 PSI. PLACE GROUT IN 4'-O" "LOW-LIFT."PROVIDE MIX DESIGN FOR REVIEW.FILL ALL CELLS AND/OR CAVITIES ALL FOUNDATION CONCRETE SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL CONCRETE TO BE PERMANENTLY EXPOSED BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN BELOW GRADE SOLID WITH GROUT. TO WEATHER SHALL BE AIR ENTRAINED TO 5%(±1%)WITH AN ADMIXTURE THAT CONFORMS TO ASTM C-260 COMPLETED.THE INVESTIGATION,DESIGN SAFETY,ADEQUACY AND INSPECTION OF ERECTION BRACING,SHORING,TEMPORARY SUPPORTS,ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A 615 GRADE 60. SHOP FABRICATE REINFORCING BARS WHICH ARE SHOWN TO BE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACt 301,"SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". HOT HOOKED OR BENT. PROVIDE A MINIMUM LAP OF 42 X BAR DIAMETERS AT ALL SPLICES,UNLESS INDICATED OTHERWISE. WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS,TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK THE SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE USE OF MASONRY-CEMENT MORTAR IS STRICTLY PROHIBITED.MORTAR SHALL CONFORM TO ASTM C 270,TYPE S. ALL MORTAR SHALL MEET ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615,GRADE 60. `` THE"PROPORTION SPECIFICATIONS OF ASTM C 270 AND BE MADE WITH PORTLAND CEMENT/LIME(NON AIR-ENTRAINED). '.#;1. 8 O,>,' .� WHERE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, AND WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, UNLESS OTHERWISE NOTED,THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: -i '3 SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO APPROVAL BY THE ENGINEER. MORTAR MATERIALS SHALL BE AS FOLLOWS: A) CONCRETE CAST AGAINST&PERMANENTLY EXPOSED TO EARTH: 3" Y 0 ' 4 ,\ PORTLAND CEMENT: ASTM C 150,TYPE 1 �' t ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER MASONRY CEMENT: ASTM C 91 B) CONCRETE EXPOSED TO WEATHER: °f } DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE AND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND HYDRATED LIME: ASTM C 207 TYPE S #6 THROUGH#18 BARS: 2" ` • o f ii .�Q '' REQUIREMENTS. AGGREGATE: ASTM C 144 #5 BAR,W31 OR D31 BAR&SMALLER: 1 Y" \� ';,. WATER: CLEAN AND POTABLE ,-/ LOADING APPLIED TO STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE ALL REINFORCING MARKED CONTINUOUS(CONT.)ON THE PLANS AND DETAILS SHALL BE LAPPED 40 X BAR DIAMETERS AT SPLICES UNLESS ` ',, ' --- STRUCTURAL MEMBERS.THE LIVE LOADING USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE"DESIGN CRITERIA NOTES".DO NOT UNLESS OTHERWISE INDICATED,ALL WALLS SHALL BE LAID IN RUNNING BOND. OTHERWISE NOTED. °`. �` APPLY ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE. UNLESS SHOWN OTHERWISE IN WALL DETAILS, PLACE ONE VERTICAL#5 BAR IN FULLY GROUTED CELL AT 48"O.C.MAXIMUM ALONG LENGTH OF NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING, WALLS.VERTICAL BARS TO EXTEND FROM FOOTING DOWEL BAR SPLICE TO TOP OF WALL AND SHALL PENETRATE INTO BOTTOM OF BOND BEAM AT EITHER BY TEMPORARY BRACING OR BY PERMANENT CONSTRUCTION. U ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS,UNLESS OTHERWISE NOTED. TOP OF WALL OR PARAPET 4"MINIMUM. PRIOR TO COMMENCING ANY FOUNDATION WORK,COORDINATE WORK WITH ANY EXISTING UTILITIES. FOUNDATIONS SHALL BE LOWERED OM IN CASE OF DISCREPANCY BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS. DIMENSIONS ON THE ARCHITECTURAL DRAWINGS SHALL ONE VERTICAL#5 BAR IN FULLY GROUTED CELL SHALL BE PLACED AT WALL CORNERS,AT THE ENDS OF WALLS,ON EACH SIDE OF DOOR AND WHERE REQUIRED TO AVOID UTILITIES. GOVERN. WINDOW JAMBS,AND ON EACH SIDE OF MASONRY CONTROL JOINTS.VERTICAL BARS TO EXTEND FROM FOOTING DOWEL BAR SPLICE TO TOP OF w H o o N WALL AND SHALL PENETRATE INTO BOTTOM OF BOND BEAM AT TOP OF WALL OR PARAPET 4"MINIMUM. UNLESS OTHERWISE NOTED,THE CENTERLINES OF COLUMN FOUNDATIONS(PILE CAPS)SHALL BE LOCATED ON COLUMN CENTERLINES. z GI M STRUCTURAL DESIGN CRITERIA RESIDENTIAL LIVE LOAD CHART MASONRY WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"LOW-LIFT"OR"HIGH-LIFT"METHOD DESCRIBED IN ACt 530."HIGH-LIFT" ALL RETAINING WALLS SHALL HAVE AT LEAST 12"OF FREE-DRAINING GRANULAR BACKFILL,FULL HEIGHT OF WALL. PROVIDE CONTROL JOINTS O o' Q BUILDING CODE: 2006 INTERNATIONAL RESIDENTIAL CODE MASONRY CONSTRUCTION IS LIMITED TO SPECIALLY QUALIFIED CONTRACTORS MEETING THE FOLLOWING.MINIMUM REQUIREMENTS: IN RETAINING WALLS AT APPROXIMATELY EQUAL INTERVALS NOT TO EXCEED 25 FEET NOR 3 TIMES THE WALL HEIGHT. PROVIDE EXPANSION -. OCCUPANCY UNIFORMLY DISTRIBUTED LOAD A)SUCCESSFUL COMPLETION OF AT LEAST 3 PREVIOUS PROJECTS THAT UTILIZED"HIGH-LIFT"MASONRY CONSTRUCTION. JOIST AT EVERY FOURTH CONTROL JOINT,UNLESS OTHERWISE INDICATED. CONCENTRATED LOAD DISTRIBUTED LOAD 0 s Q °.° FIRST FLOOR: LL=2,000 LBS LL=SEE CHART ATTICS W/LIMITED STORAGE 20psf B)CONTRACTOR SHALL SUBMIT A DETAILED"HIGH-LIFT" WALL CONSTRUCTION PROCEDURE FOR APPROVAL,INCLUDING THE ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307,NON-HEADED TYPE.PRIOR TO POURING CONCRETE,LEVELING NUTS SHALL BE TIGHTENED a i ts ATTICS W/O STORAGE lOpsf DOCUMENTATION OF ALL PERSONNEL WHO HAVE SUCCESSFULLY BEEN TRAINED IN"HIGH-LIFT"MASONRY CONSTRUCTION". ON EACH SIDE OF THE TEMPLATE TO HOLD THE ANCHOR BOLTS IN PLACE. n. DL=50 PSF DECKS 40psf '• > o ELEVATED FLOOR: LL=2,000 LBS LL=SEE CHART EXTERNAL BALCONIES 60psf PROVIDE REBAR DOWELS FROM FOUNDATIONS TO MATCH VERTICAL REINFORCING SIZE AND SPACING. DOWELS SHALL HAVE STANDARD 90 " a N#3 TIE @80.C. s DL=20 PSF FIRE ESCAPES 40psf DEGREE HOOKS AND LAP WITH THE FIRST LIFT OF REINFORCING. i!r=iI GUARDRAILS&HANDRAILS 200psf o v ROOF LOAD: LL=N/A LL=20 PSF 4 #5 BARS i a► : "-`O GUARDRAIL INFILL COMPONENTS 50psf BOND BEAMS SHALL BE PLACED AT EACH BEARING ELEVATIONS.INTERMEDIATE BOND BEAMS SHALL BE PROVIDED BETWEEN BEARING ELEVATIONS O DL=SEE PLANS DL=25 PSF PASSENGER VEHICLE GARAGES 50psf OR 8'-0"OC.BOND BEAMS SHALL HAVE TWO CONTINUOUS#5 BARS AND SHALL BE FULLY GROUTED.DISCONTINUE ALL HORIZONTAL REINFORCING m COLLATERAL LOAD: SEE PLANS CL=5 PSF ROOMS OTHER THAN SLEEPING ROOMS 40psf AT CONTROL JOINTS EXCEPT FOR HORIZONTAL BOND BEAMS AT REINFORCEMENT AT BEARING ELEVATIONS SHALL BE CONTINUED ACROSS ► ,j co SLEEPING ROOMS 30psf CONTROL JOINTS. ►i--&Z IA-�_4Te� litimmod SNOW LOAD: GROUND SNOW LOAD:Pg=5 PSF STAIRS 40psf 16"SQ CMU PIER WIND LOAD: BASIC WIND SPEED(3-SECOND GUST),V=130 MPH PROVIDE CORNER REINFORCING OF SAME SIZE AND SPACING AS CONTINUOUS REINFORCING AT BOND BEAM INTERSECTIONS.LAP REINFORCING IMPORTANCE FACTOR,Iw= 1.00 ZONE 2 2'-0"MINIMUM. HOOK REINFORCING 12"INTO REINFORCED JAMB WHERE BOND BEAMS ARE INTERRUPTED BY OPENINGS. :: WIND EXPOSURE=B --` I�Ij 0' PROVIDE STANDARD 9 GAUGE WIRE TRUSS HORIZONTAL JOINT REINFORCING AT 16"ON CENTER VERTICAL IN ALL WALLS.WIRE REINFORCING SHALL - - (4)#5 DOWELS INTERNAL PRESSURE COEFFICIENT,GCpi=±0.18 -:= jl 11 CONFORM TO ASTM A 82.UNLESS OTHERWISE NOTE,STOP ALL HORIZONTAL JOINT REINFORCING AT CONTROL JOINTS. COORDINATE BRICK TIE (ENCLOSED BUILDING PER IBC 1609.2&ASCE 7-02) �`/" �, i>I�IA \ BACK REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS. • • ■ " � 2 \ .- ti0 _1 LINTELS OVER DOOR AND WINDOW OPENINGS SHALL BE REINFORCED AS NOTED ON THE PLANS.PROVIDE BOND BEAM WITH TWO CONTINUOUS#5 1 P 44 a ii Cb O COMPONENTS&CLADDING NET PRESSURE: '''��oI4 �-���p` 2 III p� BARS AT WINDOW SILLS.LINTELS AND BOND BEAMS SHALL CONTINUE BEYOND EACH SIDE OF DOOR AND WINDOW OPENINGS 24"MINIMUM. il 1: ROOF 7-27 DEGREES(ZONE E O�F4 20 fr� O�Fg I� ti��� PROVIDE STEEL JOIST AND BEAM BEARING PLATES AND OTHER ACCESSORIES AS INDICATED. PROVIDE 3 COURSES OF SOLIDLY GROUTED CMU : Er I 12" T p=+20.29 PSF,-37.96 PSF(ZONE 1) p=+20.29 PSF,-57.52 PSF(ZONE 2) ZONE 3 BELOW ALL BEAM BEARINGS OVER A WIDTH OF 2'-8"CENTERED ON THE WALL,PER TYPICAL BEAM BEARING DETAILS. a I FINISHED GRADE BELOW p=+20.29 PSF,-88.77 PSF(ZONE 3) Z ZONE 5 _...000;4:''�� t �: I RESIDENCE BY OWNER/G.C. i PROVIDE CMU CONTROL JOINTS AS INDICATED WITH ADDITIONAL JOINTS SUCH THAT THE SPACING BETWEEN JOINTS DOES NOT EXCEED A SPACING z i - - ■ •a =4.OFT WALL(20 SF): WALL(200 SF) GARAGE i OF 3X THE WALL HEIGHT(25 FEET MAXIMUM). WHERE BEAMS OR LINTELS BEAR AT CMU CONTROL JOINTS,OFFSET&LAP THE VERTICAL F Vili-ill- i 1 p=+42.39 PSF,-46.14 PSF(ZONE 4) p=+39.71 PSF,-43.51 PSF(ZONE 4) REINFORCING AS INDICATED.PROVIDE A CONTROL JOINT LAYOUT FOR REVIEW PRIOR TO CONSTURCTION. ao• , 1=3 j I I(-■ ■ 1: p=+42.39 PSF,-55.48 PSF(ZONE 5) p=+39.71 PSF,-50.08 PSF(ZONE 5) HIP ROOF GABLE ROOF 4 . 4 Q 4 THE MASONRY CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY WALL BRACING DURING CONSTRUCTION(SEE"GENERAL STRUCTURAL °.• • c NOTE:DESIGN PRESSURES("DP")RATINGS FOR DOORS&WINDOWS SHALL BE NOTES"). a Y. 4 cn • GREATER THAN OR EQUAL TO THOSE LISTED FOR ZONE 4&5. SEE CHART FOR • + °a a ° I c DESCRIPTION OF ZONE 4&5. REINFORCING SHALL BE TIED IN CENTERLINE OF CELLS,UNLESS NOTED OTHERWISE,AT SPLICES AND HORIZONTAL JOINT REINFORCING. -. . - °- 5 ce SEISMIC LOAD:SEISMIC USE GROUP"I" BRACING OF INTERIOR NON-LOAD BEARING PARTITION WALLS SHALL NOT EXCEED 8'-0"INTERVALS. 0'= x 0 SEISMIC DESIGN CATEGORY"C" -\, 4'-0"SQ. 0 to= 1.00 0 SDS=0.49g (4)#5 BARS TOP&BOTT. CONTINUOUS FTG.BEYOND 9 CO SD1 =0.22g SITE CLASS=D(ASSUMED PER IBC 1615.1.1) P1212 =12"SQUARE CMU PIER A TYPICAL PIER DETAIL 0 BASIC SEISMIC-FORCE-RESISTING SYSTEM: LIGHT FRAME WALLS W/WOOD SHEAR PANELS P1616 =16"SQUARE CMU PIER Mir Scale:3/4"=1-0' a BASE SHEAR:V=0.10 W tII W=EFFECTIVE SEISMIC WEIGHT 38'-0" 10'-0" z 0 ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE / PIER BEYOND 9'-6" 9'-6" 9'-6" 9'-6" FINISHED GRADE BELOW 1=-Ti 11=1 I I I=111-! I#I RESIDENCE BY OWNER/G.C. I I I I- -I i r--- ----L__ ______ SITE PREPARATION NOTES: Z - E�fi NO GEOTECHNICAL REPORT HAS BEEN PROVIDED FOR THE SITE.AS SUCH, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE ao r I=1 I 1=I I I- / T CONDITIONS AT THE SITE ARE AS DESIGNED.THE FOLLOWING GUIDELINES ARE A MINIMUM.UPON THE RECEIPT OF A GEOTECHNICAL REPORT,THE ■ ,I ° Q F..: ���� i•t� ��� P1212 ik4 MORE STRINGENT REQUIREMENTS SHALL GOVERN. - .. ■* -1 ° ° 4 P1616 P1616 I P1616 1 2:616J IP1616 WITHIN AN AREA OF A MINIMUM OF 5 FEET BEYOND THE BUILDING LIMITS, EXCAVATE A MINIMUM OF 4"OF EXISTING SOIL. REMOVE ALL ORGANICS, ••4d 40 44' � PAVEMENT,ROOTS,DEBRIS AND OTHERWISE UNSUITABLE MATERIAL. ' ~ FOOTING BEYOND � ,, , ' THE SURFACE OF THE EXPOSED SUBGRADE SHALL BE INSPECTED BY PROBING OR TESTING TO CHECK FOR POCKETS OF SOFT OR UNSUITABLE (3)#5 BARS CONT. UP1616 ,j w MATERIAL. EXCAVATE UNSUITABLE SOIL AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. /� 2'-O" - a #5 BARS @ 48"O.C. ° _1 Z PROOFROLL THE SURFACE OF THE EXPOSED SUB GRADE WITH A LOADED TANDEM AXLE DUMP TRUCK.REMOVE ALL SOILS WHICH PUMP OR DO NOT I N LL w COMPACT PROPERLY AS DIRECTED BY THE GEOTECHNICAL ENGINEER/TESTING AGENCY. + > U u) Q J FILL ALL EXCAVATED AREAS WITH APPROVED CONTROLLED FILL. PLACE IN 8 INCH LOOSE LIFTS AND COMPACT TO A MINIMUM OF 95%OF THE MAXIMUM T-3" I , 7`-3" I T-3" I T-3" 1 9'-0" 'co c=j ~ DRY DENSITY IN ACCORDANCE WITH ASTM D-698. B TYPICAL GRADE BEAM DETAIL c, W W o F-- � 0 ALL CONTROLLED FILL MATERIAL SHALL BE A SELECTED GRANULAR MATERIAL FREE FROM ALL ORGANICS OR OTHERWISE DELETERIOUS MATERIAL 51.1 SCale:314"=1'-0" -j L. J -1 Q WITH NOT MORE THAN 20%BY WEIGHT PASSING A NO.200 SIEVE(CLASSIFIED AS SC.SM.SP OR BETTER IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM)AND WITH PLASTICITY INDEX NOT EXCEEDING 6%. - F ., ��. •�V ��. �.�4 �.�.4 < O < PROVIDE FIELD DENSITY TESTS FOR EACH 3,000 S.F.OF BUILDING AREA FOR EACH LIFT OF CONTROLLED FILL. cv 4�' _ . ► A -�� 4 I . cv P1616 P1616 1--- P1616 P1616 P1616 uP1616 w z 40 BAR DIA. 40 BAR DIA. DOWEL REINF. L� J Q / -MATCH FOOTING REINF. N W 24"MIN. FLOOR FRAMING BY - Q I- 24 MIN. CORNER REINF. GC/OWNER w J Q O -MATCH FOOTING REINF. �_ ? GENERAL STRUCTURAL NOTES: MASONRY NOTES: FOUNDATION NOTES: THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND THE SPECIFICATIONS.THE MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE"SPECIFICATIONS FOR MASONRY STRUCTURES( ACI 530.1)",LATEST ALL..E-Q. TINGS SH AR ON UNDISTURBED, -M NATURAL So +R COM CAP TE I1-L--C PAS S EsSIG ARtNG CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES,CHASES,HANGERS,INSERTS,ANCHORS, HOLES AND OTHER EDITION PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, DETROIT,MICHIGAN. RESS E O 0 PSF. ALL FOUNDATION EXCAVATIONS SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER I Tf?STING A CY PRi 5.. ` •` °' ., 0 ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. TO POURING FOUNDATION CONCRETE. �,�,>„ ; � : __ HOLLOW LOAD-BEARING MASONRY UNITS SHALL CONFORM TO ASTM C 90,GRADE N-1 AND BE MADE WITH LIGHTWEIGHT AGGREGATE. THE MINIMUM g ` f S arm ;..��b>'u` .:a a kt�ii i di£,.;_: 5.,:::Este �;�....:� '.'-: ',�°>'. �'irR ` (/:>!F'..=� ra su THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK.THE PRISM COMPRESSIVE STRENGTH(Pm)SHALL BE 1,900 PSI AT AN AGE OF 28 DAYS,AS DETERMINED BY THE UNIT STRENGTH METHOD OF ACi 530.1. �OF F90 f:PSF.f k#ALL 8 S I OUNDATION EV PLAN. THESE ATIONS ARE A MAXIMUM AND SHALL BE LOWERED U,;},:. F=• ;: F r ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION AS TO SAFETY PRECAUTIONS AND PROGRAMS. AS REQUIRED TO OBTAIN THE REQUIRED DESIGN BEARING PRESSURE. , a E., '` `s `= `'E _ r rci i.i.4 S4:ixf �.a : tv i"ii.i.i ki<'.'.:. :.ice .nil 6 FILL ALL BOND BEAMS AND REINFORCED CELLS SOLIDLY WITH GROUT. GROUT SHALL CONFORM TO ASTM C 476 AND SHALL OBTAIN A MINIMUM 28 : ' " v.�. - :'x `s �" r n n n i vie,,,,,,,?; r',y,�s�., : s,i ate.';' "'3s f,_ -k'' J:1"'L✓ THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE.THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND DAY COMPRESSIVE STRENGTH OF 3,000 PSI. PLACE GROUT IN 4-0 LOW-LIFT. PROVIDE MIX DESIGN FOR REVIEW. FILL ALL CELLS AND/OR CAVITIES ALL FOUNDATION CONCRETE SHALL OBTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL CONCRETE TO BE PERMANENTLY EXPOSE[ _%•. ry , ',r. <, ,n:...z • . m4�Y n r .f r: ; BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN BELOW GRADE SOLID WITH GROUT. TO WEATHER SHALL BE AIR ENTRAINED TO 5%(±1% WITH AN ADMIXTURE THAT CONFORMS TO ASTM C-260 `'t ._:"'" 't=t#,.-'c:k'= =a :- € � u !:t`.. : '14.x..";S'"n,'- _, r COMPLETED.THE INVESTIGATION, DESIGN SAFETY,ADEQUACY AND INSPECTION OF ERECTION BRACING,SHORING,TEMPORARY SUPPORTS,ETC. �� � ;,i��'.<�+.t�# n,, fV =._q ._,_. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A 615 GRADE 60. SHOP FABRICATE REINFORCING BARS WHICH ARE SHOWN TO BE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301,"SPECIFICATION FOR STRUCTURAL CONCRETE BUILDINGS". HOT, ,;N,_,_ ,, ' ' £' "` HOOKED OR BENT. PROVIDE A MINIMUM LAP OF 42 X BAR DIAMETERS AT ALL SPLICES, UNLESS INDICATED OTHERWISE. WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH AC1 305. COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. `}'°" ' ' _ �� �� tL7 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS,TECHNIQUES AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK THE A SUPERVISION OF THE WORK IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE USE OF MASONRY-CEMENT MORTAR IS STRICTLY PROHIBITED.MORTAR SHALL CONFORM TO ASTM C 270,TYPE S. ALL MORTAR SHALL MEET ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615,GRADE 60. THE"PROPORTION SPECIFICATIONS OF ASTM C 270 AND BE MADE WITH PORTLAND CEMENT/LIME(NON AIR-ENTRAINED). = O1'yt;, WHERE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, AND WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, UNLESS OTHERWISE NOTED,THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: :J: -F ' 'i;t\ SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO APPROVAL BY THE ENGINEER. MORTAR MATERIALS SHALL BE AS FOLLOWS: A) CONCRETE CAST AGAINST&PERMANENTLY EXPOSED TO EARTH: 3" s ° Q ® tit-27-‘6\ ':'; PORTLAND CEMENT: ASTM C 150 TYPE 1 ) �� � E° t is v q vii C�_, # s# F ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER MASONRY CEMENT: ASTM C 91 B) CONCRETE EXPOSED TO WEATHER: .. e706• i ' � ' :? DURING MANUFACTURING,DELIVERY,HANDLING,STORAGE AND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND HYDRATED LIME: ASTM C 207 TYPE S } #6 THROUGH#18 BARS: 2" `q -- i ,° �°"f',i REQUIREMENTS. AGGREGATE: ASTM C 144 #5 BAR,W31 OR D31 BAR&SMALLER: 1 '/2" `� . ,t WATER: CLEAN AND POTABLE LOADING APPLIED TO STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE ALL REINFORCING MARKED CONTINUOUS(CONT.)ON THE PLANS AND DETAILS SHALL BE LAPPED 40 X BAR DIAMETERS AT SPLICES UNLESS . ___ STRUCTURAL MEMBERS.THE LIVE LOADING USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE"DESIGN CRITERIA NOTES".DO NOT UNLESS OTHERWISE INDICATED,ALL WALLS SHALL BE LAID IN RUNNING BOND. OTHERWISE NOTED. APPLY ANY CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE. UNLESS SHOWN OTHERWISE IN WALL DETAILS,PLACE ONE VERTICAL#5 BAR IN FULLY GROUTED CELL AT 48"O.C.MAXIMUM ALONG LENGTH OF NO UNBALANCED BACKFILLING SHALL BE DONE AGAINST FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED AGAINST OVERTURNING,1_°. :y WALLS.VERTICAL BARS TO EXTEND FROM FOOTING DOWEL BAR SPLICE TO TOP OF WALL AND SHALL PENETRATE INTO BOTTOM OF BOND BEAM AT EITHER BY TEMPORARY BRACING OR BY PERMANENT CONSTRUCTION. °.s-i 't„ z° ,sx=, xr ;pr ? •'Nt > sr/n, ;' n :^^,. 4 g; ,,.may sc..,,.. 3 ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS,UNLESS OTHERWISE NOTED. TOP OF WALL OR PARAPET 4"MINIMUM. w �����g� ��€v��s�h����:,._:.�;, ,x,, £; .,,��,��� PRIOR TO COMMENCING ANY FOUNDATION WORK,COORDINATE WORK WITH ANY EXISTING UTILITIES. FOUNDATIONS SHALL BE LOWERED A 4t IN CASE OF DISCREPANCY BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS.DIMENSIONS ON THE ARCHITECTURAL DRAWINGS SHALL ONE VERTICAL#5 BAR IN FULLY GROUTED CELL SHALL BE PLACED AT WALL CORNERS,AT THE ENDS OF WALLS,ON EACH SIDE OF DOOR AND WHERE REQUIRED TO AVOID UTILITIES. �) 4 GOVERN. WINDOW JAMBS,AND ON EACH SIDE OF MASONRY CONTROL JOINTS.VERTICAL BARS TO EXTEND FROM FOOTING DOWEL BAR SPLICE TO TOP OF I N h NN o rn WALL AND SHALL PENETRATE INTO BOTTOM OF BOND BEAM AT TOP OF WALL OR PARAPET 4"MINIMUM. UNLESS OTHERWISE NOTED,THE CENTERLINES OF COLUMN FOUNDATIONS(PILE CAPS)SHALL BE LOCATED ON COLUMN CENTERLINES. $` f z ti) �, STRUCTURAL DESIGN CRITERIA RESIDENTIAL LIVE LOAD CHART O °i N t MASONRY WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"LOW LIFT"OR"HIGH-LIFT"METHOD DESCRIBED IN ACI 530."HIGH-LIFT" ALL RETAINING WALLS SHALL HAVE AT LEAST 12"OF FREE-DRAINING GRANULAR BACKFILL,FULL HEIGHT OF WALL. PROVIDE CONTROL JOINTS -�-)1 v3, BUILDING CODE: 2006 INTERNATIONAL RESIDENTIAL CODE MASONRY CONSTRUCTION IS LIMITED TO SPECIALLY QUALIFIED CONTRACTORS MEETING THE FOLLOWING MINIMUM REQUIREMENTS: IN RETAINING WALLS AT APPROXIMATELY EQUAL INTERVALS NOT TO EXCEED 25 FEET NOR 3 TIMES THE WALL HEIGHT. PROVIDE EXPANSION V Z i o �OCCUPANCY UNIFORMLY DISTRIBUTED LOAD A)SUCCESSFUL COMPLETION OF AT LEAST 3 PREVIOUS PROJECTS THAT UTILIZED"HIGH-LIFT"MASONRY CONSTRUCTION. JOIST AT EVERY FOURTH CONTROL JOINT,UNLESS OTHERWISE INDICATED. �CONCENTRATED LOAD DISTRIBUTED LOAD O W a p FIRST FLOOR: LL=2,000 LBS LL=SEE CHART ATTICS W/LIMITED STORAGE 20psf B)CONTRACTOR SHALL SUBMIT A DETAILED"HIGH-LIFT' WALL CONSTRUCTION PROCEDURE FOR APPROVAL,INCLUDING THE ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307,NON-HEADED TYPE.PRIOR TO POURING CONCRETE,LEVELING NUTS SHALL BE TIGHTENED to I. s 0 DL=50 PSF ATTICS W/O STORAGE 10psf DOCUMENTATION OF ALL PERSONNEL WHO HAVE SUCCESSFULLY BEEN TRAINED IN"HIGH-LIFT"MASONRY CONSTRUCTION". ON EACH SIDE OF THE TEMPLATE TO HOLD THE ANCHOR BOLTS IN PLACE. as ', DECKS 40psf i 'VC" ."") ",", .-.3 M C" C...) ''''' 1 3" '','!- -"" '''''' :3' c.3 . . ,,,, z-,,,iS ",‹ 0 ''',..,'" CD :4 0 -", g,) ,.'"'",'",". 2 m .c2". ,,,,... a .."'"" — -,-- = tl c._"; ""-- '',') c.,i" '-'4,,";' cm." ''''" 0 2 = CD ..... 2 4' -,..,,, ,,,,..; ,..) .-- - ,., on t- •.t.,-,- zr = - kt. .,„,:z ..z Ig ,,,), ..k, cZ, ;IC3 11 'i■) 6" c-..., -0 fro ( :)1,".' ..... L.., 1z ,,,,,:.. '4% 6- •:.:-. 0 .,,-.., ...:z.., g%) = :C',;" m Cr 0 " "'' C. ,-„, , .Z.,` ca .--r, tg) ......0. ,z,.. ; M > co cl. .,t ,..t.i.,.‘o m- to.--m -.4 .-.°' ..,,,, ,,,, ..,,, ,.o.,.. -0 .-- c.„ 0. .,.,4,...71) 0 .•-, 0 g,..3 —0 0-(2 01 z.0 0 41) vt) 0 c 0 0- to- 0 — ..') .°2 ''''' N \--e 0 = ,".3 CD CO C„",,"; - D) 0 " --', E3 =5 c -025O.' ..). z 0''5 'V 0 ''''1 0 < iiir) ri' P.: Ps. '0 n 'N'N, N.^.„. :::::. ...trz "...= FE ,IS. '' 2:irr' ";rr --2 .r,. ' 14t3 .5- 2 tvti , -T.).-'53.---"t!- 1 D .m,"4" ., ,/' ,,- CO 0 Er, ...r. — ..,4 co .7;1 :r3', , ... . ...A. t9 .4. .o -1---...y0 „-... 4-, . , ,..., ." ."-...,0 r.,...'....0 Q....r..7 .-:_? g' t, ;.°1 !-.1., ,4* co , „.„,,„ .„,,..,.. 1)","), —-co tr`.."--') tt..t. 1, )));2 '-- -4. .... .""d1 -.I. c,...c....,:t,t.' ,'D '3 11 6 O'...N = ;■ 4$ CD 0 e'D ,,.,im" m.. - C".: u-m---0-"- 4jr. ow an Ms. ..11 C. o, CO3 = C. -,L.,..._, .... 1 m ca = .c...."1 ,,1 v,,.:, I 1111 f2.0 CD,,,,,4", 2 ,,,,,,",-., i!tel.#1.1111101111mmeasaiiiir -....Amp_itmantir ofeeztwommolOwsesser! „..„ ci) ' I :a •.- ,‘,. „, -”, Ph, "1–, --- iii C) . Z ' , (c) N 14000,..111O1101014 u"-amruluku Ouluoult""- -...0u,mum uualiall110111116NU mows _ , rt" — 1 11* , ......- e ', NNS, I . . 1 - ,.— -' :In -CI c= c) , -- "' 'Z'": "7*' , , ,,":„`.;(,, "."i",i "-"'":7 cl- . 1 .,.„..., m a cl- --..fc ,z,) r4:..:- ----3* ,,,,- ..,..2 a.,:.: ---ri --t --'s - t.ri ri- . I eglia 0 1 ' -, -11 0 1 IIII 1 i, , , 1 ___ .„- .,......, waisommin,- ...: -,...!,,,...,,,,.\- .1.% k4.' 4:1 .. ....,,......,..... . ' , 1 ' ` .^.,/ . .".' c"V" .. 1.',Y 44'',1)' :.,:,/,',,,, tuilum , ,.. ''';' '''Z 0 ,' ' ,',',I6, : - - rii, , _, , „ , c.,),...._ , , ,, ... i I . ..,„?., ''',4 ' ',.*,. V6.,,,,,,,,, --4' 01) I;f ZF'''' Ci) ..,<, . 0 cr , 0 10 C m - K5- :'':`,.:iiii,A 41,"'.,',---' i.10). „ , . rn :c a- > ,-, ,r,10,,,,,a:, -44., i —i ,5,,, (1) ..klv. ,t,);:0,1,:i ,, I - tv,!,...i*,:,,,,A.'„,.. r. • f_.... D f- a, ....., (.0 C: CO 'c' 0 +"%tY.,1,,,--7,,'6. % : tft 1 ' t'",',"A”'",,ikv",4, " rs- .,-, m ..... - J") ....s. "Z. ..... 0 Cr" C--- 0 '''' '' G"). . I''Pr.:0(",':"',"'•"/ ' o t-C±3 C) I ' ';). --:;,..„. 0 c) — ei .. al" t.1 ,„',i''R.,; ',,', ,..., - ',$:::„". , - .....e., tt- ''', ,', )` 1. ' —' ;j"'"- ma, , d' - ' '.. -7, ............ ,. -a a 0 C) .„... (5) ',',',1,,,,t,,,:;':;'...3:;-.:15,..:;,.,,,.. vi, ,p,f,..`,;',.':4,',,, 'r:,:. ' , -Tsi, t-2-- > ni 0 ,4r , ,- , './.', ','•''':', -3 0 .....-.. ni CD r- 0 to' k, w a c„.3 10 fi',),■,. -,-,,,,...0 Orowlopo am for cchornatic MO ord.,Thy aro not IntanrIrd to bp conctruritIon docttrovotc — Attual too 00000 J000mrnto will to pro ekted Ire the cnAreucturer:Ir,:t oansuning engin,":"rs QD 7 .? TNODC VOCOMCNTO Mr Or VCONIC INSTOUNICHTS or INC ANCNINCCI"AND NMIC OCCN POCCARtO 5rtelne00144 ONO 00100Y rox. 4,;..0 1 ' ,,,,.,... E)ate 08.2G 00 Goode Residence fliergbIta NAM)mem Teltr ARC NOY 51fiffAOtt rot 4)6N ON CatiCKTKOJeCT9 ON IN Ofiler.LOCIMONI WITHOUT me rArricirnan Or TM!AlkONtITCY,Itrft,001)C11.04 5T3OCItY rliONOittrO.'TM:FACtintr.t SNAllt NC Ott Mr0 Ott Aurdox AND CO Ott Otlil(Cr. Of'TOCSt LOCOMtNT AKO 5Nfal PSTAIU COMVON LAW.STATOYOkr.ADD()TOM ReSVOrtO RiGt1r9 VNGLIMINO Ott YNFONT. Calvm"411 94X,4,OCOOLOIM *141 ,SOrt&NC - ' A Residence for Parcel Number 4-0005-15-015 ARC1TECTUKAL , .-- I-1 \\ i5UiLDING SYSTEMS . . .. Seventh Street, Tybee Island, GA 31328 ) v ''K) \,'• . " c"V''''-c..\33.3. ' i 16''ACA7 V • " ,,,,..N 0 ,..."4 (6 ,33 3 , ',.'' ' \ .. 3 .3 i;•3' '3 r, f:-,' i -,,, (, .„3,5 ■ • , i : .,A 4 ,,„,,, . ',..-. .. , . 1 ,, . I .-, -'" •'''• .'.. \;,, i k , •;,_ h,, - :.. •A ,,, 0 '"".• •,,,, ,„ tel',, • ...q ,. l''''''' '1 I i I ,,,,,, • ,, ,,„ I . ,/ '1 1 i'3' ! • \ 3, V kw. NIt ', ,,,,' °.. 7 ''' 1 ,• i 1 1 l'' ii 0) ''' ( 1 1 r) .,..."60 V ,---i , • '' ) 74,6____,_ i —„,,..-4---, .,,ss : . :''1:1 :I 1 ' „ .. .,........-1.A. 1 -,,A.,. ,,—,, - ..--4,4 .,,-f.- i V.1 -"i! i ,o---- \ 1 t+ 1 r , I s A y, ' ' 3:0^',',4,r,.T.:;'44-,'..:•,A.".".;,••',7;,.•;.,n;:;;„-;.„;',.• i :.,',;:l.. ..'..*.j . 1 7 1 • 1 '''■.. - „. J ' i 4?"\4:Lt //), *'(<7,..\ ' - ,.'‘'.. i ' .., 4 1 : CP I/ 4:• ("* a t I ' ' .. „ •/ „....• *', : „ $ 1 , .h, c , •''',.. 1 s ' • '' , , 1 n ',1 rt.",,'•,,t,—=,77,.....X.;.;,:,,.....,...'',...,:.,.,'''.'' • , / I .':*-" .1 ' 1 , ..-■ 1 \''',,i` 'is , , , , __ .,,.,. .3 ..,,..... _ _ 1 ., • " 1 ! ‘7 I • l ''' -Z,` 3 ,St.,, • 1 • 11, $ • -. •• , I "t .11 '4/! 4 's ' 'i k.,•$s 4 „ $ , ;,,.. I I ....._ .„.,.... / ti , ,,„. it 1 , 1.,,.\,:,,,,,„ N N) , 1,.. ' ' ,„ .23 .-...,, ‘, , , '' ', 1- i it,,,,' ... ! t ., •• , , ,> 1 1 4,1—Li i ..•e ...;,,,.. ./.---. ,,,.—, c,• ) A t'',:.,• %.."., '':‘ ,,I: ' )i I '',‘ .. ' ')•C.,,,.!:5, la" ..i: e ' ;:::' ■,. 1 1 , , ..,, ', '•:•" , 1‘:• , • i ) • ; !: ) i A 1, • -. 1. — ,,. .,..' '",,,,.• VN,', e. \ • riLm.,,, ! .......,:" b b's,„' ) **".../ • 1:' -: el• : !! ,..,• ee—e,.., ...,,,, .. i ( , \ ,'' ,s, 7" ,t • I A °:''''.0 .,''''...; • 1 , 1 i ? . .; : ..,,`'1, 0 ; ••,;(3', ; ls I 1 i 1, i. ,, ',.'''., , , , ' '• i l' 4N, , • 4 • \ ,:,4 . ,;,......,..........„,-....-*--,...,..,,,,,,...,—,:: 2 1, ,,,,e 3,,,,,, ,to,,,,,,,,,I. '1 ......'.... Os : i 4 , :, , ,,z,,. , : •'.r.r.z....-- 44,,, ' / _f__,, ll ti .,,,..1„,„,,,„ _.,... / i , . „ 1,.. 14 '' 1 f ' g ! , 3' J. —3,7...0 4 1 / ' .'1 1 : t 1 •••ipm,6. )-' 1 i 1 . :I 1 t '''' '.:;•`- >:,:...i, .;-,-,.... •,,,r ';I 1,, , • i , ; 1; P 'j t •',' ;;.i .: 1 ''' ,• j', :. .'...1.:-"' '', $4 ) 3 r / 5 , i '4'":7%, • : ' .,-- i . A , ' i I 1 .,,,, in ,, , -,,..--4 • ', - ,, , • ,-—' $ , , ..--- „, t,,'-.,‘, A ,:, 5 1 : / , „........., I ,r:.• ,, 1 / ; V'■ 1 , 1 s' . • i” :''': : ." •T''''V",..'0 e•,^D :,ly'"),151) 1 1 al • r...„0 '...,, eD ,'''' ..., .r. l' 11 t''',,"''''.,''; / '', '''k .,,U C) 0:11,, V.' ap 2 D ''t c..3o M c,,D ..,,,;;: --, .m. ■ . _ . ; j i ,3, / 33, CD kl' ' .,„.e. j ....,, a , ' lh ',... 4•;;; ,, 1, 3,3,•3,',,,, ,...m ..v 6 a') i I ....'...3 .--=. . . „ . ....„„ t ..3.... ,,,.. 0 .. ,..,,' ,, ,,„.„,„ f,D ..... '''' cm :31-3 e "',,,,,, !!!■1 .`,,;:„,, e i : ) :': •:', CD ..., MI . . . . . f,....i . --,,t.t. . I 72: ' 1-zi- ',..---).() CD ,,,,-4 fliMer timeline's urn For Scherrit4A wilt nob%Thee ere rnet totemic('to be CenSitiktreen enrrennnbr. '..•.., P' 6 ?, .%...,,?, '- Actrini corntruttion docoft-•tmtart4 be provided by the rrinnurnettner and enneuteng engineers. . 0...t) . ,PanangLISISMIrMenaleadaliagerMIN! I SgegniMINEMOMM TEMENIMISIMONSIO TiimSe OCCOMMS llitt 100',Amu 1110141titartrr5 Or TOO Axtrtrrett AI*0 twee 0000 rxerlosto OrrtiriC.44.1.y AND SOLON rat TOO rumor W4112,411,i0It.//try Mte ROT OtttrAti.t TOR Ott 00 0010*rROSIIVIS OA Oi OThrottOCKnO*9 Wrili0Vr me riltitCcr/4104 •-''' °ate-0572G-09— . • Goode Restdence Or Tne/WM/1On igtrottrotmtsot$TRIt11,Y eriOtillitte0,Int Artterteet 3NAtt 110 000000 We AirtitOli AND Tile OWtitt. or most DoOltmexto AMO Matt RM.**CO omow IA*.otivr00,0r.MO ortaic iteseptvro*Am*iwtwoma Ixe corrtitatir., ORNIattOMCiMAt iuIrN Vr • M MEMONSEIONEMIEM MII=SM .... A Residence for Parcel Number 4-0005-15-015 ARCI1 ITECTU i?.,//14,1_ ..i,.. . . . Seventh Street, Tybee Island, GA 31328 DuILDING SYSTEMS ' ' ' .•..'J.. . , ILI - ._. .. - t__, .> -P a..;cid :0 i 1.I U G avi1 W -18'-8" X18'-8" , -10'-0" , 0 b v c 11 / 2 HOUSE FRAMING BY E.O.R. 2"x12 GA. FLAT STRAP 4 RI N s1.o . � s. "X" BRACE °' .d L� SEE PLAN FOR .. a�i c� w JI BEAM SIZES £ 5Y"x16" PSL I I 3Y2"x16" PSL I ( mm._T_ � o E °' 5Y"x16" PSL o U • L ml I ml I r Wito o m Li- r a o 1 I I I e j1f 1-, •'Ai•cn '.. >~ _ W w --- . •"fie SIMPSON H10 CLIPS ® ° Cwt w 'tip <1, w Qi IF v J Z ,, ¢ N Q !— /III {=;i EACH JOIST (TYP.) = ¢ (3) 3/4 4 THRU-BOLTS (TYP. m = N = N ! , ;. EACH END OF EACH BEAM) CD a ® `3: i atuasri. le, LOCATE BEAM UNDER i in il SHEAR WALL ABOVE `�; } 1 ; I # ;il i 3 I: '' 'I'"° (2) 2x6 X-BRACE WITH i; 'fJ 3 (2) %"0 THRU-BOLTS o r� 7"x16" PSL a '" _# 7"x16" PSL = ?; ;; . EACH END (TYP.} co # 1s:, 13: 0 ® STAMP: N i Wig 3s'f i `\tl M 1 i 1£1113## f' P?i. PILE (SEE TYPICAL NOTES) !); Ifs. # F�'`#• s E } f t t -w W { # in: 3 111 I ,ig,,Lu = U J N Q Q ?f t 4 s# 1 0I ce IZ= cc = m al CV #;� ti.n ill £ #i _ _ co' _ :#; 1 STAMP: 2 X cn ( x U) _ . I:a,j : _$ i i f£t}1 .,) Mz 113113##I 1 i k'3ft1 t1 a i f � • � t $ "` ,, I I I I ' z e 1;i {ir l : { F , , I I I I .,1, 11 , 1 J: eD . (6111 3t r t 1 l H A. = 5Y"x16" PSL 1f f� I I " ,f I I M € i)f l 1i 1 tafI #` , 4 5Ya x16 PSL 3Y x16 PSL ;;; ;:31;r t`. ��. mg .4ft �' 3 "X" BRACE a ® 9 . -'-' o € 2 £ - -`3. ' t X t2 =N ;`/ :1 i:i� 3 51.0 f . •'? •-/\v„ ;- \;i A .#', ',i' ` " \"\. �•:,. °` \ >_ �. `. \�\ .' i 1 {i ( -\ \ ,. ... :. F 3Y x16 PSL ;f0/ ,/ .../ `, J# h// / .3/{// / . ..,:. /,\`,/ //,./,�.�,> / /,> . „ />! ./ �f;*,'\`,`.:g��`,,'*� # ;123;1: t:z.\, j,`* f�,���`/',.,,, >..,\.. *>���� '*.,�:',°��.+,, .....,\•\'`*,'�. �' \�,�,��" f # t i'`j i / ' � <. fF F- ',,4,,/,‘,4',.,'./; , # � ;• ,1`f Ii j"\ .-V N\f',\\>'f,/W./ \' \' /\f\;\-- / \>>,\�/\\ I f ip I „\\,..,---\/</./ ;4>..\F 7 NOTES: / f 1 I :,... ; / / !. /i, /... .... E /f ;}## # �' 1. ALL PSL'S TO BE WOLMANIZED TREATED FOR LEVEL 2 SERVICE < z .\.,// r''.,/(i<\/, �j./�� ��`f /�!\f\\\ ? ( I'I # / > M1' C..) U C. .1 sl#\,,+���'':' `\; .�%/ { 1 {.i{ { .'Y.gi 2. ALL X BRACING TO BE PRESSURE TREATED LUMBER 19-1 Z 3. ALL HARDWARE TO BE STAINLESS STEEL OR GALVANIZED 4. KB = KNEE BRAVE. (2) 2x6 S.P. #2 WITH (2) Y4"95 THRU BOLTS o W Lo w EACH END SIMILAR TO X-BRACE i vt=• PILE (SEE TYPICAL NOTES) Mil 1 'REVIEW VI CODE C_'- 1-` ° a vo y et to . has been made ' ld a ilv ! i .: ; '<{1 or code l anc lice. e "`$C""3 >3 ilia a - y Q i s3>{{',sci'3�...' o=ss zg a , .. _ bV4 'I' 1F ag_F>.: 1j { ;t .s g 1 L=4 u mI #,d' �, IFOC ESA ION :PLAN = t� }i r. violate, § %�_ p $ or ��.€ st�;§ $(#3( J`;#. ! t..t- }�' ,:. i, { 111; any applicable s'a� �.G sees or i es% a 8•, 9 .3 3 :11,i..4:1,:=1,( I # } review rend permit ;anouI not b construed g o f I I A1411 t # fa n- I, f# #3 .p11. 1 ! :vi Reviewed B )4 E)ate G to DESIGN CRITERIA: x 4 u , s�.o / _ -o' lF�3 ,.z .. 2 SECTION k 3 4• FLOOR LIVE LOAD 4tg{, v� �m_- ,_._Lt� .IcSjv_u, ° L��.d z 311 v ti-� /J't w.r---,«-�+-+��^.". 4 Yl[Jt°...C! F FLOOR LIVE LOAD = 40 PSF :rr f 7 DECK LIVE LOAD = 50 PSF -:.�4=i•.., 8�( - -n �� � /S ._ r,N_ 4 ROOF LIVE LOAD RT. °_ -)2--� Ismat ROOF LIVE LOAD = 20 PSF °` I'I // /6'3 i-s ra - / -_ .€,6 v_$1-.mo t . 4' rte.'' <i op,,,; #A, (3� ROOF SNOW LOAD / GROUND SNOW LOAD (Pg) = 0 PSF SCI £ trot.,I v ciLti.s ii4 o lab 4,,,,,°. f, R i} � g<g i� lam ,� .i:, L A SOIL k.. _c�av l-`S3 L...t",.:' �. FPM FLAT ROOF SNOW LOAD (P1) = 0 PSF -D, w "p a.U s.� _ =- b SNOW EXPOSURE FACTOR (Ce) = 1.0 o Z 1 b SNOW LOAD IMPORTANCE FACTOR (Is) = 1.0 W THERMAL FACTOR (Ct) = 1.0 W V - W q WIND LOADS A BASIC WIND SPEED = 130 MPH � � {� ffi WIND IMPORTANCE FACTOR Iw = 1 s 3 ': _, -3 — ( T WIND EXPOSURE = C n MT INTERNAL PRESSURE COEFFICIENT (Gcpi) = 10.18 _ } 4"@.i -. 4p, £ I X840$4 44, L T 044 I—il f.. 6 ..t. ":fie _. r N12 41ft ,t <.,. 1"x 1 EARTHQUAKE DESIGN DATA ,` e "' " a pp�� .� SEISMIC IMPORTANCE FACTOR (le) = 1 vi s i s �, . . o SPECTRAL RESPONSE COEFFICIENT (Sds) = 0.49 — P ar o SPECTRAL RESPONSE COEFFICIENT (Sd1) = 0.22 °' °` ' o`;` '_'` `� ' ~ ` $ y .. SITE CLASS .., BASIC SEISMIC FORCE RESISTING SYSTEM = LIGHT FRAMED WALL WITH WOOD ,o ° - .? �D8O c a SHEAR PANELS ON TIMBER FRAMES tr;�, _ n dr i e $� � ,= 1 ° DESIGN BASE SHEAR (V) = PER E.O.R. ° 111 _ N = EQUIVALENT LATERAL FORCE .,, . . E_a _. ris ANALYSIS PROCEDURE t. --- cr )r liD i tl r3 ..�, t-Z � f ° 112, ,. _l .• (b - "i »: p. N 7■40110p. P- FOUNDATION PILING.. E m DRAWING TITLE: 0 1. CLASS B TIMBER PILES SHOULD HAVE A MINIMUM TIP DIMENSION OF 8" AND A MINIMUM BUTT ,. fr t r m �=` } € Q DIMENSION OF 12" MEASURED 3 FEET FROM THE BUTT. > r� $ .,PIfr e� iSS!"Itili i `` 1W .v r f ?1Jn 7 # S w3 tai I1 E1 aCad ';ltLt1 3J�1$IS!!i� ..,$4 :CLz i1�# CI . `V: - Cr) 2. PILES SHOULD BE PRESERVATIVE TREATED TO MEET THE APPLICABLE BUILDING CODES. $a al�i,t it s C i r: . £` A °. . `-, L 0 4 o. 0 n . £k ' ` P. I evve II sI;a=llvtiO i ;!#v Sit.t _tV uC, s.,., k' 4 ' _ 3. MINIMUM JET DRIVEN PILE LOAD CAPACITY OF 15 TON SHALL BE VERIFIED BY THE CONTRACTOR _ � r s= }" s f 3 }. u �T�� 4. FINAL TIP DEPTHS SHALL BE DETERMINED BY THE CONTRACTOR TO ACHEIVE THE REQUIRED CAPACITIES ionew v.t`e _.� _ �¢ -- ' 9 WITH A MINIMUM TIP EMBEDMENT OF 6' WITH 3' OF ANTICIPATED SCOUR. - V '� n_ 5. A FEW INDICATOR PILES SHOULD BE DRIVEN PRIOR TO ORDERING FINAL PILE LENGTHS FOR THE i C PROJECT NO: 100214 8 PROJECT. DRIVE A MINIMUM OF 6' BELOW EXISTING GRADE WITH 3' OF ANTICIPATED SCOUR. ` : _ t " ` � Pd DATE: 5-24-10 x 6. INSTALLATION RECORDS, TO INCLUDE ALL THE PROBE DATA, LOAD TEST RESULTS, AND PRODUCTION Dr. BY: PG PILE DRIVING RECORDS SHOULD BE MAINTAINED BY AN INDEPENDENT ENGINEERING CONSULTING FIRM OR •» DRAWN BY: PG N TESTING LABORATORY. THIS • DRAWING AND ITS CONTENTS ARE: q a ' CHECKED BY: JSK _ NOT FOR CONSTRUCTION SHEET NO N C RELEASED FOR CONSTRUCTION BY ON x (PROJECT MANAGER INITIAL) (DATE) 1 S 1•0 l g roman __. l 1 \ O' 20' 40' 60' � cy3�� Graphic Scale 1 = 20 "'� . t cvz �Of��ds 1 VI \bk - - . .- \ ,,,y I- v O O a I V C' le . �Jb75 04,,,,�. Op FR=6.18 oa. e vg l f) 1 9N\ vo z ENOW OR FORMERLY BUKLY, HENRY M & JO PADGET 4-0015-01-0048 5.17 X 5.32 , �8�._ �- 4. 4 7.9 EDGE OF ASPHALT PAVEMENT 5.24 97 + l "� °�� EVETH STREET 60' RA +5.57 IE(N)=-0.42 JE(S)=-0.22 ° W�; y � i ' JE(E)=038 m W v pZ Zpl g p e lE(W)=038 Wo .¢W � Z Z o Z Y WQ W , I 5.37 .-� Qy, 8"PVCV 2 o:m 4 N v _ I ,6---- _ - -PM 14 4.2 4.71 4.45 -,�� - +5.27 h 4. -4 p - � �/ "`» ±5 74 587 4- 3.08 II;4.1- I 7 110.0o 0' c-- - -� C 3 63 p O 54j / \ 3.80 ( '' 4 BRDGE DITCH F- c,__1 Q „ (3.47 2.69 6.66 24 PLAS-TIC PIPE 1-4 to ° +4.28 1 � 2.81 -2.12 , ~ FR-5.11 p ° N�� ' u. 4.55 i I = . di o rr .ti N 69230" W - 390± � , CMF- -- ,_C�� ., , E�r� __ _ _ , Z >U n °�� � � ,..:/ _. .,5. 5 3 ` 04.92 `i F CM S 69 231 E CMF F^ .. w s ', s s s s s w s s w w s w w w s!� --V •Kw s w ` 5 O / � 14-97 . 3.54 lld DO 5.33 J w w s s = � v at i`Vw 541 , 303 w :- Z'S>_ Z s w w w w s- s ., .4, w s s s s s 4, s s ., w w i w' w �� �w_ s w /� 4, s s .L s - I W L•��E O w D© � /y , 90 � 6 4 3 W ac i w s w w s s w w s s s w w w s s w w w s s s s r1 ;3 72 / ,y s s 4, 4, O Q 6 9.12 4.6 I L; s s s w w w s s w w s w s w w w w s s s s t� ' .66 � 7 �1+2/ w w w 4, w w w */ Z�ar A Z v j (1 T s s w s * s w w s s s s s s s w w w w w s Jr '' w w ' \ ,' '' w s ' s tL 12 p � w s 1 ° � � v w w w s w w w w w s s w s s s w w w w * s to N. ,/ 1 I / w s s � s w s s s NOW OR FORMERLY � ..,t 97r\ r.. ca . .., w W h s s / ' 4 lw w '' N' s s I s I w w BENNISON & CONAWAY, 3 ,OC SALT MARSH 59 7 MARTIN J & LINDA L C7 z Q w s w w s s s w s s w s w 4, w s � s s `��7.-/ 4.66 // s s s w w w w w CLAIMED BY THE STATE OF GEORGIA 4-0005 -15-003A 0 x S y t .1 � 5 r w36 s 3$s w w . s s sti p..s s s '1 ' w w w 4, w w s s s s s s s w s s 'et- o DEPARTMENT OF NATURAL RESOURCES 4.92 ' 75 o II ( I'3 64 s t' --- w \ `-s s S9 w w ss w s s s w w w w s w w - w w s s s w 4, s s w w A,,2. ry, +5 39 1-0.5.5 ACRES LO 6•1111 r c ,`" 47- +4. 3.I w s s s w s w s s s s s w w s w w w w w s s s w s w s s s w w w s s s s s s w s s w s s w s s 1 ll LO 6 6 iw s w w s s s w w w s w s s w w ( s sZ 517 V' \7+3 s $ CED 16 :,' 5.18 * Q 0 o w 42+471 \ »- �" ,,-t,.y 5.r 29 4.59 I 603 s w p 1 Q s s s s s s s w s s s w s w s s ', s s w s 4: ' . 3.23 .08 4, s v ', s s s s s s s w w s s w s s s s w J w s j s s 4,9 ,_;. f + s w s s w s s w s w w w w s w s s s s s J' s s 6Th LO 8 =t,: � , ; Ir,:z£, .1t4i_ IF; 4% st i Il-;; 4.8E w W , . .r. ��r. - .e-r.i .+ r0,�.. .r. �.�..e . amp•..�`. .aim *we off. �.- W :1 CMF � 4.5.15 ' 'i,,.2,14 ry , .�f�-2, IA ,- = ' � " IRF 6942'30" W - 410'± 1 7225 SQ.FT. I ti 7 6 4.89 4.63 0.17 ACRES , i{ ; +3.5 ''� 4J 260 .. Lo N C4 OW OR FORMERLY . ( / HEDRIX ILAM A � 'g_�= / ; 1 Ef C 5.47 _ 5.00 - I si 4-0015-01-025/ 1 IH - / ' w w s 4� [�i j jo 3.15 5.31\ � 1 _ T y 1 NI N PN 1` l t ' 3 [? f BENCHMARK . 'p` LO 4 t�� °: r , R ` _ j. Q� Q\ + j ."."-.4 40& +3.45 NAVD8EL=790 � 80 4.f - »s � iD w w s o + 386 441 /M 8#.36 +3.79s w. �' s ' u te ' r W Z .:, W i':Li. / w w w w w w39+ 522 w w w a , L0 6 ' SALT MARSH JURISDICTION UNE I w /`, s w ' ' w w j / s w w i DELINEATED BY GA DNR CEd 12 -M s0 '',/ 5 '.10 w w * s s 5108 7 s w w $ N o o V 5 LEGEND FIFTH AVENUE s 3 5.6r -0 3&6* w s A/ 1 4'70 w w w sI W "'ft.1 12 UNOPENED 60' R/W 2.75 4.8 "' NOW OR FORMERLY W El CMF CONCRL IL MONUMENT FOUND s w s3 2 )358 MARTIN, JOAN S 0/RF IRON ROD FOUND ` 7 •\� / w w w w APO)k 4-0005-15-013 n ` "i 0 515 .. FIRE HYDRANT W \ . 6.07` pi, ,y Pi ` % ,, * s .1, Q 6 1 O 4 . l\ `+/13 81 \ s w +14.37 s w s s w :1 : 0 POWER POLE ( PM 1. 'ma Q E� c N s s s \ . f s 4, 4, 13 s s s s s rO A., 0 WATER VALE v:"w 1-, PM 10 y Q R Z O N1 s s s s' : w '' w w s s s s '' ® GRATE N ��� f\ z 0.a 2 Z '' 2 s 4+ PM w ���2 w s w w w s w w U41 �+` SANITARY SEWER MANHOLE w ` , �� `' s s w s s s s w s, O `` q,y � 3.16 - 21 - -- CONTOUR UNE ' s w w 4, + s w 4, s NI, w '' s w 4,4 Q _ �09 0)a OHS- OVERHEAD POWER s '' s s w 4 s s s s w w s s w oi*g C r. ce is w s s w s w s s ' w w ', w w set) CX) ejw & II% s s w s s s SALT MARSH s w w w w s `�C r^y tis'" W s s w s w w w w w s w 4, w s w , V y �� �� � 1 s CAIME BY'THE STATOF ORGIA s s t SURPEYOR'$ NOTES ' � [14 1. ELEVATIONS SHOWN ARE BASED ON NAD88 DATUM. THE CONTOUR SIZE OF SYMBOL DOES NOT INDICATE DEPARTMENT OF NATURAL RESOURCES s w '' s w s I Q 29 ACMES INTERVAL IS 1 FOOT. THE SIZE OF THE DRIP UNE/CANOPY UNE w w w 4, s s s s s w s s s s s w Ill STREET ADDRESS: Q 2. ACCORDING TO THE FLOOD INSURANCE RATE MAPS (FIRM), AS PREPARED TREE SIZE s s w s s s s w v w w s w w wt00D0 7TH STREET v_t 1 Q a° BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, THIS PROPERTY LIES (IN INCHES) s s s w w w w s w w w w w w w s ^'r ko tWT`!IN A 100 YEAR FLOOD HAZARD AREA. (COMMUNITY PANEL NO. tiro r _ _ CURRENT ZONING: R-2 13051C-0213-F, EFFECTIVE DATE: 9/26/2008, ZONE AE, BASE FLOOD LOCATION OF TREE LO 14 {IRE N 6942`30° W --- 000' ® ®.., IR ,� o ELEVATION 1 LO) 1 TAX ASSESSOR'S PROPERTY > t�,� �, 3. UTILITIES SHOWN ON THIS SURVEY HAVE BEEN TAKEN FROM ABOVE GROUND, ,....._TREE TYPE IDENTIFICATION NUMBER: 4-0005-15-015 �y "'y READILY VISIBLE STRUCTURES. THIS SURVEYOR MAKES NO WARRANTY OR TOTAL AREA: ±1 ACRE a TREE TYPE ABBREVIATIONS: a GUARANILL AS TO THE LOCATION, EXISTENCE, OR NON-EXISTENCE OF ANY NOW OR FORMERLY (0.19 ACRES UPLAND) BELOWGROUND, NON-VISIBLE UT7UTTES OR STRUCTURES CEO CEDAR STATE OF GEORGIA (±0.8 ACRES SALT MARSH) m 4. THIS PROPERTY IS SUBJECT TO ANY AND ALL MUNICIPLE ZONINGS, LO UVE OAK 4-0005 -15-010 a RESTRICTIONS, SETBACKS, REQUIREMENTS, ECT. PM PALM ec 5. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR PN PINE RESTRICTIONS EITHER RECORDED OR UNRECORDED. PROJECT #: 04022/.00 6. THE PUBLIC RECORDS REFERENCED ON THIS PLAT ARE ONLY USED AND/OR FIELD DATE: 9/25/2009 Q NECESSARY TO THE ESTABLISHMENT OF THE BOUNDARY OF THIS PROPERTY. z THEY ARE NOT AND DO NOT CONSTITUTE A TITLE SEARCH. REFERENCES PLAT DATE: 9/29/2009 7. NO SUBSURFACE OR ENVIRONMENTAL INVESTIGATION OR SURVEYS WERE DRAWN BY: JC.B. w PERFORMED FOR THIS PLAT THEREFORE THIS PLAT DOES NOT REFLECT 1. DEED BOOK 299 W, PAGE 407 CHECKED BY: R A.N. a THE EXISTENCE OR NONEXISTENCE OF WETLANDS, CONTAMINATION, OR 2. PLAT BOOK 35-P, PAGE 13 LAST REVISED 3/16/2010 ° OTHER CONDITIONS WHICH MAY AFFECT THIS PROPERTY. 3. PLAT BOOK G, PAGE 127 TO RELOCATED PROPOSED RESIDENCE SCALE: t'=20' o SHEET: I OF I o i • 0' 20' 40' 60' s,..,' ' v t'1 �� *�3�� Graphic Scale 1" = 20' - - _ _ tt v oo MN = Q W l‘ititi.".;-,,,I,<<"-' "O 06.,Cc1 I °1- oa '` O`` m Oyp FR=6.18 �oQJ~ZO�`W?�ZQ� z EDGE OF ASPHALT PAVEMENT !E(N)=-0.42 Q m���U to z 0 lE(S)=-0.22 �pv'�� �� ��W� NOW OR FORMERLY a, !E(E)=0.38 �,L,_'11--.v W Z�a� p�-� z BUCKLEY, HENRY M JR & JO PADGET 1 SEVENTH STREET 6 0' R/W IE(W)=0.38 W Q Li J Z k o ti a 4 0015 D1-004B ¢,80 oyp 8"PVC ® o u WZe z?�� I PKS m k ' o EDGE OF ASPHALT PAVEMENT I CPM 14 ( 01.,x, F +5.74 � W CONC. y Z c 0 5. 8 53 BRIDGE DITCH 24'PLAST/C PIPE al iTTTau,. .....1 ca 0 a, +4.2s 3.44 - - -- -_._ - - _ vi= lE=2.12 �FR=5.11 rr >,' 2 � 8 ' N 69°42'30'" W 39D't + CMF CMF 8: � ��4.55 110.00'--- 1E=2.31 v o o ° N ___ 4----- /�- �C.7�. S 69'42'30"-E ~ - - - :., Z U 0_ '" a 3.; 5.55 st, J, J, JJ, J, J, J, J, J, J, J' J, 4 J, 4 J, 4.04rLo4 * 044 3.54,,,110.60' , J' J, J, .� °52 S 6942'30" E CMF J, J, w 4, 4 4 4 J' 4/ 4, 4 J, J, +, J, J, 4, 4 w 4 4 D . LO 6� ! '1, * ', 'i, '�, .i, , .�, ' 4.64 W E o f., J, J, J' v, w J. J, w v, w J J w 4 J, w J, 4 4 w PM 10 ,C) L O 6 4 4 3 ! w J, 4 J' w w J, J, J, CMF W N p R4+ k+ 4.60 ' Q v w J v J v v v J J v w w J'� O + v, J, w v, J w v, J' I z j W 1 W ' Ct J w J J V J w w v J w J O y LO 6 6 4 3 / 3.70 w w I o C Q1. '' '' 'I, .,, J, +, ', v, J, ., �, .,, .,, .t, ,v J, J, J, J, .i, w ,n�PM 1.2v v, (0$, :I 0 /4 '' w .i, .i, .i, '' '1' 4, 4, v . NOW OR FORMERLY Z c vdi d. J- w J, J' y J w V J, y J J,SALT MARSH 4 J' J' 4' J, y 3.53+ 5.430 4 4, I ' LO 4 / 4 w 4 ,i, w W J' w .� BENNISON & CONAWAY, rT6 N W N p J' J' J' .L 4, 4, 4, J/ W J' J' 4, J, 4 J, 4 J' J' 4 J' 4 W 4 4 4 J' Z 4.66 / 'L' J' '' J' '' a, .i, J' .L ,�{, MARTIN J & LINDA L F+'� LD Z CLAIMED BY THE STATE OF GEORGIA J W f + / 59.7' v 4-0005 -15-003A 0 a W J/ 4, 4, 4, W v, 4, J' 4- 4, .,, J' J, 4, 4 J, 4 4 J, 4 W W J' J' La J' 3"6'J' W .v ', u, .t, .L J. .V .V Lc 0 DEPARTMENT OF NATURAL RESOURCES o • \ 3.64 +''' +3.67 '' W '' '' `O _t0.5 ACRES 3.69 ci y w .1, .,, .1, .t, .1. w .,, w 4, .,, .,, y, .i, .t, 't, ., ', w ',, W LO 6 4^ ( v, CED 6 --x.. +67 4 18L 4.0't v I / .v .1, J, +, +, .V J, .1, w '' '' .1, w 1, v, .1, .1, '' J, .1, .1, J, .V .V N 'V+3.68 J LO 4 '`.: 4.6 J 46.7 65 1.1, J, J, ., J, .i, J' J, J, J, J, J, J' u, J' .1, v, .1, .1, .1, .1, .1, .1, J +, J .V Z I LO 6 6 + J,3 97 J �.. +3.98 I O Q 3.42+ 4.71 4.73 1+3 CED 16 5.18 d .1, J, .L J' V, .I, J, V, J, J, J, 4, .t, 4 .I, .1, .t, '' .V .I, .I, .I, W+ .l, J/ , J/ J, J' J' W J' J, J' J' J' J' J/ J' J' J' J' J' J' J' J/ J• J' J' J, J' J' J, J. Jr J' ' 50 S R 4. py±y� * 4.36 •1 J, 22 J, J' J' ' J, J, ' J/ J, J, J, ' Ni, J' Jr J, J' J' J' J' W W J, J' •1 6.41 L 0 S 5.1 V•:• (!�, 'Ylif iIIII!■ Y,/ G pQ I , CMFF (IIIIIIIIIItlli�til ihTiI�IIII11I1II1I11 _ 4.81+ :4 5� b 3.05 - - N L..: 69'42'30" W -�- 400't - ( r' !RF 54 7,225 SQ.FT J 3.21 +4.89 4.6¢ 0.17 ACRES = I LO 10 8 8 6 6 +3.5e I IPF t� NOW OR FORMERLY 2 74 2.60 ' ' PROPOSED "1 I HENDRIX, WILLIAM A I 4-0015-01-025 I I II I RESIDENCE /J J a t M''.� • � � � � Qom' [ / • I NP 10 .71 27.6' - E`+ O � � C� BIKE IN 1 RK--''�!� N LO 4 5.81 5.67 D� J o 1 j 'g SPIKE IN 10'PN o 4 6 4�- 97 +3.45 O NAV088 EL=7.90 co 4 M 10 4.15 V 3.86 J + PM 8 3191 J, i �r�/'�+ 3.79 4.14 i1 // w C 1 +. J' J, J' J, J, + +5.22 / J, J, J, L0 6 3.9 / O [ SALT MARSH JURISDICTION LINE W �y DELINEATED BY GA DNR !I CEO 12 PM 40 ,,, J, J, J 4 � J, J, J, LEGEND FIFTH W .. 2 ** 4.10 J J- J, J, /5.08 / 4, J, 58 a �°� U F TH AVENUE J / •v�3.66J, J, J, .v / 4.70,¢ 4, "' W J•I4.83 W q UNOPENED 60' R/W + + NOW OR FORMERLY O CMF CONCRETE MONUMENT FOUND 2.75 LO 10 8 v J, J, J3 2 4, 3''58 J' J' `v @IRF IRON ROD FOUND IRE �• v v IRF MARTIN, JOAN S FIRE HYDRANT 15.v 6.07 +v 5.t / �fRF 4-0005-15-013 W Q N 0 POWER POLE ? 3y�52 \ 3.81 PM 1 M q PM 1 +4437 n `((y1 O J' 4 y \ 1J 3 J, J/ + J, .V 0 WATER VALVE 0• PM 10 0 I '" J' J, J' \ J, J/ J' J, +, +, J' J J/ N GRATE INLET N O N +4.3 J + J J J, J, J J I �'' q � + JPM�' V +5.y OV� N 2.34 O S SANITARY SEWER MANHOLE J' J' J' J J' J, JaJ' J/ W J' J' J J' J JI 3.16 N ^ ti Y 11 CONTOUR LINE J, W J J J + 4 4 4 J J, 4 J +, J' J', 0- - v 09 rn W°HP_ ` OVERHEAD POWER J, w +, , . . , , , , , , ,- w W 5.00 0 AS-BUILT ELEVATION J' J + w +, w + w J44f) '4.3 vC IC, +, J, J J '' J J J J' J' V +, V V •' � SALT MARSH E....4 I •, J, J W J J' J J' J V ' J' J J W .1 O, (\i' > /SUR/EYOR'S NOTES TREE LEGEND CLAIMED BY THE STATE OF GEORGIA W J J G J J J I DEPARTMENT OF NA TURAL RESOURCES �1. ELEVA TIONS SHOWN ARE BASED ON NA VD88 DA TUM. THE CONTOUR SIZE OF SYMBOL DOES NOT INDICA TE INTERVAL IS 1 FOOT. THE SIZE OF THE DRIP LINE/CANOPY LINE w J- J, +, ,v W ., 0.29 ACRESv J, J' 4 .v W 4,) 2. ACCORDING TO THE FLOOD INSURANCE RATE MAPS (FIRM), AS PREPARED TREE SIZE STREET ADDRESS: � L., BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, THIS PROPERTY LIES (IN INCHES) #0000 7TH STREET WITHIN A 100 YEAR FLOOD HAZARD AREA. (COMMUNITY PANEL NO. �v-� r 4, W J/ J, * 4 W 57 / _ _ _ _ _ _ CURRENT ZONING: R-2 E`'y 'W 1 13051C-0213-F, EFFECTIVE DATE: 9/26/2008, ZONE AE, BASE FLOOD LOCATION OF TREE-' LO 14 56 IRF N 6942'30" W 110.00' !RF 3.72 F...J V ELEVATION 11.0) TREE TYPE 4.75 IRF TAX ASSESSOR'S PROPERTY O n/ 3. UTILITIES SHOWN ON THIS SURVEY HAVE BEEN TAKEN FROM ABOVE GROUND, IRF IDENTIFICATION NUMBER: 4-0005-15-015 ` READILY VISIBLE STRUCTURES. THIS SURVEYOR MAKES NO WARRANTY OR TREE TYPE ABBREVIATIONS: TOTAL AREA: ±1 ACRE h•� GUARANTEE AS TO THE LOCATION, EXISTENCE, OR NON-EXISTENCE OF ANY NOW OR FORMERLY (0.19 ACRES UPLAND) BELOWGROUND, NON-VISIBLE UTILITIES OR STRUCTURES. CED CEDAR I 4. THIS PROPERTY IS SUBJECT TO ANY AND ALL MUNICIPLE ZONINGS, STATE OF GEORGIA (1.0.8 ACRES SALT MARSH) LO LIVE OAK 4-0005 -15-010 '' RESTRICTIONS, SETBACKS, REQUIREMENTS, EC T. PM PALM I I 5. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, COVENANTS, OR PN PINE RESTRICTIONS EITHER RECORDED OR UNRECORDED. 6. THE PUBLIC RECORDS REFERENCED ON THIS PLAT ARE ONLY USED AND/OR PROJECT#: 090221.00 NECESSARY TO THE ESTABLISHMENT OF THE BOUNDARY OF THIS PROPERTY. AS-BUILT SURVEY SHOTS TAIS;EN EFBR U.RA Y 18 2011 FIELD DATE: 9/25/2009 THEY ARE NOT AND DO NOT CONSTITUTE A TITLE SEARCH. REFERENCES PLAT DATE: 9/29/2009 7. NO SUBSURFACE OR ENVIRONMENTAL INVESTIGATION OR SURVEYS WERE DRAWN BY: J.C.B. PERFORMED FOR THIS PLAT. THEREFORE THIS PLAT DOES NOT REFLECT 1. DEED BOOK 299 W, PAGE 407 CHECKED BY: R.A.N. THE EXISTENCE OR NONEXISTENCE OF WETLANDS, CONTAMINATION, OR 2. PLAT BOOK 35-P, PAGE 13 LAST REVISED 3/16/2010 OTHER CONDITIONS WHICH MAY AFFECT THIS PROPERTY. 3. PLAT BOOK G, PAGE 127 TO RELOCATED PROPOSED RESIDENCE SCALE: I"=20' SHEET: I OF I