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Home My Public Portal About10-0177 Holcomb a `;- 4yi CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 04-9-2010 PERMIT#: 100177 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 CENTER PL OWNER NAME JAMES&LEE ANN HOLCOMB ADDRESS 39 WASHINGTON AVE CITY,ST,ZIP SAVANNAH GA 31405-2104 PHONE NUMBER CONTRACTOR NAME GREGORY CUSTOM HOMES ADDRESS PO BOX 219 CITY STATE ZIP RINCON GA 31326 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3259 OCCUPANCY TYPE P TOTAL FEES CHARGED $5,498.40 PROPERTY IDENTIFICATION# PROJECT VALUATION $985,900.00 TOTAL BALANCE DUE: $5,498.40 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: • ,y /AA if P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org off e' 1 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 03/08/2012 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#: 100177 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME JAMES & LEE ANN HOLCOMB CONTACT ADDRESS 39 WASHINGTON AVE CONTACT CITY STATE ZIP SAVANNAH GA 31405-2104 PROPERTY ADDRESS 3 CENTER PL APPROVED BY: �. P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org ) 470 4111P' . r I Q.ri , fi 411, 1 (01 H 1 . ree mirirm, 1 ejA a 1 IPPIPP. -- 0 ., ■El IRWW_ 64vt\ed64,4 a r9 V-No-rot ' gall 6 i (Jais' cow, --P-z-v-TeiFir• . e.,p/IA ,- Vriliffigli°11g2 ■ • 1■ 1 ' I., 1 V`'--i------;-.-- -----' -* . -fr'br. • 11., . k • • • cr , • i • _.......,_,.... , ix (AI"Aims.17,- !...t-- "7--- b V 4,„\\ a 'qG V-ZONE CERTIFICATE Building Address 3 Cr ea 4 _ _► Pre-construction As-built ,K GA. 313'14 Owner's Name LI ANA o LceM& Contractor's Name Ca (,.lAtawigL2 ` C1ltCetntt1 [-U4r7r1 146Mf-5 SECTION I: Flood Insurance Rate Map (FIRM)Information Community Panel o 1 t ou%1 Date of Firm Number ¶1ME x5�jNumber3 5 Suffix F FIRM Index 1/14/QS Zone V I 135-Veit SECTION II: Elevation Information NOTE: This V-Zone Certificate does not substitute for an Elevation Certificate 1. Elevation of the Bottom of Lowest Horizontal Structural Member ( ,,7 feet(NGVD) 2. Base Flood Elevation(BFE) _ 16O.e_feet(NGVD) 3. Elevation of Lowest Adjacent Grade 10.$ feet(NGVD) 4. Approximate Depth of Anticipated Scour/Erosion used for Foundation Design s,5. feet(NGVD) 5. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade -T $ feet(NGVD) SECTION III: V-Zone Certification Statement NOTE: This section must be certified by a registered engineer or architect I certify that I have developed or reviewed the structural design, plans, and specifications for construction and that the design and methods of construction to be used are in accordance with accepted standards of practice for meeting the following provisions: • The bottom of the lowest horizontal structural member of the lowest floor(excluding piles and columns)is elevated to or above the BFE;and, • The pile and column foundation and structure attached thereto is anchored to resist flotation,collapse,and lateral movement due to the effects of the wind and water loads acting simultaneously on all building components.Water loading values used are those associated with the base flood. Wind loading values used are those required by the applicable State or local building code, whichever is more restrictive. The potential for scour and erosion at the foundation has been anticipated for conditions associated with the base flood,including wave action. SECTION IV: Breakaway Wall Certification Statement NOTE: This section must be certified by a registered engineer or architect when breakaway walls exceed a design safe loading resistance of 20 pounds per square foot I certify that I have developed or reviewed the structural design, plans, and specifications for construction and that the design and methods of construction to be used for the breakaway walls are in accordance with accepted standards of practice for meeting the following provisions: • Breakaway wall collapse shall result from a water load less than that which would occur during the base flood;and, • The elevated portion of the building and supporting foundation system shall not be subject to collapse, displacement, or other structural damage due to the effects of wind and water loads acting simultaneously on all building components (wind and water loading values to be used are defined in Section III). SECTION V: Certification Signature below certifies: ✓Section I; Section II; ----Section III; —Section IV r Certifier's Name //�cr�iQS /I 'tr' Company Name refill G inter' ' A � STF,)r,0g� '7) 1 No.26676 Title Y"{,S;o7t447 License Number Z� /tP « f P.OFE°S�tJAL � Street Address ,e1.c Ave City,State,Zip X1, 014/1/514, 15c j9 '6 v, es. 4/0114=,=:-- Signaturzr`"�el Date 2/12-21i7--i1– Telephone 103 l T)- r\ r. . ` NONCONVERSION AGREEMENT J 2-O-1- ( l il FOR STRUCTURES IN THE FLOODPLAIN (0-om Building Permit Number /0 — 0177 Address of Property 3 (4 4c/.`. ,c.�.- PIN Li'6D6S D( OO7 py 13 nfIC o ZJ -P �� FIRM Zone VE BFE 1& feet(NAVD) Panel Number ,effective date ?/1.410 $ ` / 1 . Property Owner(s) h /4/0) �/ ✓A el sic' p riy O �CL`rr) Contractor �:� °`' ! In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Is4 d, Georgia, the Property Owner agrees to thiji t following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles,limited storage,or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or,constructed of flood-resistarICZ materials. 3. That mechanical,electrical,or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade,If located in a V-zone,breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That y variatio in construction beyond what is permitted shall co itute a violation and be abatable as such. �c ' - - / 9//9/7 r Sig e of Property Owner Date == 1COt= 4tL. / () ( h Cia2' J FILED FOR RECORD Printed Name of Property Owner 2/16/2012 11:03aii; Signature of Property Owner Date 9 t;l.,et-ior- roux t of C:h.- tha.n County Chatham County, Georgia Printed Name of Property Owner STATE OF GEORGIA COUNTY OF CHATHAM I hereby certify that on this j cl day of �e 0—, , 20 I k , before me, a Notary Public of the State of Georgia, personally appeared 1_<._.e '(I r- r, \--\01c or -A--) ,known to me, or satisfactorily proven to be the person whose name is subscribed to the foregoing instrument, who acknowledged that he/she has executed it for the purposes therein set forth,and that it is his act and deed. In witness whereof,I have set my hand and Notarial Seal. LENORA J BOYER NOTARY PUBLIC NOTARY tt x1IS La t` EFFINGHAM COUNTY (Seat' My Commission expires on tk r\cu, N o k rj STATE OF GEORGIA ! ` ray Commission Expires June 18, 2015 WITNESS SIGNATURE ?:(4.(14"--/bese,'"4--"---Printed Name a • J�- 14, c.-0..,.,(2 1\101-PRI Address 31 0 AIL 41{'+,J A u ytit..o,e, 4f 31(to( sc.* L Note: A Nonconversion Agreement must be used whenever an enclosed structure or portion of a structure is built or substantia . .roved within the 10D year Floodplain below the Base Flood Elevation. A Nonconversion Agreement must satisfy all of the above conditions and requires proper recordation in the land records of Chatham County, Georgia. US_DEPARTMENT of HOLIEIAND sEC JRrry ` ELEVATION CERTIFICATE OMB No_1660-0008 Federal Emergency Management Agency Expires March 31,2012 National Flood ins Program Important Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION I :Flit . _._�-- .- lnslsrarec e.Company Use: Al. Owner's Name Poicy'Number: A2_ Building Street Address(including Apt_.Un t.Stele.and/or ekig.Ito)or P o.Route acrd Box No. T.C6.00itty.:NA1C l�ltiathe(.;' : . _... Cf3 C5t;eR. ('L Rcc 1 �/e 6— I S i—A,rf I A ZIP Code 31 . z€ A3. Property Description(Lot and Block Numbers,Tax Parcel Number.Legal etc.) G� �i / d f= R �2C5v Pi v i;�3 e.p G t= 4..-�S 3 5- � \l�c� Z V @ ,�,ickn►-p A4. Building Use(e.g.,Resideneal,row Milton,Ac etca c I os ri A5_ LaHhdelLongtude:let.113 z° 06.3 ez 3 Long.W a o 5 &S31' Horizontal Datum:0 NAD 1927 tali 1983 A6_ Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 4 A8. For a building with a crawispace or end ):osure(s - A9. For a building with an attached garage: a) Square footage of aawispece or enclosure(s) 34. sq It a) Square footage of attached garage 0 sq it b) No.of permanent flood openings in the oe or b) No.of permanent flood openings In the ails enclosure(s)within 1.0 foot above adjacent grade O' within 10 footabove adjacent grade c) Total net area of flood openings In Aso ,_�sq In c) Total net area of flood openings in A9.b —� sq in d) Engineered flood openings? ['Yes [{ 'io d) Engineered flood openings? 0 Yes y't SECTION B FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 31.NFIP Community Name&Community Number . B2.County Name B3.State 7 3 Xs<Rr-nf-o ! 3 S-) 4 4 ti-A-711.. G£a to 6 I hA B4.Map/Panel Number - B5.SuSix • B6.FIRM Index B7.FIRM Panel B8.Flood 139_Base Flood Elevation(s)(Zone 13 o S 1 G a e ! 4 (—' `e_tr 8 devised Date Zone(s) AO,use base flood depth) --;. . 9-2G-o$ V i L. O B10. Indicate the source of the Base Flood Elevation(BFE)data or base!food depth entered in Item B9. 0 AS Profile E RM Community Determined 0 (Describe) 31 indicate elevation datum used for BFE in Item B8:0 NGVD 1929 GiciAVD 1988 0 Other(Describe) 812. Is the building located In a Coastal Banter Resources System(CSRS)area or Otherwise Protected Area(OPA)? 0 Yes [ 1flo Designation Date i 0 CBRS 0 OPA SECTION C-BUILDING ELEVATION INFORMATION{SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings' 0 Building Under Construction' Gi<ished Construction 'A new Elevation Certificate will be required whenconstnxcton of the building is complete. 02. Elevations-Zones A1-A30.AE.,AN,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA.ARIAS.AR/A1-A30,ARIAH,ARIAO. Complete Items C2_a-h below according to the building diagram spectied;in Item A7. Use the same datum as the BFI:.: Benchmark Utilized L®G et t- 1 Vertical Datum N.4'I fl I`,9 % Conversion/Comments ')[Pt Check the measurement used. a) Top of bottom floor(including basement cralydspaca,or enclosure floor) I M ,�:; 1011 meters(Puerto Rico only) b) Top of the next higher floor 1 Sr • C -: L�--I rasters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) : . "7-C ,::. •0 meters(Puerto Rico only) d) Attached garage(top of slab) i .&. • R feet ❑meters(Puerto Rleo only) e) Lowest elevation of machinery or equipment?servicing the binding , eeet ❑meters(Puerto Rico only) (Describe type of equipment and location inn omments) f) Lowest adjacent(finished)grade next to (LAG) 10. $l eer 0 meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) / 1 . 0 meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including /O _ Z El meters(Puerto Rico only) structural support SECTION 0-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. I certify that the information on this cerOcate represents my best efforts to interpret the data available. ' 0 t d,, k:. I understand that any false statement maybe punlshpble by fine or imprisonment under 18 U.S Code.Section 9001_ �/ �i� t 8 r E R Y e dT"p ®Check here if comments are provided on back of form. Were latitude and longitude Itt Section A provided by a licensed land surveyor? Yes ❑No ,r-e . $ • Ce, rj}}lie Name t, l•�h �.Y License Number 8 8 1: ! er 2 �' r Company Name f ° r (�+�� 4� -, F .(�1v nD S U rZ V e y o Y ! G I✓'i-I T 1.--t E 1•,M l-.'7 1.o cup-I d 4' t Ad rasa State ZIP Cale °� Qvee:anl Rap. SAVpervr)AH 4 fir• .3 )405 ,CleN- N�� Signature ` H Date 10_gt..i 1 Telephone 2..1 0)Zs_.3 s-.2 3 �j FEMA Form 81-31,Mar 09 I See reverse side for continuation. 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 3 CENER PLACE 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, following. FRONT VIEW 10-5-11 - 11 ill _ SIN 1 I"lI •. - " = ,;. .}. ,. ,,. . ��I Fit _.,,... . ® `-- _I -",t 0.11" ,- ,,.,I 1 1111, ill Tjcr , - r - a:..t, \. i REAR VIEW 10-5-11 r t s R# r f �? - / ,` , fit , .M , it s mot , , / . i h't ' 1�.111l1�I.0 7 lI!il111illl llil '11111 � \, ' '' i lr rl l , j rf t ,.t, ,'r 1 , i. r. , vi , 7 f ' j, S I �:� �``0,, City of`, _ .ee Island • Community Developi.ient Dept. ��.* 1 1 Inspection Report mom* \'�" %% 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 �� j;/ INTERNATIONAL � Phone 912.736.4573 ext. 114 • Fax 912,736.9539 CODE COUNCIL MEMBER Permit Igo. C - 0 I -7 ^7 Date Requested J - 1 3 - 1 Z Owner's Name 4 0 C 0 M h Date Needed Gen. Contractor c` egor1 C,�_s--a el, (I `ubcontractor Contact Information O r e i i - ?(3 0 0 Project Address 3 C e e, r 1)1 Scope of Work Vu_ - F Inspector -D. 0"r4 v Date of Inspection 2 • 15-- ( z Inspection -f' L. /Y \A Pass ❑ Fail jgj Fee •DJSe IS Oh Lk OP4)^ -- x pA- e\r JQ4ar 3 �a f Q\ev, c,j • 4-- CplS 0 LI, Sv ri I r1 iP_. Inspection Pass El Fail El Fee 0. I S v U Z h o S D r a,s-R i n C` . L. ✓ 2- 16 -(2_ C \"" Y0-e d r e c Q r" o,. it 0 r\C c)iI V er S 'o r∎ C›),9 re-Q m.�n Inspection Pass El Fail ❑ Fee —1- rf e 5----7 Inspection Pass ❑ Fail ❑ Fee 1 3 Center Place Tybee Island, Georgia 31328 Due to unprotected foam insulation installed in attic, NO STORAGE is allowed in attic . Entry to attic is for service of equipment only. Lee Ann Holcomb, homeowner date • < aL a' 1 CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING FEE DATE ISSUED: 02/13/2012 PERMIT#: 100177 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 CENTER PL OWNER NAME JAMES&LEE ANN HOLCOMB ADDRESS 39 WASHINGTON AVE CITY,ST,ZIP SAVANNAH GA 31405-2104 PHONE NUMBER CONTRACTOR NAME GREGORY CUSTOM HOMES ADDRESS PO BOX 219 CITY STATE ZIP RINCON GA 31326 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3259 OCCUPANCY TYPE P TOTAL FEES CHARGED $5,735.90 PROPERTY IDENTIFICATION# .. n \l/ /,_,\1,`7 PROJECT VALUATION $985,900.00 (� ENGINEERING FEE TOTAL BALANCE DUE: $ 87.50 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: P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftvbee.org Dianne Otto From: Joe Wilson Sent: Monday, February 13, 2012 7:58 AM To: Dianne Otto Cc: Diane Schleicher Subject: RE: FW: compliance letter for 3 center plance 10-4, I concur it is private. From: Dianne Otto Sent: Sunday, February 12, 2012 7:36 PM To: Joe Wilson Cc: Diane Schleicher Subject: FW: FW: compliance letter for 3 center plance Joe, In the email below Downer Davis explains a curb was added along 3 Center Place. I do have that street written on my list of private roads. Please confirm it is a private road and the City does not have issue with the addition of a curb. Thank you, Dianne K. Otto, CFM City of Tybee Island phone 912.786.4573 ext. 136 fax 912.786.9539 From: Downer Davis [mailto:dkdbus(agmail.comj Sent: Friday, February 10, 2012 4:33 PM To: Dianne Otto Subject: Re: FW: compliance letter for 3 center plance Diane, While I accept Mark's letter, I wish to offer a little clarification. There is a drop-off at the rear that is being addressed with a fence. The rear neighbor is the lady with the impressive garden on her side lot. I'm not sure who's fence it is. The stabilization was changed from vegetative to plants with a porous river stone cover. A curb was placed adjacent to the pavement of Center Place. It does prevent the migration of stone onto the pavement. However, I'm not sure if Center Place is Tybee's or private and if permission for an improvement in Center Place was required and if so, obtained. The above is just for clarification and not presented as issues. I'm fine with closing this project out. Downer 1 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE RECEIVED SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOS @BELLSOUTH.NET January 12, 2012 To: Dianne Otto Planning and Zoning Department Tybee Island, Georgia 31328 Re: 3 Center Place Tybee Island, Georgia Dianne, At the owner's request, we have inspected the project referenced above for compliance with the approved plans. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved plans including final stabilization. Thank you for your assistance and please do not hesitate to contact us with questions or comments. Sincerely, Mark Boswell, P.E. 2q - L2- e or`a+ (e d t✓ o �J eu2.7- �, -( � - l2 evy^4iked ZoW City of iyoee Island • Community Develop._ Jrit Dept. V.• :-. IV k% • ,,,-, (s4,,.1 , Inspection Report aim* .........ii 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERNATIONAL Phone 912.786A573 ext. 114 • Fax 912.786.9539 CODE CONCH: / MEMBER Permit No. /0 - 0[77 Date Requested / 7 Owner's Name /-4.1/z-22,-// )/ , Date Needed Ger- Contractor Z%-71-462:2-74-7Z,445--7---24-1 Subcontractor Contact Information .-----7-x-_:4, ef '/. Project Address Scope of Work /1/6-\/ Inspector //`4 Date of inspection ..ctrii Inspection /5/-- Pass ta- Fee Inspection Pass 0 Fail D Fee Inspection Pass Ej Fail 0 Fee Hnspection Pass - Fail 0 Fee 1 , . . - • /kr • SQ. ' .400 • , • • • • ,ropg rf-F4 1-4`"7: 441. • . - * • _ . ... • • • Voo 11 lir . .. .. it .t, , i , .... 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I • r !y ~ K Y • ■ 1 4 9 . j __a tio/#1114,3 firo: • 111fr"b. 11, 11;1: 't` • 4 • • 4,44. .*, ' • o 46 CITY OF TYBEE ISLAND BUILDING PERMIT REINSPECTION FEE DATE ISSUED: 02/01/2012 PERMIT#: 100177 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 CENTER PL OWNER NAME JAMES&LEE ANN HOLCOMB ADDRESS 39 WASHINGTON AVE CITY,ST,ZIP SAVANNAH GA 31405-2104 PHONE NUMBER CONTRACTOR NAME GREGORY CUSTOM HOMES ADDRESS PO BOX 219 CITY STATE ZIP RINCON GA 31326 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3259 OCCUPANCY TYPE P TOTAL FEES CHARGED $5,648.40 PROPERTY IDENTIFICATION# At)"PROJECT VALUATION $985,900.00 °1 /� TOTAL �/ REINSPECTION FEE — BUILDING FINAL BALANCE $ 50.00 DUE: 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 oil 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: /`--I, P.O.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org ,z,;( "`` City of•&,„vee Island • Community DeveloF__ nt Dept. it 4" P/ ' ,ill Inspection Report muss, ,1 el y) 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 i��i RN ra io�i `!„1_�-- Phone 912.786A573 ext. 114 • Fax 912, 66.9539 CODECOUNC,e I MEMBER Permit No. 0 -- 0 I'?1 Date Requested 11 = I 12. Owner's !;dame _ wt� (� Date Needed Z / I I -Z�• rI Gen. Contractor / i�_ ice,-1:-jr.,;-i', Subcontractor -}"U, `a Contact Information C- l , . ' X' Project ddr°ess la=...-- ':_+a I�,aG t� Scope of Work 1\3'X1.1 <7.4---- Inspector I Date of Inspection 2/ ! Inspection p')F - iZ Pass ai fsi Fee ------)- _ --Li- Inspection 11- - k Pass si Fail El Fee vE�s�. Inspection e‹)- - J -- Pass Er Fail ee fa/ \ `/ 56 / Inspection I iJ I,= Pass ❑ Fail �J Ej F --e--- / 11 1 P 6 ,pa_-;-1.4 1 li:ij I,) 1,k.) . 11(–+.---- f- -Arm Z. NG 1, N is z. (� v�J'<[..� ky i ) )i — . j .,- (....,k) :.,-...,,:_.,J. ,...)J .,_• `i-. City of ,bee Island Community Develd(ipwent Dept. rite Inspection Report mial ��, 403 Bute. Ave. . P.O. Box 2749 . Ty bee Island, GA 31328 ,�A11ON #i INTERNATIONAL „\ ,„r% Phone 912.785.4573 ext. 114 , Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. 10 _' O 7'7 Date Requested (2/Zi ) 11 Owner's Name 14-r:-.21(_:e. as12 1-7 Date Needed i7Jz%J I I f Gen. Contractor( , -1 . ;,.f l a-, Subcontractor contact Information i'=; , '-, 1J7(44-- Z---)C-) 1=-177' 5247-J7 e Project Address - C1 - - I - Scope of Work K > 4I inspector —7 K? Date. of Inspection +7 I z/ I) ......\-- Inspection -PI N.V1 i Vv1 Tr2.1-) - Pass 0 Fail* Fee I-3(?) Ni -- 1Z--(34 �-4-e..2 1 1JC.l ociz, ,,p--^ 1 1 .i,,-Yt '--tz� -47 it% 11 V v�, ,)L= 1-reZt Vi 1 t∎7C2L-- (Tz. ✓1:,c- `” rt.,)‘'; . .^',t 01:: am r>. r 011 , 4-�z,cti,,�``�-r'r 4-fe. 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Ai 10,U: .: r k3(...,) s ,,� 18(11'-A , -.) t��a%�= Inspection M-;,)4-( - Pass Fail Fee MiL.) 1 .) 0 4. I`_-ei-11 -1/2---c-:, 1 ,,k„3CJw 13 V4. 16b t 11 r,- lz. ,t v,-), :J TN Result Report P 1 12/27/2011 09:08 Serial No. CM35228060004 TC: 304528 Destination Start Time Time Prints Result Note 8261265 gg12-27 09:07 00:00:28 001/001 OK gg Note MIX:: Doouble-SidedaBinding Directioa,Original: SpecialSoriginal,Forward.DE: F-Code,PC-Fax. Re-TX, 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-Ful1:Memory Full, LOUR:Receiving length Over, POVER:Receiving page Over, FIL:File Error, DC:Decode Error, MDN:MDN Response Error, DSN:DSN Response Error. City of Tybee Island - Community peveloprfient Oept. iiTi�_ Inspection Report = �� \ �" -I- Butler Ave. - Iii.-Cs. Box 2749 - Tybee Island, GA 31328 `��tJ INTERNATIONAL Phone 922-786-4573 ext. 114 - Fax. 912-786_9539 CODE comical:1 MEMBER. Permit No_ /C? -U1`77 ,,,,ate Requested 142-I j , Owner's Name 1-4-0- l/aav✓J b Cpate Needed 1-42 -11 I err- Contractors Subcontractor )mss Contact Infor Er)ation 4+ -- i:72<. 824--IZlf� Project Address 3 eliP.,- Scope of Woric I1/4.N7F.0-3 S ' Inspector --7/1 � ate ur Inspection /Z/1Z.'7) Inspec`tio'n 1Ca,_�1 1)-Ii - 1-) - Pass n / Falb.� Fee t30 t.-k-t- ,� -�4v 1,=C1.�4_ 6.7i- ar70-1-• I....v.4-m..=1 -L.. -al IE.---C+.Ivr o,.� • -rre ,,�4a4. v tit lac 4—rr.o rz ar- .�a..s.>= +FZ.n�.,.ta co ��+.. 1.a G� .fic�a,Er�cYrz e� I�7�sL, -i-�a,r.s..a-, ...- rf. r+E o1P o>,R�VEIL ,441:C -- .�-Z '12A-r�Y ;.-Irx�/a i.)O+"izJ NJ,i LETZ�sr•�J +sue.' • biz+! 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I. 7 - c ►1\\ ..j • \, City of T. ee Island • Community Develop, nt Dept. ��j- Inspection Report wawa�' / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 s18�Mi I f;" CODE COUNCIL` Phone 912.786A573 ext. 114 • Fax 912.x86.9539 MEMBER Permit No _ /0 - Orr? Date Requested 12/24 I Owner's Name L 1 1 Date Needed IZf 22/i I Gen. Contractor Cyr -t%rvitE6 Cu .-orr, Subcontractor Contact Information 4- 1 ? f Z/o-12.4s' Project Address -k 3 ,4E _ Scope of Work OrA. 3 6 Inspector ''f)al Q ate of Inspection liV11) Inspection FI 4A-[ 64tfz0 - Pass ® Fail N Fee 40 114 l I /-6:7. t ocl Jl . 1- ,)0-6 II 44, - +4& buoo oG recz4'1,00.4e, U Q tttC4.Rio? di= +4ov52. 'i"' zM 11414 et j A-fG i,tl it a E a rill° ''F 149 1.15/—. Dt1G.4- F'oZ �?A- 4... D 40 iZJ tJ, -1-tsc�rrh,.�a9�{rE.S 1 Inspection 'FI L5A4 Pi Vrh a .. Pass El Fall � Fee OD 11 : . `o n�Glocia ,� 404" c,M1, --its f£ d • 1, 7 N �� 1 07-001 Pe i-lartivrirez A+' s4 z- 4),sit I ocP4ic/as -gets-oozed) ? •ol91De rfEN'Ip, l I Wlg-j7 r7f,1/ic.IT Q 401 Inspection Fria I (31d6 - Pass rl Fail ■• Fee 130 Rov,PPE. lAietcki-k,zs-tizt p to gac,Jitz,orz DooRS 7200 IDC TAX-41W)o c2 dooZ, 1,1412D144120. volei1 ZC w►►S.5)• & Vres+Z-la si co c1-bl►i.1G 1 i•f s riz f7 s 4v l i 1 s • caae4- .1 5� RdTz �/C LI�rE. V lrt. tieir 7- .0. A�llt�vU S � aIS,,1 /, Inspection �= i.�Ai - Zvri �► Pass Fail i, Fee p Z t n7cL)C14 la 04. 0b� [i e ,4 -d �� .*°1,,,.)► aG . oo11)is 'DaD .re, ... .-",r GAS l',4�s "GO 1 1, 7. d "``�\ City of 7 ee Island • Community DeveloI 1nent Dept. P�=� eS 'n3°r ri�� 15-4 ; Inspection Report :e�'e, Vii, r 4,13 Butfier Ave. • P.O. Sox 2749 • Tybee Island, GA 31328 INTERNATIONAL ''�«.,,_,�• Phone 912 786.4573 ext. 114 . Fax 912,786.9539 CODECOUNCIL MEMBER Permit No. 10 -01 -.2 J Date Requested 1 ? /f I i I Owner's Name ;-L .iii1D sate • eeded ' 24 /i r Gen. Contractor G..---s�irGr _ i;--4,..r 7e Subcontractor / 4,07....0_,,__ /rte a� 7 Contact Information 1.._. .58‘,14-, c L a / Project Address Z 7 1. /7/ z. Scope of Work /�41.7-1..43 mil= 1 r Inspector ��// Date of Inspection - / / i t Inspection TE- I- - IL. Pass ati Fee 1\ 0 1-"C-- IA) 1 \ i c\s} -51-)r-b::::+ 13:_}r --)/ ,--CS _..).; -_-__. — _)-) 1 Inspection Pass El Fail D Fee Inspection Pass [ J Fail ; Fee Inspection Pass ❑ Faii D Fee f !�j . City of Tyree Island • Community Developiient Dept. lum% "' y Inspection Report mum* q`' ii r, 403 Butter Ave. . P.D. Box 2749 . Tyree Island, GA 31328 INTERNATIONAL.-- ' Phone 912.7.6.4573 ext. 114 . Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. _ 10 - O r? .7 Date Requested / ,/ -7 i1 Owner's Name -i--17.-.340/ )34_,.) Date Needed l— `� '1 Gen. Contractor i Subcontractor ,M�)(, qtr ti Tz1 :11-I�, Contact .k formation lGfC-C..7 4-T" L , - Project Address ._, ! ,3-. - i.. Scope of Work L)�7-c-w Inspector / l3 �) Date of Inspection �2! JitI Ins!ection F-..- (- !Pass ,� Fast Fe _ (� I �Vim, v ! tl, � ,t1,� L. , 1\ }-%'-Z-Z)0 I i:r F--11 C^L E 71, ) t ss) (C.. r----c)74 { 1'fraL--1-1 • � \\ Ip. 'l , D � ,; Wiz. ��c si:-1,4 4. liacc, s ,,,,� Inspection Pass 0 Fail ❑ Fee i , \\F.-) inspection Pass El Fail El Fee Inspection Pass 0 Fail ❑ Fee l )---r-6 L-. V 1----ti/-1--1 V1 1,..;_ _ (147 LA , 3` CITY OF TYBEE ISLAND VIOLATION NOTICE On bq / D(0 / 20t), (location) 3 Uen4er ?lace) was found to be in violation of the Land Development Code of the City of Tybee Island, Georgia — Article 15, Soil Erosion and Sedimentation Control, and/or Article 16, Stormwater Management. Description of Violation(s): _❑ Illicit discharge Grading/filling without permit 0 Inadequate erosion/sedimentation controls n Buffer disturbance ❑ Improperly functioning stormwater quality and or quantity structure ❑ Failure to follow approved plans ❑ Working without a permit or under an expired or revoked permit 1 1 Other tt II Civil penalty amount (assessed to the responsible party named below): +o bQ Li etery, ;r12d I This amount must be remitted to the City of Tybee Island by / / . Stop Work Order: ❑ If checked, you are hereby ORDERED to STOP ALL WORK on this project until the violation(s) is/are remedied and remediation is approved by the City of Tybee Island. PQ^d 'n 3 Work or remediation ordered to comply with the City of Tybee Island code: ❑ Stop illicit discharge immediately. ❑ Provide incident report and spill/pollution prevention plan by / / . ❑ Remediate/remove discharge material or sediment from street/inlet/buffer/drainage system/etc. by_ I ❑ S_ ubmjt plans for buffer restoration to the City of Tybee Island by / / . [X 1/r e p a i r erosion controls by[)q /0 9 /20 I t , ❑ Submit detailed grading and drainage plans to the City of Tybee Island by / / ❑ Build or repair stormwater infrastructure to specifications shown on plans by / / . 7 Repair and maintain stormwater quality and/or quantity structures per Stormwater Management ordinance by /mil \ I Other (specify) C! 2a_n O..v' f ecn.ove 50; l Oro ln� (�d �a cen-N+ '� C�lie I ,.1 1 Comments: -C rave A S v r -Pa c es , rack 45 o -P d;r1 on -I-o Bu4-Ier Ave_nlIue_ lm v54- 0 ea‘ ) ct` Par,sl (s <4e 5v ^� no- ,};e 04 \no\ctA-c,on ( hn m e .cz. e�y earl ;er -k . Violations must be corrected by 09 / Oef /2Df) . ca Y Name of person notified l'ed�1 r9 \arcl o g rem Reinspection Date DCV OCl2 Q ( I IMPORTANT: PENALTIES FOR FAILING TO CORRECT VIOLATIONS The above information explains the violation(s) which must be corrected by the reinspection date. If you have not corrected the violations(s) by the reinspection date, a subpoena may be issued for you to appear in Court. Subsequent violation(s) may result in a subpoena to Court. If you fail to comply with City ordinances, a maximum penalty of a $2,500 fine for each violation may be imposed. Each day during which violation or failure or refusal to compl continues shall be a separate violation. /� Inspector's Name / f / Date "I tP - 2 10whQr-1 a s Reinspected by 1,---1/ � Gii47�C— Date 7/,y7/ For additional information call(91 ) 786-4573, extension 107. P _ City of'I 7 Jee Island • Community Develop._...!nt Dept. wok \kt: jiyi 403 B Inspection Report utler Ave. • P.D. Box 2749 • Tybee Island, GA 31328 um- montli Millallw.-- ■■■=sali INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL! / MEMBER / Permit No, ) 0 -01 -/ Date R.eauested ,e1Z2 J/ •wner's Name 4-7(...DL4' )I I 1 7:7 Date Needed / Gen. Contractor Z -_;<:7-. 7* . '----V5-z-vvi Subcontractor Contact Information Project Address -II .7, __.. Scope of Work ,A) ,,,r..-.) -5?-- i 121 / Inspector 1/7 Date of Inspection 1-4 / Inspection /42.51-4-' ii-/--aa---b/2.-'-j-4,4-7.-Pa ss . ED Fee Inspection Pass D Fa K 0 Fee Inspection Pass El Fail El Fee Inspection Pass Fail ri Fee L__I Mar 22 11 03: 21p Richard Black 912-238-3624 p. 2 ENDRE ENGINEERING, LLC' Civil&Structural Engineering 4930 Rivers Avenue N.Charleston,SC 29406 Phone(843)308-0800 Fax (843)308-0806 February 21,2011 Richard Black R.N. Black Associates, lncorprated 417 East 53rd Street Savannah,GA 31405 Subject #3 Center Place,Tybee Island GA Mr.Black: We performed a structural inspection of the above mentioned property during construction. See below a checklist to verify compliance with our framing,shearwall and foundation plans: Wall Construction ✓ Simpson CS16 coil strap at headers and corners ✓ Thickness of Plywood or OSB Sheathing ✓ Nail Size and Spacing ✓ Nail Penetration ✓ Headers,jack and king stud sizes at framed openings Floor Joists Construction ✓ Layout,sizes and spans ✓ Check for over-notching and boring ✓ Bearing of joists to beams or walls ✓ Thickness of Plywood or OSB Subfloor Sheathing ✓ Nail Size and Spacing ✓ Nail Penetration Roof Construction ✓ Layout,sizes and spans ✓ Rafter sizes ✓ Rafter lies ✓ Thickness of Plywood or OSB Sheathing ✓ Nail Size and Spacing ✓ Nail Penetration ✓ Check for over-notching and boring Shearwall and Hoiddovm Construction ✓ Shearwall location and length ✓ Thickness of Plywood or OSB Sheathing ✓ Nail Size and Spacing ✓ Nail Penetration 0 - •-■ ,,a,,,,,,'#4`..E'0°P','''''' -' 144.-4";,„.,,,,,P .fx544:' A..,,.,,,..g,,,etz:-,4414,‘--.,, 5 . , ..0,..,,,, .,,?„,..,t1,, co, po 40 ,,,v••,,:. --. - - -- -f,::,..-„.,04,''.4 .,_,'- ie rgra%rig rt.> .06.- gyt ii 40Pr, ,, op* ,..„, "'%4›,ve_45.:,/ -''. 'Av&'a ,-; :4-: "Inte C till ill CI,I 4:30 0 I(19 s I in c , Ar MI " ''::;.• -'----- [ I i --) : ( r1, r n- i7 - c ( Spray 1 .. c) 7 ri and C D a ti r c s , Date: 3 /z1h1 1 1 Project Name: /1 0 L CQM g (Le S . General Contractor: C.-I12-EC-1 1-4p,re..3 t62-tEE Lot No. Address: 3 C c iv 7-6n- Purc c T 1/4/IEE t5 LA-xAb, C, A Spray Foam Specifications: Type Foam Depth Installed Project/Sales Mgr.: D Pc-t'.N-y Attic/Roof Deck j Gy ME 1,-1 C Lb- -S S- S. Svl 12-2.0 Phone No.: en2.- 59- 42- o OPE---ni CEL.L._. Notes: Walls IC`-/NE7s-te MO- C-2.0 2 - 0,....., I S ci-cseD (- -- . Crawl IC•ti.(Cts,1 - Lb -C.-So N 0 Pew cc-LL .--, cA r-- Other(list) N .--, 0 %CI N-Eliiitt‘ . a ,,,,,,:iAL K:NG,,-ie -7,:. :-.,:• -.s.,,d.,ce :sc:,,,;),', . .--1 ' ■ -.• „ .--I tr." '1'A■ V, , "'I• - 912-721-2001 or 866-924-2001 „ . . „....010. 4 14 www.envirofoamtech.com E-1 WWW•i cyn en e.c o m .04 ---,. N i %VI e•D . Vre N , --. M o 03/22/2011 TUE 11: 10 FAX 912 721 2002 2001/002 FAX COVERSHEET E flu"ra •IreCtirtallogieso Jric High Pcrformancc Spray Foam and Coatings To: ia A.. 0,12,0 From: DA-7\1) U)(24A-Er Fax: 0 1 ? 86,2_ Pages: Phone: Date: C..? ? /) Re: : cc: Comments: N F 0 (2_ (--fo c_ )2_EE t 6e_ E t N - Esci -70 ,i73(*X 631 Po*fler, GA 31322 13 OC industrial *rive Savannah, GA 31405 Phone: 912.721.2001 Fax: 912.721.2002 www.envirofoaratech.com 'x FE i `�tuoxmeo``S CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER EXCHANGE DATE ISSUED: 06/23/2011 PERMIT#: 100177 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 3 CENTER PL OWNER NAME JAMES&LEE ANN HOLCOMB ADDRESS 39 WASHINGTON AVE CITY,ST,ZIP SAVANNAH GA 31405-2104 PHONE NUMBER CONTRACTOR NAME GREGORY CUSTOM HOMES ADDRESS PO BOX 219 CITY STATE ZIP RINCON GA 31326 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 3259 OCCUPANCY TYPE P TOTAL FEES CHARGED $5,598.40 PROPERTY IDENTIFICATION# PROJECT VALUATION $985,900.00 EXCHANGE 3/4-INCH WATER METER TOTAL BALANCE DUE: $0.00 FOR 1-INCH WATER METER 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: <h4AI ! a1. . P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.eityoftybee.org 1' . ,; I V ti,i/ City of 1 ,Jee Island • Community Develop._ ant Dept. tr§. t Inspection Report V i 403 But!er Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 , :1213k imonalk 131.""•..armi INTERNATIONAL CODE COUNCIL' MEMBER Pern-fit No. /4-) - 47/77 Date Readested , / / Owners Name ,--`--,f0/!Dii/i-5 Date Needed Cen- Contractor Zeeic-PE:*=7- ("_-4/fr41, Subcontractor 1v ,}/1 7 Contact Information Project Address Scope of Work Aifit-ti rr.` ? Inspector 1/1 Date of Inspection =, --- :7 ,, Inspection ---,- -,:r,./-,-, cv.z.: — Pass s / ..)-6 I El Fee Inspection Pass D Fail 0 Fee Inspectior; Pass Y'1 Fa 0 Fee ji Inspection Pass ri Fail 0 Fee LA 7 TN Result Report P 1 06/16/2011 10:45 Serial No. CM35220060004 TC: 261348 Destination Start Time Time Prints Result Note Georgia Power gg06-16 10:44 00:00:36 001/001 OK -g Note MIX:: Doubylye-SidedaBindingADirection,Original: SpecialSorigginal,Forward,F-code, RTX: Re-TX. ILV: Relay. MBX:FConfidential. BUL: Bulletin. SIP: SIP Fax. IPADR: IP Address 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, LOVR: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 - - _ _ _ FAX TO: Lyan Brennan 9? a7 Phone 912 ane-44,1 3a+t- tm 2 S- 1(=) - ` Location Address: 3 C e n i a[- `I - 'e I-cot# Release Date: oi�p wo T yp e of Release: Tem ora ry Perma id et Subd Name: Electrician: _ ',Vat( C_ _ �2G Electrician Pone Number_t /2) e v'T/ , OwnerB�der: r e g o cam{ a., nrs rv.a S Pbone Number:C q s Z� VP-2 Cp-3?1 ) 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 Sobel Name_ Electrician: Electrician Phone Number: Owner/Bnilder: Phone Number: *� F �� F N.:.,-,01 w,,,,.... ,. RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR . FAX TO: Lynn Brennan 937 Phone 912 Ei$orq:a iloucr• 3040- 2coyS® goer,- '0 0Q- 1 3o$- 2(025- to - 0111 Location Address: 3 C 2.n 4 e r T I . Lot# Release Date:LP 45— /Type of Release: Temporary V Pe n ma� ilet�o Subd Name: Electrician: ( 14 /ki ;f e /, E/eG . Electrician Phone Number ( /2) '/ Owner/Builder: Q r e U g O c �J S i-o rn ro ry ,S Phone Number:(q‘2) 726-37 t Cam) 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: f csr ,, City of 'bee Island • Community Devele lent Dept. NM ?'' Ins pection Report =i� 1! 403 Butler Ave. • P.O. Box 2749 • Tybee Island GA 31328 �� INTERNATIONAL °T,„,,,,,, Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. ( C) - 0 I 1 / Date Requested 0 . 2. ' I Owner's Name ?Lh /6 0,41 L Date Needed LO - 3- 11 Gen. 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PLAN - .sr........ ...........•■■•••• •................................„.............m+■.... it C�J._ - s �� —. �ti 11 1�a k in Claset —N , Laundry Rm i ;1 - _ 1,M ;tad ►�'-'% i i_ ,,if; 4- a 0, IIL.� . .. =0 Own - r'as B ,11111r-b-z 4 III; r 1,`, 4-2 r -10 , C) leo ' 0--- I I Per saWiller r :!! .., n 1't1 Pa Q P-r-P-Ap w iJ j Si p r 1-f / Q Tug_ G k r c r CJ(96 q 1 at o i,s Iois 33"G3,4Q $' 9% , ;, 5"3l8 5-.5 5- 101/4 t " u. �� O b i ` �1Op ct= i�St›E -T`liP-• (LOOM • �1-o'� l2-4 �i2 f 21.-8 is Y4 2- I2 II-i / 49'"" 31411 1/11-'1 (5D c.or-),-,E.c-r 49,-.7 Wid-crS P-(5"en-- COND FLOOR. PLAN - i �, `�'° City of Island • Community Develo _ 4nt Dept. iii►\ °F K • y Inspection Report Ca p \'\` }l 4 3 Butler Ave. • P.O. Box 2749 . Tybee Island, GA 31328 INTEP,NATIDNRL ��^1191V Phone 91 ..786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL' MEMBER Permit No. j D -j Li 77 Date Requested �. rl i Owner's Name 1-1....)k._4:3: - I b bate Needed l (�;>�1 r Gen. Contractor 7_... ..-,--,..e......)(---,,- 1--ki/4/23 Subcontractor Contact Inforrnation L_ ! }: _ -I DA,� - 5(-1-' ': Project Address - ) C-%�I .--rte P/- C ..... Scope of Work '(.&) SF-- Inspector '�f I Date of Inspection '� - = /'7 Inspection (0v% « i - Pass 0 Fail 0 Fee Inspection Pass Fail D Fee Inspection Pass 0 Fail 0 Fee Inspection Pass D Fall D Fee i'L City of iee Island •• Community Develo ent Dept. ��`w IInspection Report Nu" a.r s `. z_/, 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ��-�� `� � y � INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 1 D a 017% Date Requested '// 4 2/' Owner's Name i-V,)//ice Date Needed Gen. Contractor c );. ..,, 7720't S Subcontractor Contact Information _... L-.. ' /V - d!-,j Project Address .� - /-1C,,.,%. `I Scope of Work IA) �/ / Inspector / 6' Date of Inspection R'i' Z=� f l Inspection / . ?�0%7(\ - Pass NI P Fail 0 Fee a•J 7 ,eta%,4 0- > Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ^l6tE \ t\1\� st ray City o /bee Island • Community Develc Went Dept. ��■/`= Inspection Report ��_ '/i 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 maw \; INTERNATIONAL `awn Phone 912.786.4573 ext. 114 • Fax 912.786.9539 / CODE COUNCIL" MEMBER Permit No. /1�J- / '2/ Date Requested '_ r/ Owner's Name / ,1 Date Needed �,L/ //(I f l Gen. Contractor _ -1 /`j « f.�_x/,,° Subcontractor Contact Information /' - / ply Project Address , f . J . 6 /-- . Scope of Work !{)F-44.,u _f f Inspector `) /di Date of Inspection �1.- 77 ,/7/ Inspection ,__Ec-, / Pass 0 Fail 0 Fee ::,.. 7 t 3? 1 -Rif(L)J)Tzt---7- Li_0( eby Inspection Pass 0 Fail ❑ Fee Inspection Pass 0 Fail ® Fee Inspection Pass ❑ Fail 0 Fee City of Ty _e Island - Community Developr t Dept. raw% Inspection Report Romik mom. 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 ----mg NTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIC MEMBER / Permit No. i 0 - Di '7`) Date Requested _ _ , 1 t_ Owner's Name k-leel)17,-), 1 ii -) Date Needed ,..-:-.._..7 Gen. Contractor /-7-14-a-,077,_ 4)ir;4"; Subcontractor i Contact Information fe-;;'-r- c:52(-1/V Project Address r . ' ,._ _ ," 5: -7 Scope of Work i'Y \) <I:- Inspector 1 1 q / --,-, - / /1 Date of Inspection /Z) // i_....__ Inspection 14' I I / LI - K. Pass II \Fail 0 Fee ,.. /- 14 ‘ Inspection 1--C-70(1 - Ef Pass 0 4"r1 Fee L-J „7 .,Witt) Inspection 1 r>,-V,, }IA-kb/3 . Pass 121" Fail 0 Fee ' , i f ' &‘S • etr-L r eV),. ""d ( /s Inspection Pass 0 Fail 0 Fee c--4"- 665F-) L)i 6----1 '\-.)c.,-,•i 1 , Z--0 pi';if> • - - 6, ), 1 ) i 77.1 c\)0 .- -----V Dianne Otto From: Greg Hardigree [greghardigree @gchbuilder.com] Sent: Tuesday, March 15, 2011 2:40 PM To: Dianne Otto Subject: 3 Cneter Place Attachments: 3 Center Place-Window design ratings.pdf; ENGR LETTER HOLCOMBE_1.pdf Ray, Attached you will find a letter from the engineer for the project and well as a letter from the product engineering department for Windsor Windows. Let me know if you need any additional information. Thanks, Greg Hardigree President Gregory Custom Homes 1 I I =-1 k. 4 AI -MTV GT1N4 F.I N.G. LLG. Civil& Structural Engineering 43C r"s+aes *,venue. N Charleston,SC 29406 Phurie(843.KO-OiLUD Pak (6/2)3C6-0 i March 5,2011 R.N.Blaei<Associates,Inc. 417 East 53id Street Savannah GA 314111, Subject#3 Center P ace,Tyber •,,,land EMPIRE•.Ii it: CC)'-x)95 M- PIark n regards 1c the above mentioned project; it is ou-opinion the all-thread -holdar::ro.i may be replaced' :r m the 3r8" diameter Q.iick Tie cable system. The wisting layel.t and loc a ons for the nolddowns remain the same. This sole purpcsc=of this letter is to aCdress 1: a'.xementoned items and does not co•c rr itself w:tr.any other structurat, rneche.nical. arch:,:t.'"al, p:umbin", cr other disciplines and trades rc: mirk-.tied. If yce_have any cues^ons, plea.'do rot nesite-Iz tc cal; .4.--.ap-re;.;ate the opportunity to work with ;!i it company =_nd look foward to worV:.^,c wth you=lC In it die fakirs. ,acereiy, T-MP:RE ENG;,:EERING.LC Thomass M.Durante, P.E. n = ti.' 0-Nr,n-onc..t..7- 5uuesu■6u3 e dui dLG'o I .L °o 'ersI „ 4\=, City d 'Thee Island - Community Develi )ient Dept. RIEEtk, 4\--- Inspection Report Inaumi / 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERNAIIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL / MEMBER Permit No. ; (9 - C-,:"--) Date Requested 7g II 1 i Owner's Name r--44-1(--6)0)i'. Date Needed 5 4 11 Gen. Contractor ZOrY-- ---0-1 4----LmiL5 Subcontractor Contact Information ( TZre--- f5c4-4-- ))0f1D ,-7 (7 ---..,1 fi Project Address ,_.,, L....1E3)417-3Z. 1-'" fl-C.:-F7C _ Scope of Work 1V7-_AJ:3 Inspector Date/21 (1 Date of Inspection _,--7 ---- , -Z Inspection F71-_ 1 - -12 Pass Er ” Jcaij4.J Fee 0..11. Inspection lin 12 Pass El Fail ,,,, Fee gllivr --K. na-UPC° 07012 410 b1/0 I -0.-Z () P1-2,0 1 D 1-7_, 171 '&1'1• 1 Yk,-,-41 t Ckv.:--t-- 7- T5:4' 1 C-.47— 1)701" '7 1 Inspection 1 11--) "" _ii-- Pass 11 mi Fee 1;6,.., lli- 0-A(0 — g16 11)J6.174 OD4T-C..- IA) 0 iDff,,t7.,-6)11) . --- ------7 Inspection 1---T4li * \L Pass 0 Fail Fee Q ka 1 :?.... MIKIF 1 0)44 i)i-E-Ab,16. yilpt , \\--7..--- 77(7. , 1 , `�. City of bee Island • Community Deveic ent Dept. ism_ -:; Inspection Report maw* `e�' /i 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 INTERN ITA ONAL \9r ' Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODECOUNCIL l MEMBER I Permit No. )(� -- �1-77 Date Requested � 2,-, , t Owner's Name J-iO Date Needed -1: / 1/ Gen. Contr.ctor -45 r- , Subcontractor y�''�tll��`-Aim 1-111----.1-p?e�-. 1 � / Contact information a�1 �` 6¢� - 2 `r Project Address . 3 ;o° .Z P/46-ft.. Scope of Work /1/_,.d/l) .l- Inspector '^71 1 Date of Inspection ``/i �/ / P' ( \" Inspection it--74,.: i Pass El Fail Eq Fe ,24,.. 1&.--_-j-) • yfr�Ta- 1� v':h /,I `WIns`pection 04/2/ - Pass El Fail a €c ',.l , s vii. ,0-1' . i—i 1 Y (_,/,.)1/4„,sc,:a6iii..2,A L7,./ 40 ,, Inspection I7- ' • Pass a--'Fa C il f-- ee / 20,3 (-1 7'2- d q-t. 14CAD O iZt.5 Z. i nJ6 -i) Inspection -r177/ 11 ,--- Pass Fail F )D 0 �"-4) ) _ , i 'Jr) .1 ' - i_ it t i D 1j ,4`r ... 13License Management - / iew) 11171113' File Edit Options Functions Consoles Help !All X 021,1 IV icE 12 C) NI, License 02129 . Issued To MULVANEY ELECTRICAL CNTRCTNG lal Period 02/07/2011 -12/31/2011 1, L- - . _ immir License Code 9918 17/01REGISTRATION-CONTRACTORS II Teneral 1 Fees 1,,,oriTi., -Commiients I History I Footprint I , -Licensee Information License Details - r 1 i ! Attention JIM MULVANEY Pending Address PO BOX 15104 Origination Date 2/07/2011 7%) SAVANNAH..GA 31416-0000 Effective Date I 2/07/201 filtioj Expiration Date ri55-67-, Termination [ET] 147k -Business Information Renewed Date I-11 114.-J Business Class ELECTRIC 1p ELECTRICIAN,CONTRA Printed Date r77577767 itit, Report Code 1238210 p igOical Contractors Balance I 20.001 1 Contractor P J Pending Activity I aoq Em- 2nd Contact MULVANEY,JIM 'ill. s arne I BUS PHONE ar.2_ 912-844-6848 Property Address ra,,,---73E---------!mi Ej 1 GA TAX ID CM I Fijt, .' City Limits C.)[ side- 0) auV.id FED ID tk Exceptions I 1 il Edit This Record li At Exit I Amilimommmimmionni._i View Lieu° f . . 0 2- 0 1 , , fr Q el'• CI r: -P-g:f-t E_1 e cl--r-4<... e e c4---r i c , 0,Ir• LL a_r%Sce-3-- /0'1(-0141 ( City of bee Island • Community Develc lent Dept. NW Inspection Report munmik 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 912.786.4573 ext. 114 • Fax 912.786.9539 INTERZONAL CODE COUNCIL MEMBER Permit No. / ) i),,/, ',;.f Date Requested / / Owner's Name /---41,7-_,),4/13 Date Needed Gen. Contractor ef....-7-07a0le.-, ii-42444,S Subcontractor / Contact Information Project Address ;- -: ("- 7-, :, Scope of Work Inspector Date of Inspection Inspection /---) )//..---,7_5, ,, - Pass 0 Fail El Fee ---,,,„ /- ,---=//,,,,Q Y- il / - ,/ ,1 ,,,,) ,--4, --- ik)' -7,--- —=-/ ' ) e<,-_-.b),..) ) /f.A": i 1 ,e4Ch.. G.. i — / ) / 1 \ / ,.., - / A 3 __.. / /,-. i' '-- ---' I/ , / ) i -, /-) / Inspection Pass 0 Fail El Fee Itm4r7;9"41.1—"7:-/ -", 73. 4 4 -fr i ,--., Inspection Pass El Fail El Fee , i , Inspection Pass 0 Fail 0 Fee City of .iee Island • Community Develc4 ent Dept. 2?" Inspection Report mama rl(W:5) 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 , INTERZIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIE MEMBER `"1 Permit No Date Requested Owner's Name '3 '0 on \1::, Date Needed I - Gen. Contractor "C,--) A3 0 rt..°S Subcontractor Contact Information ItI k 69 - 0 2 0 / Project Address th e_ 4-1— Pl . Scope of Work Inspector Date of Inspection Inspection r) 0 . ipc, In Pass MI Fail El Fee Inspection Pass El Fail Fee Inspection Pass El Fail Fee Inspection Pass Fail Fee II - - ►I Milk ; , ENGINEERING, LLC Civil&Structural Engineering p � 4930 Rivers Avenue, N.Charleston,SC 29406 Phone(843)308-0800 Fax (843)308-0806UG 3 210 ar August 12,2010 Richard N. Black ' ; .,..0 l<0, >a= R.N. Black Associates, Inc. 417 East 53`11 Street Savannah,GA 31405 Subject:#3 Center Place,Tybee Island EMPIRE JOB#2009-095 Mr.Black: In regards to the above mentioned project;we offer the following: 1. It is our opinion the exterior and interior plywood sheathing used for our shearwalls may be installed both in a horizontal direction as well as a vertical direction provided all panel edges are blocked. 2. We require the exterior plywood sheathing lap between the floors either horizontally or vertically with a minimum 12"lap below and above each floor system with a. This sole purpose of this letter is to address the aforementioned items and does not concern itself with any other structural, mechanical, architectural, plumbing, or other disciplines and trades not mentioned. If you have any questions, please do not hesitate to call. We appreciate the opportunity to work with your company and look forward to working with you again in the future. Sincerely, EMPIRE ENGINEERING,LLC Geremy M. Powell,P.E. / \\\\�OJQ O E SC/ // `\\r� CARpl f �//. �O <c\,_ z G� = EMPIRE No.25'1. =cz ENGINEERING, LLC z to NO. CO2440 o e 4 ti ►\\ti were h mss,` �. i,,, tip,, City of bee Island •• Community Develc., rent Dept. �� y'" Inspection Report amok i 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Y INTERZONAL O�L Phone 912.786.4573 ext. 114 • Fax 912.786.9539 CODE COUNCIL MEMBER Permit No. 1 3 L% f, 1,i Date S-9/6) Owner's Name 4O I C'c_3, I; /, Date Needed ://,'d,////0 Gen. Contractor E!"�� - �- L- uiiii- Subcontractor I Contact Information 114»,--- i,- _, 0+01), f 1 '~ OZ! Project Address . ) - _ /4 a-, Scope of Work i\l S--: Inspector '-)/i Date of Inspection !4r/�c,� , `'° b Inspection I- 12 S Vi-- /0(5 ,° `,•%'F~ 1 L., _. Pass I Fa Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 0 Fail 0 Fee Inspection Pass ❑ Fail ❑ Fee 11 ._.} ......,;... City of Tybee Island • Community Development Dept. isf:,::51 Inspection Report .'....;:.. , . . .- 4 403 Butler Ave. - P.O. Box 2749 - Tybee Island, GA 31328 Phone 912386.4573 ext. 114 • Fax 912.786.9539 ._-......___ Permit No. 0 -ILI 7 / Date Requested 5- :„.L..-.±a___ Owner's Name k c., 3 ev, b Date Needed __ :10= ( C) Gen. Contractor - , I , --,0„,g, S Subcontractor Contact Information / c -- 4-7 .,,3 ___ , s Project Address An p- Scope of Work n e i,t) 5 F Inspector -/-1)/i . / \ .„.$9 . i , Date of Inspection . 1 /6-/ f L.) IMP' Inspection ---p_a ? 15 Pass pe Fail 0 Fee . . . . : . . . . . . , . . Inspection Pass Fail 0 Fee ; • • . . . . Inspection Pass 0 Fail 0 Fee • Inspection Pass 0 Fail Fee • ;Mg/TM City of-1-ybee Island • Community Development Dept 6,136:t4. • Inspection Report Elf • • • 403 Butler Ave. - P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573 ext. 114 • Fax 9.12.786.9539 .......... Permit No ) 0 - L2,1 Date Requested - 2 ?- 10 Owner's Name Date Needed q Gen. Contractor S Subcontractor Contact Informatio r (0 LI -70 3 Project Address; / 0 014, 1 7)/ c ti-er .// Scope of Work' Inspector Date of Inspection de/' 4t/247/17 Inspection Pass F- Fee -- ---rZ. )i) 57t7:24,1 17:,:j 1-6 1)1, ."- Inspection Pass Ei Fail Fee Inspection_ Pass Fail El Fee Inspection Pass Fail Fee -- • Dianne Otto From: Dianne Otto Sent: Thursday, April 15, 2010 8:15 AM To: 'ROBINHARDIGREE @GCHBUILDER.COM' Subject: FW: 210001 Geralds's and 3 Center Street Robin, I received the email below this morning regarding the 3 Center Place site. These are the same comments that I told you about on the phone late yesterday. Let me know if you have any questions. . Have a wonderful day, 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: Thursday, April 15, 2010 7:20 AM To: Dianne Otto Cc: Jonathan Lynn Subject: 210001 Geralds's and 3 Center Street I visited both sites yesterday. Gerald's site was compliant with regard to SEC matters. Although unrelated, it appeared the site had been vandalized. 3 Center Street has two deficiencies that need to be corrected. First, the silt fence does not abut the edges of the Co-Construction Entrance. The Co appears to be of insufficient width and the recommended corrective action is to widen the Co. Second there is a large amount of dirt in on the road pavement and there is much loose sand between the silt fence and the pavement. As the methods of correction are numerous, I will not attempt to list them. Please call if you have any questions. I have Gerald's cell and will gladly communicate with 3 Center Street if requested. Coastal ; �(�egional ILoaches ? D ' -9- L4 114 -(Q Ra\ 4 - sa: I 4 ` �--rs-e.A-+ ruucl $ 4-c. 6L C r C R fl c.J tiLr- n aJe CLvR S4- ` 1-866-543-6744 LI -I4- IC 5 : 00iO "^ [1 .. I% City of Tybee Island - Community Development Dept. - A , ./,• /::'••• • •,•...•••' • • • Inspection Report Z i .t-.-••• •:.: .: 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.786.4573.ext. 114 • Fax 912.786..9539 Permit No 0 - C) 1 I 7 Date Requested Li- .'. -I i _ Owner's Name -, 7.), 1 ( ;: )-- 61,a_b ___ Date Needed LI - 1 Li --i 0 .C....) f• e 9 o f- 7 (11,.,,c 4:-'3e1N. ,r) ,----r 912 - Gen. Contractor___ i4- yvv,.. 5 Subcontractor iii6a. r -.1k------ :_cokriec. 33 -4...: gg 2 Contact Information _ t-4 - CI 0 0 _ ____ Project Address 3 1,, ,tu-- -1)-P1 , .. . / ,. Scope of Work , e Inspector /7 ,--7141 , _ . / ,,,..., Date of Inspectio / / . I , Pass Fail El Fee i 7 ....., Inspection Pass 0 Fail 0 Fee Inspection Pass 0 Fail 0 .. ., - , .. , 1 \ i , \ , , 1 / ;: 1 , , „ \ Fi3 ssIlte--F\ail .14. Fee Inspection _ UN \ - - - -- -- — — -- - T}{ Result Report P 1 04/14/2010 12:36 Serial No. CM35228060004 TC: 174623 Destination Start Time Time Prints Result Note Georgia Power gg04-14 12:35 00:00:44 001/001 OK Note MIX:: Doouble-SidedaBindingADirection, SP: SpecialSoriginal, FCODE: F-code, RTX: Re-TX. 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: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 SAVANNAH ELECTRIC. FAX TO: Lyaa Breaaaa 9 Phone 912 a3 !o-2 3 - DLo—'2C,a4i 3 l0�2 0Q-t-4./ 3a — 2 tot Location Address: 3 0«,-�er �l. Lot# ReIease Date= _/I4_(O Sex 4-.' o l� Type of Release: %..7..--Ternporsiry Permanent Subd Name: ��► l2- Electrician: r-, %^E c.. t Electrician Phone Number: 33a�$gg'2 OwnerlBuild¢r: r t-3 Cot-a" S } ar... a..y�tS Phone Number: g0-}A4—g 1(aQ 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: 7T-ype of Release: Temporary Permanent Subd Name: Electrician: Electrician Phone Number: OwnerBuilder. Phone Number: 111-1 ri W RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 937 Phone 912 3 0(0-26.446 3o'-2?oS- 43 0 :+tty 34- 2(,2S7 Location Address: 3 0 tr 4er ?(. Lot# Release Date: L4--14-(0 �/' 6a u�p o l€ Type of Release: Tempor ry Permanent Subd Name: C?(2- Electrician: r,-c-C n ESQ C , Electrician Phone Number: 330-43:W2- Owner/Builder: c t3 or e d aw, I.Aovykes Phone Number: N'4- 00 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: Frfom:CITY OF TYBEE ISLAND 912 786 9539 0212612"10 11 :01 #570 P.004/021 CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT " 2 sets of building plans I .. AL 1 copy of survey showing I �\ I ground elevations&flood zone V { V $250 plan deposit Location: 3 CQ m Pl C.l_ PIN# y-• • - 4111 NAME ADDRESS _ TELEPHONE Owner Architect F; 234-513V or Engineer Building C-,r Q --yv�CJ Contractor 1-60r5 uea (Check all that apply) Q'New Construction [ sidential ^aJ ran C Other Single Family 344-1326 [ Duplex E Multi-Family Commercial Details of Project: ( p'�jfi/l�L k Estimated Cost of Construction: $ 9K: Construction Type I (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer Proposed use: cs a 4.,-I.\ rt --e- 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 #Bedrooms #Bathrooms V2., Lot Area . E(42 Living space(total sq. ft.) 5c #Off-street parking spaces/V(0. Trees located &listed on site plan l ' Access: c!' �-" Driveway 40 (ft.) With culvert? With swale? Setbacks: Front AO/ Rear I Or Sides(L) p (R)IOI n # Stories Height 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. FrOm:CITY OF TYBEE ISLAND 912 786 9539 0212612^"1 11 :01 #570 P.0051021 During construction: On-site restroom facilities will be provided through On-site waste and debris containers will be provided by A ^,,,,-..= c':.t ' Construction debris will be disposed by c_ by means of 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 corrective action that may be necessary to restore drainage impaired by this permitted construction. r' Date: 7 ' I 0 Signature of Applicant: -;fir ) 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 ° galegy3 State Energy Code Affidavit attached MAR 3 2016 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: ature D.ie FEES Z 3� Zoning Administrator I /�, .41 Permit Code Enforcement Officer /7%�_,� iji' Inspections ? 3 3 Water/Sewer �' l�" � ,!. Water Tap '2, ,,, .�O -- • Sto /Drainage rm Sewer Stub ex;s .� Inspections ale eD Aid to Const. 3 259 City Manager CC Recovery .- €4; 26.o dePns :+ cluck 1315 ryck.\ec '1 20 k TOTAL 5PLigD 325975 = 1124 .c>o w;11 excL•$ e,41,,$ 3(y ,P,r a n- r• €30.4° 8 3.(46.4-0 From:CITY OF TYBEE ISLAND 912 786 9539 02/26/200 11 :01 #570 P.006/021 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:Clft • • 011 Project I.D.: CEk r e cE Attachments approved by: Date: From:CITY OF TYBEE ISLAND 912 786 9539 02/2612x10 11 :01 #570 P.007/021 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: 1 riiCk._C__CL Owner's Name: :3 ' -'c �'1 1 � 1 b Address: 3 C—Q—c-Ni u/ Iv k a_CSC Contractor's Name: C y Q o - (1,)`� 1 .5 J 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 V E Acknowledged and agreed to this (\ day of I ".G/G L-- ,20 1.0 • _ _ . Owner/Contractor Signature L. -\c.cc Owner/Contractor Printed N From:CITY OF TYBEE ISLAND 912 786 9539 0212612°10 11 :01 #570 P.0081021 STATE ENERGY CODE AFFIDAVIT Location of Work: 3 C---9--r-NA Owner's Name: Q� � f (C-0''7-\� Address: 'S C.J2-r-<c\ � Contractor's Name: 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. I 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 be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be 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. Owner's Signature Date Owner's Printed Name etdkiikaMITAII■' Q.c) Contractor's Signature Date cs- Contractor's Printed Name From:CITY OF TYBEE ISLAND 912 786 9539 02126/2"1 11 :02 #570 P.009/021 PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: (-47- IvIC� C� Owner's Name: � ,.17-\1-1 A �Yy� Address: Contractor's Name: CThr.Q- CDVn Cto`''m I tcD 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. Description of alteration: 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 Printed Name ontractor's Signature Date Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer Date _ Drainage Date From:CITY OF TYBEE ISLAND 912 786 9539 02/26/2'''9 11 :02 #570 P.010/021 CITY OF TYBEE ISLAND BUILDING&ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: 3 CP---v--rt W (a- CI Owner's Name: j a'mL_SZ -k• L R R1---- I—LCD C41 \.� Address: - pi. CL Contractor's Name: --NrQ--a,'4 CAJ.3kc,b, l- �.k.. .. This letter is to confirm the understanding of the owner/contractor to the compliance requirement of the Georgia State Minimum Construction Codes. "I hereby declare that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure." It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tybee Island prior to the structure being occupied. The owner/contractor is hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance ofthe electrical service. Owner's Signature Date Owner's Printed Name V• .� w��.!.��._ ontractor's Signature Date i. ltd..2. L. )-1 c.< ' ✓ a Contractor's Printed Name Air ?.....-?7_16 itness's Signature e ele/.._,A_,110 ku Witness's Printed Name Fron1:CITY OF TYBEE ISLAND 912 786 9539 02126120'° 11 :02 #570 P.011/021 CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: 3 ( - \ e.A/ jO I a_Ck_ Owner's Name: I st ! / ..*' >.1 Address: 3 CL)--yt Q,✓ Pa u- Contractor's Name: "1 (1 a.* LA., L - q /". ' List the company name,business type,address,license number,contact person and phone number of all participating subcontractors. 1. Company Business T p Address 8 , to ,c Lon 1 License Number r �� p C'. Contact Person !""1 _ . • • Phone Number 63)G. !p(o3' C)(0 2. Company CAL �i'1 (fit tr.: -1'KBusiness Type J'-UCC ,E� Address [c c.). Car r ( ) J' TN License Number Contact Person CU SC C. r...6-r ' le,.) Phone Number `�l a� 51 3 31 3. Company Pahl!&,CO4 V Business Type -fir I vrN Address o l VCt License Number (v cl �D 1 I C Contact Person C r i G 'f l ``�. Phone Number `'i I a J1 553 4. Company (,J( 0 J nG. Business Type Address 3075 C -) I i - a . .t& License Number I - I C-i & 5cw C.-\ Contact Person j r O 1 , 1(" Phone Number ` 6 41 5. Company C1 C am kV! c, Business Type q 0 C Y t C Address 0 .C. License Number L -a l L\IQ c- to'- CAA. Contact Person Cm/ ¢-p-- Phone Number Attach additional sheets if needed. From:CITY OF TYBEE ISLAND 912 786 9539 02126!20' 11 :02 #570 P.011/021 CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: Owner's Name: Address: Contractor's Name: List the company name,business type, address,license number,contact person and phone number of all participating subcontractors. 1. Company j__ , )4.- Q. I"v .. Business Type V/ C Address License Number &0';') ) Contact Person ii'M 4-_ ( _ ..Lq.y/ Phone Number fl / clu-/oso 2. Company 7,--Da.-/ML:A C.k...✓(-\P ^rlb rn Business Type �v.-V- {oe.,r''" Address L')14—i ✓Y Q ,1' c, \ License Number X110r)O x l'ti I L Contact Person 1-).0.--- t C Phone Number I r l Co -5 451 3. Company E._r--\\,// \ Business Type J /1•J Address 0 0 C O Q l./ h h( /O o,/ii A License Number LJ`) Contact Person 1.. t.,i1KICA, 6)/m Phone Number `"1 ,") cool 4. Company e4. r"1 i c'tl -(` r„Business Type p^ 1"1 . Address 1-\0,, 'to..r`°) C 1 License Number Contact Person - t"<(.1! INVOICE REMIT TO: CITY OF TYBEE ISLAND P.O. BOX 2749 TYBEE ISLAND, GA 31328-2749 PHONE (912) 786-4573 R N BLACK ASSOCIATES INC CUSTOMER#: 02-2039 RICK BLACK INVOICE#: 201001041232 417 E 53RD ST INVOICE DATE: 1/04/2010 SAVANNAH GA 31405 DUE DATE : 2/03/2010 P.O. # : CHARGE DETAIL ITEM DESCRIPTION UNITS TYPE PRICE AMOUNT ENGINEERING REVIEW 0 .00 0.00 262.50 ENGINEERING REVIEW FEES 3 CENTER PLACE *****THANK YOU ***** TOTAL DUE : 262.50 `.i\o„ ae ct DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 =� ED davisenginc@bellsouth.net y' ��L L �L U • INVOICE December 6, 2009 Invoice #20906501 Diane Otto City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: New Residence at 3 Center Place for R.N. Black Associates, Inc. 2b3f;) 11-17-09 1.00 hours Site visit and plan review (2090650B) 12-06-09 0.50 hours Plan review and concurrence (2090650C) 1.50 hours @ $175/hour = $262.50 Total Due ZZ O— S2— (202 DI - D4- 1k AR 2.Oloo104I2 32 4.o L . 4-v ap pr oac. DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisenginc @bellsouth.net RECEIVED December 6, 2009 tVzs i 7 o Q Jonathan Lynn Planning and Zoning Manager City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: New Residence at 3 Center Place for R.N. Black Associates, Inc. Dear Mr. Lynn: I have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. My review is limited to drainage issues and land disturbing activities. We have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning or subdivision regulation issues. To the best of my knowledge and belief, it is my opinion that this drainage plan meets meet the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project Please contact me if you have any questions on this matter. Sin/c�erelly, elw/ Downer K. Davis, Jr., P.E. President 2090650C 12-1-04 �asccd -ieo g�?q 1 BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOSSBELLSOUTH.NET 11Ir��{�/L® December 2, 2009 ,j'�_$-0 9 Johnathan Lynn rem Planning and Zoning Department Tybee Island, Georgia 31328 Re: New Residence at 3 Center Place for R.N.Black Associates, INC. Tybee Island, Georgia Johnathan, Please find enclosed three 3 copies of the revised plans for the project referenced above as well as responses to the engineer's review comments as shown below: No. Response 1. Have complied—revised the silt fence. To the best of our knowledge this is intended to be a single family residence. 1. Correct. 2. The structure location and the drive location and configuration have been located as per the owner/house designer—this note has also been added to C3. 3. The structure location and the drive location and configuration have been located as per the owner/house designer—this note has also been added to C3. Thank you for your assistance and should you require more information please feel free to contact us at Boswell Design Services,Inc. 897-6932, e-mail to lahbos@bellsouth.net or fax to 897-2287. Sincerely, ,, rJ r ' 10 . '3a,„ ,4Lsz `" Mark Boswell DAVIS ENGINEERING, INC. 636 Stephenson Avenue, Suite C Savannah, Georgia 31405 Tel. (912) 355-7262 Fax (912) 352-7787 davisengincCa bellsouth.net November 17, 2009 RECEIVED Jonathan Lynn 11-1?-09 Planning and Zoning Manager City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Ph: (912) 786-4573 Fax: (912) 786-9539 RE: New Residence at 3 Center Place for R.N. Black Associates, Inc. Dear Mr. Lynn: I have reviewed the revised plan for the above referenced site by Boswell Design Service, Inc. My 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. I offer the following comments: 1) The area of demolition is not contained in the proposed silt fence. To the best of my knowledge and belief, it is my opinion that this drainage plan meets 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 I reviewed this plan as a single family residence. As I have not seen the architectural plans and R-2 allows 2 family, I offer the following observations about the parking layout. 1) The layout indicates 3 spaces available fronting the building. 2) According to SAGIS, Center Place is approximately 20'wide R.O.W. along the western end of this lot and reduces down to around 15'just east of the middle of the lot frontage. For cars to maneuver out of the eastern space, they will have to do at least a 3 point turn to drive toward Butler Avenue. This will be particularly difficult for cars in the eastern space when the middle space is occupied. 3) If a car is parked in the middle space fronting the building, it will be difficult to access the southern space. Please contact me if you have any questions on this matter. Sincerely, ide'4"-X egg-s/ Downer K. Davis, Jr., P.E. President 2090650b iI- IS-o9 I •09 DESIGN CALCULATIONS AND HYDROLOGY REPORT FOR THE New Residence 3 1100 Center Place Tybee Island, Georgia 4'4 I I FOR Rick Black Associates, Inc. 417 East 53rd Street Savannah, Georgia ( November, 2009 r No.2837 t- r. PROFESSIONAL 4, GINS BOS`�� BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 9 12.897-6932 1 ,Vicinity Map 0 0 41"2. tri 4.3 4.t • • , fori .■€ ‘-4Ati SatiOI .a4V J4141 Report Iflf 1 1 i _ I HYDROLOGY REPORT For The New Residence 000 Center Place Tybee Island,Georgia SITE NARRATIVE AND SITE CONDITIONS The existing site contains an existing residential structure and the ground is generally flat with slopes between 0 percent and 2 percent with few trees.The proposed project will be the demolition of the existing structure and construction of a new residential structure.The total site is approximately 0.16 acres with the estimated disturbed area to be 0.11 acres. Detention will not be required for this project. The soils in this area have been classified by the Soil Conservation Service as being CuC (Chipley Urban Complex). PRE DEVELOPMENT SITE CONDITIONS The existing site consists of two drainage areas(E-DA-1 and E-DA-2). E-DA-1 consists of 0.07 acres and drains mainly to the North towards Center Place. E-DA-2 consists of 0.09 acres and drains mainly to the South away from Center Place. POST DEVELOPMENT SITE CONDITIONS The proposed site is divided into two drainage areas(N-DA-1 and N-DA-2). N-DA-1 consists of 0.11 acres and drains predominantly to the North towards an Center Place. N-DA-2 consists of 0.05 acres and drains predominantly to the South away from Center Place. The proposed run-off is collected by sheet drainage and by a new swale and routed to the existing Center Place drainage system. ANALYSIS METHOD The Rational method was utilized for the analysis of the pre-development and post-development runoff for this site. Hydroflow Hydrographs software was utilized to perform these analyses and for the purpose of sizing pipes, inlets, ditches and detention. The analysis was performed utilizing the following data DRAINAGE AREA PRE-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS POS I-DEVELOPMENT RUN-OFF COEFFICIENT = SEE EXHIBITS IDF CURVES = SAVANNAH HYDROGRAPH GENERATION METHOD = RATIONAL PRE-DEVELOPMENT SLOPE = 2 % POST DEVELOPMENT SLOPE = 2 % TIME OF CONCENTRATION PRE-DEVELOPMENT = 10 MINUTES TIME OF CONCENTRATION POST-DEVELOPMENT = 10 MINUTES The proposed project is to be cleared of necessary trees and stumps to make way for the proposed site improvements. The resulting increased runoff, which is encountered Clue to new impervious area is displayed in the summary table at the end of this report. Run-off calculations accompany this report. DRAINAGE SUMMARY TABLES ALLOWABLE RUN--OFF CALCULATIONS DRAINAGE 2 5 10 25 50 100 AREA YEAR YEAR YEAR YEAR YEAR YEAR E-DA 1 0.24 0.28 0.31 0.35 _ 0.38 0.40 E-DA 2 0.26 0.31 0.34 0.38 0.42 0.44 TOTAL. EXISTING 0.50 0.59 0.66 0.73 0.80 0.85 RUN-OFF N-DA 1 0.23 0.27 0.30 0.33 0.36 0.38 N-DA 2 0. 12 0. 14 0. 16 0. 17 0. 19 0.20 TOTAL NEW RUN-OFF 0.35 0.41 0.45 0.50 0.55 0.58 TOTAL DECREASE IN 0. 15 0. 18 0.21 0.23 0.25 0.27 RUN-OFF Drainage Exhibits 1 � I � 1 center Place 4' ::._. Water 100.0 __,-. :''" Meter$ Rio 5 6" /�," Karen panzitta& JCr� , ptn?005_Q6-00 Water �- -``—` - . . . Arlo 4_p M <-�-- :v' .`:: Ile \ ...t. cliho fete►' . .:y r• • Walls• pt 05 0 ;'g 7, . ... 47. .g-DI p,o6 e ep ,�r� ,� EQ-_- -.. \:-. tig0 ''' 6'°°6A , TaiP ¢ 0.007 AC �` A�0 �oTA� o °Ix �o shell pad Xisting�" ffi °"7,,► • .• • ,,�i j. She patio N. a o •dam P t' gar" a W am e .00 • / Donal 5.06'0p69 ptntf 4„000 earlon r`R ..06,0 33.3' ter, Woo\ -c2),,, 1005 �� fft Fence • 4' 'CI) �G. DA t 0.08 AC C VY R GO /Iht R 0.00.6:0-9 AC / ' T° o 64 - onl f M rraY 01 d ca sera - "r+� Woo Mar9an W. Q1 •-- Fe N7 13 '06 .Z. pin `005,06-00 `" 4.'-0 1000 ,�, .I5 0 f 100_Year 7��,� 0,�c irnrite Ir�it5 li `-` W0 APP Zone one �n sP. In Flood z tR R 1 P56 /NA VQ88i OR/VE SURFACE TO RE CONSTRUCTED OF PERMEABLE MATERIALS AS PER C/TV OF ADJUST WATER METER _MATCH EXISTING TYBEE ISLAND ORDINANCES AS REQUIRED PAVING ELEVATIONS AND BE 25' WIDE (max.) WITHIN THE TYRE£R.O.W. Center Place Water S70° 5'06"E 100.00' Meter E 396.00' /;...._• - �" / 100.00' \ --t5 y, r -----...__ N-�A-> ■ - Water —�_. ^ DIP .• 0.02 AC �� a NZ1• 11 `--.� PERV DR. 0.02 AC Meters HMV.. 0.07 AC '.' w TOTAL x 0.11 AC C FC Y./ ' `. re - 10 MIN fo.4 ,�� ' '7) �iR N Cut o 0.46 fi NV Panz/Ha x/Stlnq o `~ 4-0005-06-006 Residence c '°+ as ®s A---- - rn rrtha A. Reardon i TO / I i// / i, '• 11.10 / / / / / / 1 / I v L as escort 7# 4-0005 06-011 ,,, �` / / / �.A 1 P% /s I_ , / / / / ,f / / / I / 4- 005-06•-005A LANDSCAPE BERM TO , / / / / / I iI / / / / / ------10.4 PREVENT STORM WATER %j' / j / EaTJ� j / / /f / / / / / / ..- FROM MIGRATING TO '%,, a de / / / / / / L/ / / / / / / "'--- 60 LF SWAL£ ADJACENT PROPERTIES ^lV �' / 9 / / / 'I/ / / AT 043X N• v, ' 7 •,dAd / / / / / I. Sch wary -0005-06-012 0 ' -_ �__ i / i // / A DonId W. Ramsey / / Woad 4-0005-06-0068 ,,- _ Wood ,a-Aec -- enncee 106 J 11- Fence =� i 100.00' N70°45'06"W, IS .,R/W cm Benchmark Morgan W.R/R Spike In WO 9 Murray El. 12.86 Pin# (NA VD88) 4-0005-06-0013 r Approximate Limits Of 100-Year Flood Zone Zone"VE"16 Zone"AE"15 Zone"VE"15 Zone"VE"15 Cw Calculations � f I � !it ) 11, RICK BLACK --• NEW HOUSE - CW CALCULATIONS E-DA-1 -CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.05 AC. PERVIOUS AREA = 0.02 AC TOTAL = 0.07 AC (0.05x0.95) + (0.02x .25) / 0.07 = 0.75 N DA-1 -CW POST-DEVELOPED FACTOR IMPERVIOUS AREA = 0.02 AC. PERMEABLE DRIVE = 0.02 AC PERVIOUS AREA = 0.07 AC TOTAL = O.1 1 AC (0.02 x 0.95) + (0.02 x.65) + (0.07x .25) /0.11 = 0.45 E DA 2-CW PRE-DEVELOPED FACTOR IMPERVIOUS AREA = 0.05 AC. PERVIOUS AREA = 0.04 AC TOTAL = 0.09 AC (0.05x0.95) + (0.04x .25) / 0.09 = 0.64 N-DA-2-CW POS 1 DEVELOPED FACTOR IMPERVIOUS AREA = 0.02 AC. PERVIOUS AREA = 0.03 AC TOTAL = 0.05 AC (0.02x0.95) + (0.03x .25) / 0.05 = 0.53 1 it vdroiraphs ! I t II EIVI10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Project: RBLACK-HYDROGRAPHSWP kVANNAH.IDF 36 hyd's 11-11-2009 lydrograph Summary Report Page 1 Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (Yrs) (ft) (cuff) 1 Rational 0.24 1 10 431 2 — — — RB-CENTER-EDA1-2YR 2 Rational 0.26 1 10 473 2 — — — RB-CENTER-EDA2-2YR 3 Combine 0.50 1 10 905 2 1 +2 — — 4 Rational 0.28 1 10 510 5 — — — RB-CENTER-EDA1-5YR 5 Rational 0.31 1 10 559 5 — — — RB-CENTER-EDA2-5YR 6 Combine 0.59 1 10 1,069 5 4+5 — — 7 Rational 0.31 1 10 565 10 — — — RB-CENTER-EDA1-10Y 8 Rational 0.34 1 10 620 10 — — — RB-CENTER-EDA2-10Y 9 Combine 0.66 1 10 1,185 10 7+8 — — 10 Rational 0.35 1 10 623 25 — — — RB-CENTER-EDA1-25Y 11 Rational 0.38 1 10 684 25 — — — RB-CENTER-EDA2-25Y 12 Combine 0.73 1 10 1,307 25 10+11 — — 13 Rational 0.38 1 10 682 50 — — — RB-CENTER-EDA1-50Y 14 Rational 0.42 1 10 749 50 — — — RB-CENTER-EDA2-50Y 15 Combine 0.80 1 10 1,431 50 13+14 — — 16 Rational 0.40 1 10 725 100 — — — RB-CENTER-EDA1-100 17 Rational 0.44 1 10 796 100 — — — RB-CENTER-EDA2-100 18 Combine 0.85 1 10 1,521 100 16+17 — — 19 Rational 0.23 1 10 407 2 — — — RB-CENTER-NDAI-2YR 20 Rational 0.12 1 10 218 2 — — — RB-CENTER-NDA2-2YR 21 Combine 0.35 1 10 625 2 19+20 — — 22 Rational 0.27 1 10 480 5 — — — RB-CENTER-NDA1-5YR 23 Rational 0.14 1 10 257 5 — — — RB-CENTER-NDA2-5YR 24 Combine 0.41 1 10 738 5 22+23 — — 25 Rational 0.30 1 10 533 10 — — — RB-CENTER-NDA1-10Y 26 Rational 0.16 1 10 285 10 — — — RB-CENTER-NDA2-10Y 27 Combine 0.45 1 10 818 10 25+26 — — 28 Rational 0.33 1 10 588 25 — — — RB-CENTER-NDA1-25Y 29 Rational 0.17 1 10 315 25 — — — RB-CENTER-NDA2-25Y 30 Combine 0.50 1 10 902 25 28+29 — — Proj. file: RBLACK-HYDROGRAPHS : SAVANNAH.IDF Run date: 11-11-2009 Hydrograph Summary e= r t g Hyd_ Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (cult) (yrs) (ft) (cult) 31 Rational 0.36 1 10 643 50 — — — RB-CENTER-NDA1-50Y 32 Rational 0.19 1 10 344 50 — — — RB-CENTER-NDA2-50Y 33 Combine 0.55 1 10 988 50 31+32 — — 34 Rational 0.38 1 10 684 100 — — — ' RB-CENTER-NDA1-100 35 Rational 0.20 1 10 366 100 — — — RB-CENTER-NDA2-100 36 Combine 0.58 1 10 1,050 100 34+35 — — Proj. file: RBLACK-HYDROGRAPHSE : SAVANNAH.IDF Run date: 11-11-2009 v_si VUIVt-111 3-11-Pt LI i _ 4 English RB-CENTER-EDA1-2YR Hydrograph type = Rational Peak discharge = 024 cfs Storm frequency = 2 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.75 Intensity = 4.57 in Time of conc. (Tc) = 10 min l-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=431 cuff " Rat i o n al - 2 Yr - Qp = 0.24 cfs 0.25 0.20 u) 0.15— 0 ‘11.■ a 0.10—. 0.05- 0.00 1 0 20 40 60 80 Time (min) Htiri 1 -5 - Pi EncThsfl 14t---`11_ -rAn_ Storm frequency = 2 yrs Time interval = 1 rnin Drainage area = 0,1 ac Runoff coeff. = 0_64 Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=473 cuff 2 - Rational - 2 Yr - Qp = 0.26 cfs 0.30 0.25 0.20 4- 0 15 0.1 0 0.05— 0.00 40 u 60 80 Time Hyd. 2 1.1 I Ca a English Hyd. Nn. 3 Hydroaraph type = Combine Peak discharge = 0.50 cfs Storm frequency = 2 yrs Time interval = I min ist inflow hyd. No. = I 2nd inflow hyd. No.= 2 Total Volume=905 cull 3 - Combine - 2 Yr - Qp = 0.50 cfs 0.6 0.5 0.4 • 4- 03 0.2 0.1 cr.u r-nin1 • = . =-•= t; tl VC-1 2 f---4 '1.1 jr,,14 • qi.a Sim.a a Sopa aro, a ama' type Rational_ - Peak discharge = (128 cis ••-• r •; = 5 :its rime interval = 1 min Drainage area - 0.1 cc Runoff coeff. u- - .: Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=510 cuff 1 4 - Rational 5 Yr - Qp = 0.28 cfs 0.30 0.25 0.20 `.) 0.15 1 0.10 0.05 0.00 1 I ; iyu. Uark rot 1 Enghsh 2 tiyk,I. r=r, Hydrograph type = Rational Peak discharge = 0.31 cfs Storm frequency = 5 yrs Time interval = I min Drainage area = 0.1 ar Runoff coeff. = 0.64 Intensity = 5.39 in Time of conc. (Tc) = 10 min I-D--F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=559 cuft 5 Rational - 5 Yr - Qp = 0.31 cfs 0.4 0.3 1.11.■ CS 0.1 rt _ dr—V 4...0 S...• %.0 a a r- - - i•--14 - - Vtesi IsR÷, Hyd_ N _ 8 ri :4 p ryl 34- Storm frequency = 10 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.64 Intensity = 5.98 in Time of conc. (To) = 10 min I-D-F Curve = SAVANNAHJDF Reced. limb factor = 5 Total Volume=620 cult 8 - Rational - 10 Yr - Qp = 0.34 cfs 0.4 0.3 n Lai - 0.1-- 0.0 0 20 40 60 80 Time (min) Hyd. 8 3 Z333,3 Mtn rein r nn Hurl. NO. HydroFa aph type = Combine Peak discharge = 0.66 cfs Storm frequency = 10 yrs Time interval = 1 min 1st inflow hyd. No. = 7 2nd inflow hyd. No.= 8 Total Volume=1,185 cult 9 - Combine - 10Yr - Qp = 0.66cfs 0.8 0.6 - - v omit 0.4- 0.2 - - • • ** _'i__44 i . •&-....“.....7-4 0=7 . ..7 airi 1 fi TFP:...F T114.1-*:"RYP -iydroaraph type -.-- Kationa: Peak discharge ,-----. 0.35 J Storm n frPrp ,---,nr.y = Lo yrs Tin-ie interval = 1 riiiii Drainage area = 0.1 ac Runoff coefi. = 0.75 Intensity = 6.59 in Time of conc. (TO) = 10 min l-D-F Curve = SAVANNAKIDF Reced. limb factor = 5 Total Volume=623 cuft i I 10 - Rational - 25 Yr - Qp = 0.35 cfs , i 0.4 1 I . 0.3 , 1 ! 4.... _ %..7 1 . I 1 0.1 1 1 1 1 1 1 I 0 rt 1 i : . 1 ri „1- .."1 A i 1 ,,,-; i_....a. 3.- -1...4 ., : 1 , Time (. 7 r ) 1 • . . , _ r ,7,. iv i , . z z 5 ,..;.7 z -.....r-4...-a Mai laa7 '7.rIgi!SP ::;;;;—.7r; ;*; ;;_:;:—; ;;;;1;:•--;;;71-,-;; _ -, •t t,t t'.:'--?;•:If.-4=-..y = TimP inter' a' ---- I min nrnje area — ki i -dt, Riinnff crleff. ..,... ri _ — Intensity = 6.59 in Time of none_ ;To) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=684 cult I I 1 11 - Rational - 25 Yr - Qp = 0.38 cfs i i I 0.4 1 i i 1 i 1 1 I , , I I II 0.3-- \ 1 , , ...._u) , , i CY 1 1 i 1 1 o 1 i i i i . _ it411-7.-: 41gtativ 1 . . , w tu-s ag t #isg.est al-I i----#iji- A EVi.cas IV,,,.. S'S Hvdrograph tvnF, = Ri----4tic-ir§gil Pr,--.,k rtnd-inrr, - f _i 7 Storm frequency = 50 yrs Time ini.--+-i-v;iii Drainage area = 0.1 ac Runnfri-a-iFii-I = (164 intensity = 729 in Time of none. (Ic) = 10 rnin I-D-F Curve = SAVANNAH.IDE Reced. limb factor = 5 Total Volume= 149 cuft • 14 - Rational = 50 Yr - Clp = 0L.44,-. _r C.F -- , 1 0.5 — -1-- -----1 i 1 I . I 1 1 0.4 1 1 1 , 1 I , 1 i u) 0.3 1 1 , c. 1 , a 1 1 1 1 1 0.2 1 1 1 1 1 , 1 , 1 , , , 1 • , , ....,, , . . . . ' . , . ' \ i 1 n ':-----'- Time i' 'ffil ' ime (mm ) ,_ , lin -14 ■ . : 1„..,--1,...,,,........,,................1,,,... .-7-,---- ,......+ ; f. --f -,=-__4 t, '%---;7-,.-- -P, -4,..11---J 2 i •1 7' i';-re, Lilt o ei ki.r-. 4 F.. ffi.r- f..--- ri i-e-.r.h,---_,rrt .RC! r452: Hy-tit-oaf:a-ph type ----- i_;ombine . ,........, ......,,....5 E.......E..--f.,, Storm frequency = 50 yrs Time interval = 1 min 1st inflow hyd. No = 13 2nd inflow hyd. No 14 Total Volume=1,431 cult 15 - Combine - 50 Yr - Qp ..... .... 0.80 cfs 0.8 ------- - 0.6 . ,L,. - Nt. (i) 4.... .II 44‘46.i...... . . ; 1 a n •-, . . . , . . , . 4 ■ . r . ■ , . . . • ; . i i 1 i 1 . . , ■ ■ -a- , a _MI .4..a....•qes.4.mt 4.4-5----7- r-.-:-.7 —'t ri V LH%.09.4 s-----L r-i-nghsti P. mrri ki n 1 ci . iy-1.. 1-4-_,. E.-, ci F, r=LT_ki-r-ri-E? 17 rt rs 4 i ilfiNitp „..---. . . i-i-tielt-f-y-irpinh tvrw. fiLt-,,n r l id is.-t-narr!A = ti_4-0- its Storm frequency = 00 vrs I hilt int---'n.tal — rt —7= DrainacE--; ar,====, = n.i ;lc! 0 ,.. Intensity = 7.68 in Time of conc. (To) = in min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=725 tuft I r i 16 - Rational - 100 Yr - Qp = 0.40 cfs i , I i I 0.5 - 1 1 1 1 i, , 1 ; 1 - , , 1 1 ! f ■ i I I I I I I 1 1 1 U) 0.3 --- -------1- I -1 ; 1 1 1 1 I 0 . i 1 , 1 i a f I 1 1 0.2 - - -; , • , . i • . ; . -. . N . 4 1 , - . -,--- • , 1 , . .1 i--;i--;-i i_ii iiii 1 i C. Ft p..ti t,.Pz.j I cipt t Lyptft — t_itit trii z.-._ k ill is ch a r:.., - _-:-.-1-1. .I = Storm frequency = 100 yrs Time interval = 1 miri Drainage area = 0.1 ac Riinrift Coelt = 0.F=4 intensity = 7.68 in Time of conc. (Tc) = 10 min l-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=796 cult 17 - Rational - 100 Yr - Qp = 0.44 cfs 0.5 , 1 i , 1 Bak , 0.4 I ; u) 0.3 - I ;1 a . 1 1 1 0.2 , --; . __ -i-; . ; _ . . . , . ■ .. : --- • .__ . ...—....... a saasT. 'tams*/ 1 —'-- -' ' - . , . / . I-. -.2.-,-- -....r,,,......t... triglis.n Hydrograph type = Combine Peak discharge = 0.85 cis = 1 min storm frequency = 100 yrs Time interval 1st inflow hyd. No. = 16 2nd infiow hyd. No_= 17 Total Volume=1,521 curt i • 18 - Combine - 100 Yr - Qp = 0.85 cfs 1 _Om-- 1 • I I 0.8 tsk, 1 1 _. N. 1 tn CI ici A i LI 1 • 1 If ..4.--•t..., N - . - . . . n =-...) . . ' ' , i • _ . - . - i - . • i-.Incii,zri fr-' Et. r'FL'r.:3 PO rt A r'7 '3"-a'ID Hvrir,r:rari-,.. 4,.-rt 0 - _M.-,-.1i,-,.,-2 I 0 .-.41:, Afic,"1-5.-.re,--- - n‘. Storm frequency = 2 yrs Time interval = 1 min fl, 1 mei" Intensity = 4.57 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAHADF Reced. limb factor = 5 Total Volume=218 cult . --1 20 - Rational - 2 Yr = Qp = 0.12 cfs . i 0.15 , , 1 1 I, I i I N i 0.10 _ ---i I 0 1 1 . i 1 a 1 . i • n rig ■ ■ I 1111: iiiiiiti 1 .i I 11 (-1- ,u a , .. Tg _, - &...i,,. --..----.....-- _._. _.—.--.„ utytat Ld:ctpt E Pit - - - 1'4n 2-I i-ivrirrinrnnh tung, = C.nmiline Pe.2k ciisr:hqrne -= 0_35 cis Stnrm freqi fenny = 2 yrs Time interval = 1 min 1st inflow hyd. No. = 19 2nd inflow hyd_ No.= 20 -fatal-vbiutne=---625 cua 71 r',Irimil-tinci 7 Vr - nt, = n lg tr‘fc am II ... NI.,4,10,ill I X illiftf i II NI LW .. Jim A X ,1■311‘- t riff liar*Iodir IN$1, 'lac a ce..N 0.4 ' 1 , 1 1 i 1 I 1 I I 1 ! ! 1 --I i I I i i 1 I I 1 I i i 1 #rt . i 1 1 = 1 1 I I ,..„,,. ,....,...-. , L7.! .• - . , . ri 1 _ ,1 . _ . . . r% rl. ■ ' , N *SASS-, Vail**, - ------ - -- - 7-'''-'f:j _-- f ".7 -- --- Hydrograph Plot English Hyd. No. 24 Hydrograph type = Combine Peak discharge = 0.41 cfs Storm frequency = 5 yrs Time interval = 1 min 1st inflow hyd. No. = 22 2nd inflow hyd_ No.= 23 Total Volume=738 cutt "I A 4 Ar.. - Combine - 5 Yr - Lip = C 4' cf 0.5 (-) 4 ir (I) n N1/4 3-5133 3 3=--al.5f _ _ - , . . .yk.ii tO -##1..si...,11-1 fr- I-Vt. .....7. L.7...-.. ---...-.: ry#A. rtt,_ 1.-F RR-CENTER MPAl-1 r".19 !--!Yrirnar-17.4", type = Ration ! Peak discharge = 11-3n cfs Storm frequency = 10 yrs Time interval = 1 rnin Drainage area = 0.1 ac Runoff coeff. = 0.45 Intensity = 5.98 in Time of conc. (Tc) = 10 min I-D-F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=533 cuft 25 - Rational - 10 Yr - Qp = 0a30 cfs 0,,30 —F ---i --, 1 , 1 PN n 17 I LI..1..,...1 I I tn 020 i 1 r 1 y ‘4\L 1 e'3 015 ,. 0 i IL ' L 61 I. 1 U / I 0 0 5 \ 1 . I i 1 rl nrt 1 I 4 —. .... i i—ii i i---ii i -_, -,.:_, %.... 40 s......, i Time (mm ) 1-11.1ri ,,--1 . ir...4. ..-1,- e I y-_.-s'•t. -.-__2,,..I;.c_.ri;J-..-i ------= 1 _1(1Y Hvrirricunnh 1'19E1 -77.-- Rai"1-1-='; .--ek disc- - haft_i __ -.- ,,..7.:„ ci — , Storm frequency = 10 yrs :Hilt: li Re:1.fl - t t mit — -,...-. R i i n,--sff r=r-w= ff. — LA;eau lz._. mi .= — ti. I eat, - Intensity = 5.98 in Time of conc. (Tc) = 10 min 1-D-F 1-::t!rye = SAVANNAH.inF Reced. limb factor — 5 Total Volume=285 cuft r 1 ' t , I 26 al Rational - 10 Yr - Qp = 0.16 cfs i 1[ o.2oT 1 1 1 t • . ■ i: i ..., A g....■ i 1 J..-In ( HI 4— 1 , i 1 ,..___. J— .._, — i . l ti . : . : . : ,...,,,,......., . . , . n. nn ,...".v,.., - zu 40 Ou oU Ti.m imin) .. Hr' 7A 1=1- rr r,e.N...ei L rl DIM‘ English Hvd. No. 27 Hydrooraph type = Combine Peak discharge = 045 cfs = 4 .....: Storm frequency = 10 vrs Time it tierval — i win 1st inflow hyd. No = 25 2nd inflow hyd. No.= 26 Total volume=818 cuff 27 - Combine - 10 Yr - Op = 0.4o, cds o_5-- 1 i i i 1 c.) ; --:„. , ,.... ■ ,k 4 ■ - , ! , , . , F 1 I I i 1 I ------- - --- ‘... — I Wi ime lt i 1 1 i- ...I "E I I, .,i. I-1 r".* LI,,A. '')-7 ruirl. z..:„I !lyu. ---...r...) I iyu. L'..I .1 , . . _L riViirnsfirapri rfil 'gee.#^.. . - English H L No. 28 4 'et€1-1,-,ft 1=X-1-1 Lii"t 1-,, .;.-i 1 r. Hydro-graph type = Rational Peak r'lir-h-nrritts r_.._.° 0.11 nfs Storm frequency = 25 yrs i inie 11 itel Via( = 41 Min Drainage area :,-- 0.1 ac Runoff coeff. - 0.45 Intensity = 6.59 in Time of conc. (Tc) = 10 min l-n-F. Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volume=588 cuff ! i .. n 20 8 T 1 I - Ration,al 25 Yr f!1 i■I 1 I . n = 0..!. , 33 cfs (!i 1 1 I r . i . ! C.Z.:.- ,,- ...,,- ?----. . , i -, : 1 , , rt 4 ! . . . 1 . . . • . . . , . , . ■ , . • 1 ! . i I I 1 . !•_.*• ....,i::f 40 f f, A . 1 1 !—I '- r '1 rl ri V 0. sip ■ - ___ — 1,„ H lig rrAil ra If_1 Enzirist Hitt d. No. 29 RB-CENTER-NDA2-25YR Hydroaraph type = Rational Peak discharge = 0.17 cfs Storm frequency = 25 yrs Time intervai = 1 min - n ......1 rirint=lni-r. Arp.,,.., = 0 1 An Runoff,,,_,,.3 .i.,. = ...,.,,..., Intensity = 6.59 in Time ot conc. (TO = 10 min — Cs A I irk kght rk t_A- IT1F-- Q tz‘r. r.t lino tO factor = r-; !-LJ-!- ,,_•k_try:-... - a 3 I-1.V rZi101111/-1.1 1.1t.,1 Total Volume=315 cuff 1 -;---11-4 Li:_,,, - Rational - 25 Yr - Qp = 0.17 cfs i --, - , . . 1 : . 0.1 5_O- if 11 .,,....,,•.•, .,....•.... r' , — .,':•; i..., .-*- -I N. . , I . • ; , ; . . A n 17! _ _ ,g+LI tri0 80_ 90 z ttlie ti..*I.i , . • Hull,_ 29 3 • S,r1170E !HS Solft Z-.°A 1.A. A y A.....i1AA A Hterf Nn 30 Hvrirooranh tvnp = Combine Peak discharge Storm frentiencv = 25 vrs Time interval = 1 min 1 rn.ri reot r sr4 r: '10 irvFir.. Me, — Jim/my I t — L.111...1 II II IL WV I or./.. 111.0. A.A1 31.) - 25 Y r - On = t1.,50 ct5 _ _ • • i t ) —1 : chit j 1 11!It I - . . . IVU- gf__-72 t V=--.L i Er.: i i. RB-CENTER-NDA1-50Th Hydrograoh type = Rational Peak discharae = 0.36 cfs Storm frequency = 50 yrs Time interval = 1 min Drainage area = 0.1 ac Runoff coeff. = 0.45 Intensity = 7.22 in Time of conc. (TO = 10 min l-D-F Curve SAVANNAKIDF Recect limb factor = 5 That Voturne=333 cuft 31 - Rational - 50 Yr- - On = O36 cfs n. A .....,.--t 1 . , I ; I I 1 , 1 a rt ., la....) I , b •1 I ! ! N , i (10 I i i i t I '-'1 "1 r ----7 ' eV ; • %NO I 1 I : . . ■ . 1 . . , . , . . . . ! ! , . . 1 . • ; , I I : ..-:t 1 rtrt ..CZ n • i , Fi y U. :ii S 1 `a t- 0 L'1 Kr C7 cr (-: a7 i(r i.. iw. M C.:,' C u; 146.. II II II II II I L11 al tI I r., w7 iii I C� tG t. Ac (c, Ci (ci (1.1 elf; "" C; c-, .:: C d1 r Y.. 1elN I m r om II ro a.ryEDl LI_ (li 1 pt.r f < Sbnr AM MIMI Z 111.1 IL C ti lo I;r Gl: :ti t9 C`v IYI ..� ,, c`: 0: 4(: C7 f'" �� I I I j C 11. In 1 1 i i if it Ef �,�� w" � I c) Li". (,,) Ikut Y Pt) [ B 0 !4° eGn .'s, tat.''" .11 r *--,ami Pot English Hvd No. 33 Hydrogiapti type - Combine Peak discharge = 0.55 cfs Storm frequency = 50 yrs Time interval = I min 1st inflow hvd. No = 31 2nd inflow hyd. No.= 32 Total Volume=988 cuft r7"rn inet r 0 tii— gt- rt rk A _ tt) rt „cz ent - t ; 11;-; 7.41 ri r-l- rt-rs.1 nt-t Plot F 1 _,..1 t-----.4 1 ---s i--1 E. 1.- ,A=.1t. 1411d r-4- 14 -- .,--„,---,--,--, 7-,1 r A-I -I,11-%-`, 1-% r.0 = Y 1 !. r,--1-11.--"iti i-t UV i rt riyCii-,,i&IiaVi i iyPi..; — i-N,LaiL;ii,.., Peak rii,.,i--hnrg,.. = 018 rfs Storm frequency = 100 yrs Time interval = 1 rriin Drainage area = 0.1 ac Runoff coeff. -.,.. 0.45 !, .--t,.., intensity = 7.68 in Time of conc. (Tc) = 10 min 1-1-)-F r-i irvR = SAVAN NA H_I DF Raced. limb factor = 5 :• Total Viaturne=684 cuft ! — , ■ I 3 4 R a ti a n a I - 100 vr - Qp 0.38 cis i _ . _ _ ---- - - - -- , c- A . . _ , 1 . , , ,• . i . • , . . 1 • , . . i . , . . .. . . , . ‘...., 1 Li. 1 . . , . n1 L . , , . . , ....... .....U i .__. iiiiiu- kiiiiigi • ryi....i. 0.4 . . I Li fel reilgri .rii h VI 1,7-7'14' English HIM NO_ 35 RB-CENTER-NDA2-100YR }-iyattA_Itdph type = Rational Peek iik“--1--ic.irriiz• ::,-- n:,-,r; r:fs Storm frequency= = 100 yrs . : me a Itt="115 .1 ==. I min Drainage area = 0.1 ac Runoff _t _ e . = ____ . Intensity = 7.68 in Time of cone. (i c) = 10 min l_n_F Curve = SAVANNAH.IDF Reced. limb factor = 5 Total Volomig-736.C.coft . 15 ' Rational - 100 Yr - cal- o = u.-40 cis a I i , • : . ; . I I ! • . . , ° 2°t :.4u 1 i . . 1 • . I . e-N A I ti? U: I 0-1--- • 4 k 1.'''V• I , , . ■ 1....j i . I.-L.1 ...' -."--. / 1 J. I LH- - i I , 1 . . . . . , I . I . . I 1 . , ,... ...I I.- t ti,U 0-1-- - r- • . • : , . : ■ n.n 0 • • . I I: . f iliM liiii#0 . .... i . . fr4h Plevir E.ngiisil Hyd. No. 36 Hydrooraph type = Combine Peak discharge = 0.58 cis Storm frequency = Thu yrs Time interval = i HMI 1st inflow her!. No. = 34 2nd inflow hvd No = 35 ,_ I 1 . ftital Volume.=1 050 cult — ——; 36 - Combine - 100 Yr - tlp --= Ubt.1 CfS _ 0.6 - u.o rt A I fit i i -0 sAi-o. 1 4 N i I .. t-- : nr-1 0-1 .ze _ ----- _ _ --" , I \ ■ ■ SN4S■ — ...6 . -.e, -..h,.... ...,..., = , i 'me 'mini , , _ 1 0777,77 nu 'v .., -:44. riwt -1-71 ri V I!- •3 n Swale Calculations II Worksheet for Triangular Channel o 2 Project Description Flow Element: Triangular Channel Friction Method: Manning Formula Solve For: Normal Depth Input Data Roughness Coefficient: 0.025 Channel Slope: 0.43000 Left Side Slope: 4.00 ft/ft(H:V) Right Side Slope: 4.00 ft/ft(H:V) Discharge: 0.19 ft3/s Results Normal Depth: 2.75 in Flow Area: 0.21 ft2 Wetted Perimeter: ft Top Width: 1.83 ft Critical Depth. 0.17 ft • Critical Slope: 0.02159 ft/ft Velocity: 0.90 ft/s Velocity Head: 0.01 ft Specific Energy: 0.24 ft Froude Number. 0.47 Flow T ype: Subcritical GVF input Data Downstream Depth: 0 00 in Length: 0.00 ft Number Of Steps: 0 • GVF Output Data Upstream Depth: 0.00 in Profile Description: N/A Profile Headloss: 0.00 ft Downstream Velocity: 0.00 ft/s Upstream Velocity: 0.00 ft/s Normal Depth: 2.75 in Critical Depth: 0.17 ft Channel Slope: 0.43000 Critical Slope: 0.02159 ft/ft I,; ml il S I I 1 ii 11 ii'i SAGIS Ir 4 1 1 1 f i 1`I id 1 !' I i Ii i 4 i i f (, 1 I i I I k r ii li ,) 1 I il II r I 1 1 NI 1 • , . I ■ i 4 7 Iry ....-. ...-. ..... . t,.....,:s..o, 1414 ..77 ,-.. r•*. I — ■ ,. ,.... 4'r.". If ,....... . ....— tte f.:I : . I 1; --., _.. ..., i „.::: .;----. 5• . , t',. ..) / ,... 4 ;• - •te :...: -„ ... , . , . l Ot.•:' ... •ITI . — . '4.. 1 e.:-.. I .,.... 4 • er.''... fr. 4 ••• . . !....- 14,7' .•,- Jr:-• t".•1 ...... . . • - .4.2.,:. .-.7.-. .7.... !".•-i. .. . .. -. ,... ,..... .." ..„.„,, , ft s•- •'s•-: . •.. f -,.. „.... •-'..4 I : . ., .— 1 Soils f � Soil Map—Bryan and Chatham Counties,Georgia (BLACK) N N b b o o O co 514840 514860 514880 514900 514920 514940 514960 514800 514820 514 32'0'26" 32'0'26' /r' o y. N u`7 M I. jot i, 41.. 1E iik it „ 11110:------------'18t.----„_______:,,,___,,,,_ ° °v M Ilk 411 . y, c li tn M Vel f * Illit M 4 1 II 1 O N M W Au"� A a M rrs- '$M + 1 +w + rill ili dik L ikt, 0 G7/a 2'022 32'0'22" 5141300 514720 514840 514860 514880 514900 514920 514940 514950_—may ci Map Scale:1:874 it printed on A size(8.5"x 11")sheet. 4, rN .—..r..,.... Meters n o 0 10 20 40 60 ° °' Feel 0 45 90 180 270 _ Natural Resources Web Soil Survey 9/22/2009 wntiu . Conservation Service National Cooperative Soil Survey Page 1 of 3 Soil Map—Bryan and Chatham Counties,Georgia (BLACK) MAP LEGEND MAP INFORMATION Area of Interest(AOI) 03, Very Stony Spot Map Scale:1:874 if printed Do A size(8.5"a 11')shee.. Area of Interest(AOq * Wet Spot The soil surveys that comprse your All were mapped at 1:20,000. Soils A Other Soil Map Units Please rely on the bar scale on each map sheet for accurate rap p measurements, Special Line Features Special Point Features Gully Source of Map: Natural Fesources Conservation Service 19 Blowout Web Soil Survey URL: ht tp://websoitsurvey.n•cs.usca.gov . Short Steep Slope Coordinate System: UTM Zone 17N NAD83 ® Barrow Pit + M Other Clay Spot This product is gene"aced from the USDA-NRCS;certified data as of Political Features the version date(s)listed below. Closed Depression 0 Cities Soil Survey Area: Bryan and Chatham Counties,Georgia Gravel Pit Water Features Survey Area Data: Version 5,Dec 21,2006 Gravelly Spot Oceans Date(s)aerial imagers were photographed: 915/2007 { Landfill Streams and Canals The orthophoto or other base mail on which the soil(lies were A Lava Flow Transportation compi ed and digitized proiDably ciffers from the background Rails imagery displayed on these maps.As a result,some minor s hifting Marsh or swami of map unit boundaries mey be evident. Mine or Quarry Interstate Highways @ Miscellaneous Water US Routes b Perennial Water Major Roads v Rock Outcrop Local Roads + Saline Spot Sandy Spot Severely Eroded Spot 0. Sinkhole s. Slide or Slip % Sadic Spot Spoil Area Q Stony Spot Natural Resources Web Soil Survey 9/22/2009 "' Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map—Bryan and Chatham Counties,Georgia BLACK Map Unit Legend Bryan and Chatham Counties,Georgia(GA613) Map Unit Symbol Map Unit Name Acres in A01 Percent of A01 Cuc I Chip ley-Urban land complex 37 100.0% Totals for Area of interest 3.7 100.0'.4 , Natural Resources Web Soil Survey 9122/2009 Conservation Service National Cooperative Soil Survey Page 3 of 3 1 i FEMA b a ▪ I ,.' THIRD ST ,a; • . . "• .; °.V $'• ; ..A •*+w' FLOOD HAZARD INFORMA- ION' MAP SCALE 1"—.�1(1' • q FOURTH ST I". 1 . :e' • (p SHOWN AP} 250 0 500r __ 1000 • '' : ' cm AREAS OUTS DE CP _ E3'�"t—t E-------7.111.2.,J.. I FEET ..` _ _� .— _--- •y 4 . ..:, " �.___—_.___ CENTER TER a • . .•r i!:. .t:`:;` ZON (liry."'>i 1' q -- �r/�y g� , �•: sLe�:• ,°°�; .• (ELF i�l °}'y1 �,{.11,l PANEL Q2 4F • Iii ...' *p : i u. CENTER PL at 'c`'°: p'. :°� ,'I '°�. l i o FLOOD INSURANCE RATE MAP SIXTH ST •.• �• � 1 I CHATHAM COUNTY, • .•.;t•. GEORGIA , ZONE AE `��` °Tr` "• 111 AND INCORPORATED AREAS •(EL 13) "t.4:-.1 '▪' rill( PANEL 214 OF 455 it a r ° • • , .... _, .., II j i. (SEE MAP INDEX FOR FIRM PANEL LAYOUT) I . � I ,a •'.•b.• tl' _ I. ...ct CONTAIN9i. SEVENTH Si t'� y.. (.°• .. .•.°.°•eon I In... ,, ° . N o &49LM1 v c vim; ee�r� ssrF s �• ''• ''4• ,::'• :::::1:: ZONE VE Id r Mil TYBEE ISLAND,CITY OF 1351e4 0214 F ZONE !�E � . (EL 18) ,fie 4.` e. °::. �;;t_ZONE VE I n; r".' (EL 17) l ED MARSH CREEK!CV * • :•i •I� T.• m Notice to User; The Map Number shown below • T•'' ° ©CEA1 r I I should be used when oleo ng map orders; the t. ( Number shown above should be Community unit Num b r s I n ZONE ;' .. ' I it y � t*+ � , I, I used on insurance applications for the subject t f" J -a 1 (EL 14) community. q}, • j� I I" MAP NUMBER ee' . ;•;/ ZONE VE 1 ' 13051C00214F NINTH ST m g``f; ;� (EL 16) I i t ;,, . EFFECTIVE DATE ,:vf,'.• "�. �`��a St SEPTEMBER 26,2008 ZONE VE +`°.. " ° i Federal Emergency Management Agency J• • ° . ° T..$Is art official copy of a portion of the above referenced flood map. It .• -r extracted using F-MIT On-Line- This map does not refloct changes !!!""'' i or amendments which may have been made subsequent to the date on the 730000 FT ';-"..:.°.' I tr,0 block. For the latest product information about National Flood Insurance _ . . . . .°♦ „�grarn Hood maps check the FEMA Flocui Map Store at vww/.msc.fema.etav onq w•►! "Alto V A \ \ `\ Center Pike 20' R/W `\„ / / / / f f1 / / / /\\/ / / / / / / / / �/ / / / / \-,S70 45 06 UE Wa 1/D, /O 396.00' / / -ter S 0°#5'16'E\ f / / % iR,W)`10000.(i :. `1044w1 414 4' ,� 'r►T�\ — Curb r ~'r `'`� Oco m Transformer a f4f�l ti? 4\ o 1 ; a v d 0 �4 rj 'tea►1 O se at. 0' © f� `. Oft f 6 11 ��jf I . O i f e 4Q;t, ` v•�,, Lot 9 \ 1 �� i, — L'\ 144 f4 vie 10.2' y�,�o �,' l'' \ f' Two Story Resic'ence ---_'ri �e',(4,a 5�� W �` 15.4 On Piers \ I e' �� I �'' 0�/0 I `\ Q \ I © 4a� °Qk e�Q h� o Gad Bottle i Wo17. �` 0(0 0 0 �a Q��00 Pla i`orm N N i \ FeOo., OOh x —,__I — \ a - — \j� \ 100.00' .�--- N70°45\'06"W R/W \ \ \ \ Morgan W. Murray Helen � Pin 0` Approximate Limits 'Of 100—Year \ 4-0 05-06-0013 \. Flood Zone 4-0005-06-003 ; . i \ Zone"VE"16 Zone"VE"15 .r Zone':4E"15 \� Zone"VE"15 Plat Of Lot 9 Of A Resubdivision Of Beach Lots 35 And 36, Ward 2, Tybee Island, Chatham County, Georgia Also Known As: No. 3 Center Place Ping 4-0005-06-007 REFERENCE: 1. D.B. 241 J PAGE 027 FOR: Gregory Custom Homes 2. P.R.B. C PAGE 166 LEGEND: ACCORDING TO THE FLOOD INSURANCE ® in IRON ROD FOUND RATE MAP 13051C00214F DATED 9-26-08 o cmf CONC. MONUMENT FOUND THE SURVEYED PROPERTY IS WITH/N A SPECIAL FLOOD HAZARD AREA. op OVERHEAD POWER THIS PROPERTY LIES IN ZONE "AE". EL. 15.0, VE 15 & VE 16 r-, SITE WORK PLANS FOR • New Residence 3 Center Place Tybee Island , Georgia FOR R • N • Black Associates , 417 East 53rd . ann i h / P.e ay.r -r DWG. NO, DESCRIPTION . 0 9 P°o� k A e di �. N COVERSHEET o R 0 0 , r�'Q1 8o ti, y ¢ C2 EXISTING SITE PLAN \9 o,� m f "T� a a 03 PROPOSED SITE PLAN O b ,m C4 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I TMEE ISLAND . ( SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE II ca ,� ,. -� C 5 -- e C6 I SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III r �� °er)ra,.,,o, tp R (, C7 NOTES AND DETAILS �. � FIST �9 ._._. �.- ®. I C8 NOTES AND DETAILS * PROES=IoNa,. I* 11-11• Oct VICINITY MAP 1 F Q•��• 9*14, (T `' SCHEDULE OF DRAWINGS BOSWELL DESIGN SERVICES, INC . 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 .s?RnTECT, 912 - 897 - 8932 � jy J,A LAHBOS @ BELLSOUTH. NET �SJ cgs ,�� it UTILITIES PROTECTION CENTER I-800-282-7411 a REMOVE EXISTING CONCRETE PAD Center Place . : _ S70°45°45 '06 a,E _ 00. 00 r, ce- c'F 5°70°45 '06 "E 396. 01. -----_ - ._- ---- - - -- - - -__._---- --- 1�- -- -= - - --s t4 �' s ►ice -��i��4. _ _ _ ■∎ ' 'V _ _ _ _ _ — 296. oo R/W 1 oa. oo �� ***// P. '►�?-�.�,•. ♦��!�.a��♦®��►®®��®�®®®®��C m f . , (1.) V44, . 46N. NIIIII .44, 4 ,, .. t . , , ��/ ® : �♦�♦♦♦♦♦♦♦�.♦♦♦�� ♦�♦S®®�♦♦♦, Karen Panzitta V Ot , , /, �/. �!! �♦♦®♦®♦�♦♦♦®��®®®®��♦♦♦��0♦♦♦ Ping EX/Sting �,®®e '. n' ®®®O®®.®��®. o®®� ♦ 4 4-0005-06-006 W �. Residence ��®��®® . �� s: ®�'�®®♦�� >LLI N ± CC) : ®®® ®®®��►��®®��, � :tips 0) r r o CD rn o Martha A . Reardon ®4 �®®®®��#40. ��+40.; 1��♦ J„. . 7 < 2 , �E �♦ ♦�®®® ♦♦♦♦�®® .��. ♦ � Lasky Beach EXISI ing 0 u) , m = z,,,-\ 0* 40.+40#411 O`�®�.w�♦ Rentals Residence 4 = � Ping 4-0005-06-01 1 A�� ®®�'®®��®®®� �I®��► �� 5� P;n,,,,� tI� z Q N o♦♦� ®�®♦♦♦♦♦®®�il►� ♦®��.♦�♦ �p 4-�J005-06-0064 z • 0 1440 - - i ®®��®� 4”,+��®�� 0 o z =co i 4 A REMOVE ®♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1®�♦♦4•4* ♦ EXISTING c \ �•♦♦♦♦♦♦♦♦♦♦♦♦♦®�®��♦♦44it+. ♦4 .i. (1) i HOUSE ki.+,� 1® �♦ �® � 1 T 1., ® 4 **At s.04...... o��,N- 4■4■410#4.41,40.A..41.4401.+4 1Ven a l�l. Sc�i er' 1 o• t � �� ® ..„- - �� .4�� ,.o 0 o co Pin 4-0005-06-012 0 �� o � #41®��4 �� Dona/d W. Ramsey o i-\1 N alrAllWr .1C►,A®®�. � ♦♦4ir♦♦® Pin# G 0 Q, ♦ ♦♦� e 4-0005-06-0068 W o 0� ;'� `_,,� -� �'�p� Fence W U C 0 3 x , �, Wood 1p8 o x �� .,•� �� Q i r N o Fence „� a� _ - x 15 PALM M o 12 �� Q 1p 33 �c)1 l\ X 15"�,Ai \\A 1p 0� W 0 z L; — — - ---- — — — — �„� — -- - - - - - -- - -- -----___-_- z ' 0 0 60 8(S 100. 00 ' 1\170°45 '06 "W R/W =4• �; cMf lenc l ' ark Helen Darby R/R Spike /n WO l�loI-9an W. Murray El. 12. 86 Ping Ping (NAvD88) : ._. 4-0005-06-0013 d 4-0005-06-003 : ._ : z U W O d �. 5i. i :! i- : I■ ■ >- I- Survey Information : 1. Surveyor : Helmy Surveying 2. Date of Survey ; August, 2009 SITE / /� 3. Survey Datum : NAVD 1988 EXIST ING PLAN EASEMENT NOTES: GENERAL INFORMATION NOTES: 111 = 10' Project Information; 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE CONTACT A MINIMUM OF 72 HOURS 1. EXISTING INFORMATION SUPPLIED BY HELMY SURVEYING, P,LN. : 4-0005-06-007 ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND PRIOR TO DIGGING 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR, PROJECT ADDRESS : 000 Center Place RECORDING, 46\903TCa, ,,e‘� 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, , 3, BUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN ZONING , R-2 SUPPLIED BY THE SURVEYOR, �/ SITE SIZE : 0,16 ACRES TOTAL V ;• 011 ACRES `�� "A �U ESTIMATED DISTURBED AREA : CR STREAM BUFFER ENCROACHMENT NOTES UTILITIES PROTECTION CENTER NOTES: SETBACKS ; 1-800-282-741 1 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, LEGEND FRONT = 20' t NEW STRUCTURES ON THIS PROJECT DO NOT ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, SIDE.= 10' ENCROACH IN THE 25 OR 50 FOOT STREAM ITEM EXISTING PROPOSED REAR = ��10' BUFFER, R 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL TRAFFIC AND RIGHT-OF-WAY NOTES: V��l ST 4,� EXISTING UTILITIES PRIOR TO COMMENCING OF D� BUFFERS : NA, o 1 CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT TOPO .\`1'' 12 1, ALL. ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE 2, NON-EXEMPT ACTIVITIES SHALL NOT BE 283 WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL 12.3 COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA DESIGNER : R.N. Black Associates, INC, CONDUCTED WITHIN THE 25 OR 50 FOOT SSJQ4At BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. PERSONNEL. ��,tj. 8� CONTOURS 12 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED DESIGNER ADDRESS : 417 East 53rd, Street STREAM BUFFER AS MEASURED FROM THE F �� ti1 y 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT POINT OF WRESTED VEGETATION WITHOUT q RELOCATED OR • GIVEN TTO THE OWNER, OWNgR WILL BECOME TTHE EPROPERTY OF THE DRAINAGE OF ANY WORK WITHIN RIGHT-OF-WAY, PHONE : 912-234-5138 FIRST OBTAINING THE NECESSARY VARIANCES B� FLOW FEMA MAP NOTES , CONTRACTOR, _.._ — — - .•�-- AND PERMITS, . 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, ARROWS 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA GUTTER NOTES: "VE-16" ACCORDING TO F,I,R,M. COMMUNITY PANEL NUMBER DRAWING NUMBER DO NOT ABANDON UTILITIES IN PLACE, 13051 C00214F, MAP REVISED SEPTEMBER 26, 2008, (88 1. GUTTERS AND DOWNSPOUTS SHALL Bg UTILIZED TO DIRECT NEW SPECIAL CONSTRUCTION NOTE; 5, REMOVE ALL TREES AS NECESSARY FOR PROPOSED TOP OF DATUM) RUN-OFF TO NEW SWALES AND TO UTILIZE NATURAL DRAINAGE, CONSTRUCTION. TPS IF THE CONTRACTOR KNOWS OR CAN REASONABLY PA 'KING 2. THIS SITE IS IN ZONE "VE-161' AND IS LOCATED WITHIN 2, GUTTERS SHALL BE INSTALLED SO THAT ALL DOWNSPOUTS BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' • 12,30 THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION ARE PLACED ON THE NORTH, EAST AND WEST SIDES OF NEW IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO C....,2 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. SLAB SET AT 16,0, (88 DATUM) STRUCTURE TO DIRECT ROOF RUN-OFF, REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK X TREES TO BE REMOVED. 3, CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO 3. NO NEW RUN-OFF SHALL BE ALLOWED TO THE SOUTH REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ANY CONSTRUCTION ACTIVITIES, OR CONFLICT, 2 OF 8 SHEETS DRIVE SURFACE TO BE CONSTRUCTED OF PERMEABLE MATERIALS AS PER CITY OF TYBEE ISLAND ORDINANCES ADJUST WATER METER _ MATCH EXISTING AND BE 25' WIDE (max.) AS REQUIRED PAVING ELEVATIONS WITHIN THE TYBEE R.O. W. Center Place 570 5 '06 a,� ' N - , 1. -�� 2 100. 00 �, ��F 570°45 '06 "E 396. O I �� gyp. �° - 1 - 103 b° %..1 'ys Q r. ,c 1 ?� U °' 296. 00 ' R W 100. 00 ' --- — - -- cm _ _ 11 I N- I o 1 - �, W 1 " FG I 4 11[:/// ,, � L5O; 6 o EX/St/n�' W Q) • Q PALM o � % °� > �' N I J Martha A . Reardon 4 TD �� 1\0 Existing CD �n m 1 �- - 1/. t"U" : .� Lasky Beach Pin 4-0005-06-011 wa/s Residence �1 �� z `L N O A 1 k 1 ' I 1p5 05-06-006A W 0 Z M m 1 , 1 ( 1 FG Q d LANDSCAPE BERM TO I rPS .1f2:. 10.5 d J PREVENT STORM WATER P m I �•r—� 60 LF SWALE FROM MIGRATING TO �� o ro AT 0.43% LLJ ADJACENT PROPERTIES . 11Z- Ns Io �1p1 - IN, '( 2 I 1 Nena M. Schwera 3 1 ^�' '� o. a 1 b�► ,,\.002 ^ 0 P//7 4-0005-06-012 12 `3 1\ I Donald W. Ramsey En ° �r�` � Q Q Ping` . tN,l�0 \ c �� „ �' W,, od e I\ 4-0005-06-0068 . ; o W ot 10 asp � F nce 1 5 10.6° � m 3 i , N 1 Fence x x 15"PALM fl M ° 1 � �P Co AL �. I Z o 12�� 33 1 X 15 �' 3`� p°`� Z W --- --- - -- -- - - - ----- _- -- --- -- --- p--_._ �� — �- — -- — - - 6 1p 1p 1 • �5 i 00. 00 ' N70°45 '06 "W R/W •-}0 cn-7f I enchm arl, R R SP il�e //� WO Morgan W. Murray EXISTING- -FINISHED Helen Darby / GRADE GRADE 3 Y El. 12. 86 86 j Pin# _ VARIES or+am VARIES i Ping (/VAvDS8) 1 4-0005-06-0013 4-0005-06-003 .. s \�ir��r��r� ' 4 '1 `� \/,‘-//,r�i��ii r�� Q Q �E r/rr/r,, — 0 z W U 1^ELEVATIONS SHOWN W U j .3 , ,- it O L $�� L, N P AN p Q 3 MAIN OUTFALL SWALE DETAIL w z 2 Q o:-- not to scale 1- Y (1�Z� UO WUw � 0 SPECIAL AE AND VE ZONE NOTES z m jY• 1, BUILDINGS IN AE ZONES ARE TO HAVE THE FINISHED i� �- FLOOR SET A MINIMUM OF 1r ABOVE FLOOD. z C 2, BUILDINGS IN VE ZONES ARE TO HAVE ALL ELECTRICAL, PLUMBING, HVAC, DUCTWORK AND LOWEST STRUCTURAL �'�O�'�S�L? SITS p�� MEMBER TO BE A MINIMUM OF 1' ABOVE FLOOD, N GUTTER NOTES; 3. COORDINATE SITE WORK AND FINISHED FLOOR 1" .. 10' ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE 1, OUTTCR3 AND DOWNOrOUT3 31/ALL DC UTILIZED TO DIRCOT NCW BUILDING ELEVATIONS ARE SET AS PER CODE. Ct AND TC U' IZC NATURAL D) AZNACC, MOOT IS LINCA1 rCCT or T!!C DUILDINO TO DIRCCT 1?OOr TZUN Orr TO T!IC P IORTl!, TI!13 10 TO I:CDUOC IMrAOT TO OTl iCTZ3 311OULD T!!C STREAM BUFFER ENCROACHMENT NOTES CONTACT MINIMU �F 72 H[)URS PRIOR TO IGGING FEMA MAP NOTES : t NEW STRUCTURES ON THIS PROJECT DO NOTT J ftic CAP 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA ENCROACH IN THE 25 OR 50 FOOT STREAM ^,� "VE-16" ACCORDING TO F.I.R,M. COMMUNITY PANEL NUMBER BUFFER. ,13051 C00214F, MAP REVISED SEPTEMBER 26, 2008. (88 GENERAL BUILDING INFORMATION NOTES: DATUM) 2, NONEXEMPT ACTIVITIES SHALL NOT BE -t` 0 NOTES: 2, THIS SITE IS IN ZONE "VE-16" AND IS LOCATED WITHIN UTILITIES PROTECTION CENTER 1, PROPOSED BUILDING FOOTPRINT = 1,540 sr (envelope), THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION CONDUCTED WITHIN THE 25 OR 50 FOOT 1-800-282TION 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, SET AT 16,0. (88 DATUM) STREAM BUFFER AS MEASURED FROM THE 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO POINT OF WRESTED VEGETATION WITHOUT PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, ANY CONSTRUCTION ACTIVITIES. FIRST OBTAINING THE NECESSARY VARIANCES ,. R c GEORGIA ORDINANCES, 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL AND PERMITS, U�,1ST e; 3, PROOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION EXISTING UTILITIES PRIOR TO COMMENCING OF BUILDING PAD NOTES : o WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS, CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL 1, DUILDINO PADS lIAVC DCCN A33UMCD TO DC. TRAFFIC AND RIGHT-OF-WAY NOTES: '' e2837 , * 3 000 3r ran 30I ICMATIO rURP03CD AND r0/2 EASEMENT NOTES: SS ►L BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, r GENERAL DRAINAGE NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE 1, S 1 FN t 4-1 t�b� THE OWNER ENGINEER AND SURVEYOR ARE TO COORDINATE 401 6, N, 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND q A>.• WITH THE OWNER. ALL ITEMS NOT TO BE RELOCATED OR 2. OA1 AOC rLOO1? CLCVATION3 IIAVC DCCN OCT PERSONNEL. RECORDING. A. 8 9, TI IC NEW DUILDINO WILL T2CCULT IN AN INCRCACC PUN Orr Or GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE ON TI!C3C rLA1d3 AD A MINIMUM rINI3l1CD rLOOR __ - • - - - _ • - _TORM. CONTRACTOR. CLCVATIOIJ. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT '2, THE CITE WILL NEED TO BE CRADED AC CI/OWN AND AC DICTATED 4. REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, 3. OA i6A0C rLOOT? CLCVATIONO ARC TO DC OF ANY WORK WITHIN RIGHT-OF-WAY. -BY CXIDTINO CONDITIOND IV'/1IC11 CAN NOT DC rOT OCCN TO ALLOW DO NOT ABANDON UTILITIES IN PLACE. ArT ROXIMATELY 4" DCLOW rINI31!CD rLOORD, DRAWING NUMBER SPECIAL CONSTRUCTION NOTE: 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED 4. STRUCTURAL COMPONENTS OF THE BUILDING F.P. 3. TIIC ('TZOT'O'JCD DUILDINa WILL HAVE TIIC NCCD or OUTTCR3 AND CONSTRUCTION, ELEVATIONS TO BE SET AT A MINIMUM OF 1' IF THE CONTRACTOR KNOWS OR CAN REASONABLY DOWN3POUT3 TO DIRECT RUN orr. . ABOVE F,E.M.A FLOOD ELEVATION OR AS PER BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' C Mai 3 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. LOCAL JURISDICTIONAL REQUIREMENTS. IN THE PLANS, SPECIFICATIONS Oil CONSTRUCTION STAKING AND FAILS TO _ - - _ REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED k . CONDITIOND WITHIN T!!C CITY or TYOCE CXl3TIN9 DRAINAGE X TREES TO BE REMOVED, 5. CONTRACTOR IS TO VERIFY F,E,M,A ELEVATIONS TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK CYCTC,f AND CA3Ce1CNT3. AND LOCAL CODES PRIOR TO ANY CONSTRUCTION REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ACTIVITY. OR CONFLICT, 3 OF 8 SHEETS — LIMITS OF Sd =A DISTURBANCE Center Place S70°45106 "E -_ 100. 00 ' M 0 2 c F S70°45 '06 "Eti° = � ti °l�3 ,o %`' c 396. 00 _ - - do — X0\1 s- 296. 00 R/W 100. DO � .•i!_•i, 0\ ,,.\o� �QO Du • • • 1 v !•• • • 1 . N ko +•!•!•i o Ds2 tia A ,�o1 W /�� '',9. 7' i:!:�s�j k 10`�� QO Prn,Karen Panzitta ce 3 ' Existing b v x 18"PALM �� Q01 1 4-000s-os-Dos Residence �-- \o o�� 1 U '+� �o� asp tit v G 8„TREE 55�� Sd1-A '� eQ �ti01 X10• `1 o QQ I--- -- CO Martha A . Reardon 3> �� 1- �� Q Lasky Beach Existing Pin# 4-0005-06-011 g"�� Rentals Residence _ ° rr -i,--%\.. \ X jQ 8 9 �OGJ� 4-0005-06-006A > z Cr W 4 1 LiM/TS OF Ili L CO LIMITS OF m J Qp DISTURBANCE co DISTURBANCE ki ; J I — < 2 N u Q m c17 '. 1' I < i / 32 C.l) z Q N c� Nen a M. S°c% wera Du /0. 11a �� X10 �� 1° g o�'► 10°Z •0 1 j I Cr) jZ 0 �05 D6 012 �G? Q �ti QJ 1 J56OO +; _,_ „�0 „ 6� „p � (�/�► s6 /O ,` . �� 10 toy -.L. a� , J 'n Sd1-A 3 LODE\ LO 1- --. Lot \�L 1 , (f) i .. .^acts ?„�� . Fence �k. x 15"PALM 5 PALM Q X 1 • S ' —• ( . N70 " crn f ' W Du c•4 U tenchmark = 3 Ds Morgan W. Murray o N • Helen Darby R/R Spike e In WO o y ; Ds2 El 12 86 Pin# ..-81 , z• t.;, Z Ping (IVAvD88) 4-0005-06-0013 ° ° N 4-0005-06-003 , . ,.. >,, y w d 0- ;- - 9i z ■ °o_Q U Z SOIL EROSION AND SEDIMENT CON T OL PLAN - PHASE I < W Q 111 101 W W CC I•- (Y z Z Uw — 0 00 SPECIAL SOIL EROSION PREVENTION NOTES ; W U p U ° oQ_ o� � z•1. The state of Georgia requires that the Initial soil erosion prevention w z o Z Q w measures shall- be inspected by the designer within 7 days after Et w . z o � D installation, � Z� Q ¢ � OIL Eo�'ro. LEdEND W 2. Tt is the responsibility of the contractor to notify the soil- erosion z U w -I TEMPORARY SEDIMENT BARRIER Sd'I A prevention plan designer Within 7 days after the Initial- oil- erosion m CO U) d measures are in place for inspection, j Z z 0 TEMPORARY HAY BALES Shc-Hb 3. Solt erosion prevention plans shall be kept current and on site or readily accessible at all- times during the duration of the project until- 0 CONSTRUCTION EXIT Co REQUIRED SEDIMENT STORAGE CALCULATIONS after final stabilization has occurred w cr J MULCHING SEDIMENT STORAGE WILL BE ACHIEVED BY STORAGE BEHIND THE 4, Primary permittee must provide a copy of' the soil- erosion prevention 0 Del SILT FENCES. plans to each secondary permittee. DISTURBED AREA STABILIZATION Ds2 REQUIRED SEDIMENT STORAGE: Erosion and Sediment Control Phasing 5. Contractor is to keep a .record of his inspections of the oil- erosion WITH TEMPORARY SEEDING 67 C.Y. control' measures to include at least the following; ACRE x 0.11 ACRES = 8.0 C.Y. REQUIRED a, date and Dope of the inspection DISTURBE AREA STABILIZATION De3 Initial Phase (Phase I) b. name of person performing inspection CONTACT A MINIMUM OF 72 HOURS WITH PERMANENT SEEDING PRIOR TO DIGGING SiLT FENCE AND DETENTION BASIN SILT STORAGE: a. major observations (including noncompliance incidental Inspection reports are to be kept current and on site or readily ,TEST, DISTURBED AREA STABILIZATION Ds4 9, Thia hase shall Include Silt fencin and construction P P P y y�'�s `f. WITH SODDING 230 LF SILT FENCE x 0.09 CY PER FOOT = 21 CY P g accessible at all times during the duration of the project until after final �~ ` , TOTAL SEDIMENT STORAGE = 21 CY exits and sediment and detention panda to be installed stabilization has occurred, CHECK DAM d—S 21 CY (supplied) > 8 CY (required) prior to any land disturbing r( ds,„,k activities to prevent sediment from leaving the site, 6. Sampling of the outfall is the responsibility of' the primary permittee `- .� DRAINAGE STORM DRAT OUTLET PROTECTION and sampling requirements are to be as per the NPDES general permit. N UTILITIES PROTECTION CENTER Intermediate Phase (Phase II) 7, Silt fencing is to remain in place until- final- stabitiazatlon. 1-800-282-7411 INLET SEDIMENT TRAP Sd2 STREAM BUFFER ENCROACHMENT NOTES 9, This hale shall Include construction of any outlet P 8, WVaete materials shall- not be discharged to state Waters except as a R G LEVEL II structures, retrofits, check dams, inlets authorized by a section 404 permit. �ti i4 SEDIMENT TRAP Sd3 1, NEW STRUCTURES ON THIS PROJECT DO NOT CERTIFICATION protection and temporary grassing, . 1sTF4,�'• • ,�, • ENCROACH IN THE 25 OR 50 FOOT STREAM NO. 2104 8. These ES & PC Mans are in compliance With Waste disposal, sanitary ESiz *) GEOTEXTILE GB BUFFER. ISSUED 11-5-05 Final Phase (Phase UV sewer and septic tank regulations, t'``'/VG 1 -° t� CHANNEL STABILIZATION EXPIRES 11-5-11 1. This phase shall Include outran- protection, any revised that Gaestill shall- occur, stop the prevent ill- ourcesimmediately ila and implement ent 4i*A1B Cam`' OCKTARIP-RAP tai► 2, NON-EXEMPT ACTIVITIES SHALL NOT BE inlet protection and any other permanent devices, BMP'e and clean-up for the spill, P CONCRETE CONDUCTED WITHIN THE 25 OAR 50 FOOT , LEVEL SPREADER 2) STREAM BUFFER AS MEASURED F=ROM THE WETLANDS NOTE: DRAWING NUMBER SPECIAL CONSTRUCTION NOTE. POINT OF WRESTED VEGETATION WITHOUT ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS BMP REMOVAL NOTE : IF THE CONTRACTOR KNOWS OR CAN REASONABLY RETROFIT OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES, LOT OWNERS AND THE 1, RETROFITS, PERIMETER SILT FENCE IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR AND CONSTRUCTION EXIT TO BE LEFT IN REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED C.4 DUST CONTROL DU DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PLACE UNTIL FINAL STABILIZATION TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK [-- , AI `D PERMITS PROPER PERMIT APPLICATIONS AND APPROVAL, HAS OCCURED, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 ' 20' 25' OR CONFLICT, 10 4 OF 8 SHEETS LIMITS OF Sd 1—A DISTURBANCE Center Place S70°45 '06 "E 100. 00 ' 570°45 '0611E (P / . b? C ,. 0 � R w 100. 00 ' : s �:ij j•. -- �► g° - ,_- 296. 0 / �'� • • . . oti �ti°• �QO li i/ ! / -' a .% _ WR- - -- -" rii—ii-4r b Ds2 7 1 ,s , 1.10411A tiffl 1 b., 2 //�// /// ,Q, 7 \ p Karen Panzitta ce LI .a,�,i_� k b> �1° Q� Ping Existing \ Qll Q X 18 PALM �1 ��°11 °�� ` an I 4-0005-06-006 Residence _ G .20 BSL ti- ' V �° 8„TREE I- � °. Sd1-A — 11, ��. � Martha A . Reardon .� Al c' a �� -Fti• •• 1-"\-\. ¢° _ Existing LLI Pin 4-0005-06-011 "- R Lasky Beach Residence rr � Rentals V O ,,¢� w i .�,1.�� )(10,98 `,�°5� 41 nf1005-06-006A > � Z IT f� w ' 4 ' _ LIMITS OF W E m LIMITS OF m D 4C1=1 DISTURBANCE` Et (9 o DISTURBANCE m . o 1 U) Owrn w �%°bi \c• 0 Q c c00 , z Q N cn Nana M. aSc% wars 10. �� ° A� > �°3 0° T T 1 co I - m Ds2 ti�1 °3 °-1(� ��° o , 1 o n - Q Pin# 4-0005-06-012 0 �� o �1 ¢J , o Pn#/d W. Ramsey + �._ . "gyp. ° C-�� t��-M w4► • --/ I\ 4-0005-06-0068 .--. _ P o , a X „�� A ��1 ti \.-3 _ n ' (f) Sd1—A 3 LOD1 L❑ — -- LDI3 :L.J.1,�„ CO ( Fence �. x 15'�PALM fl 17 33 X 15„�, CD CO__.‘ j”(, ,< a �° CO • �� 100. 00 ' N70°45 '06 9 W R/W C 0 , Ds2 W ' N v c • et d o arPll 3 m 45 I L Helen Darby R/R Spike In WO Morgan W. Murray . o - 0 Z Pin#. . z w Pin# W a(IVAvDS8) 4-0005-06-0013 4-0005-06-003 - w ;y d y ` Yi - - LEVEL II __ ,, .- ,7) . f i ; .. .' . y CERTIFICATION ° NO 2104 d ISSUED 11-5-05 z J EXPIRES 11-5-11 _J , . ¢ {Ij Q O SPECIAL SOIL EROSION PREVENTION NOTES : W 3( o 0 11 z 1_ 1, The state of Georgia requires that the Initial soil erosion prevention o Q co = w iij SOIL EROSION AND SEDIMENT CONTROL PLAN PHASE . 1 measures shall- be inspected by the des/gnat Within 7 days after X w z '11 = 101 installation, aIL ERO,SIIO1V' LE E�VD W ,� Q < r 2. It is the responsibility of the contractor to notify the soil erosion U w -J < a TEMPORARY SEDIMENT BARRIER Shc—A prevention plan designer Within 7 days after the Initial- soil- erosion z m m U) measures are in place for inspection. F- . z TEMPORARY HAY BALES (C-11— )b 3. Soil erosion prevention plans shall be kept current and on site or O 00 readily accessible at all- times during the duration of the project until- CONSTRUCTION EXIT Co after final stabilization has occurred W J 4, Primary permittee must provide a copy or the soil- erosion prevention O MULCHING Ds1 plans to each secondary permittee. cn DISTURBED AREA STABILIZATION Ds2 Erosion and Sediment Control- Phasin g 5. Contractor is to keep a record of hie inspections of the soil- erosion WITH TEMPORARY SEEDING control measures to include at !east the following: , a, date and scope of' the inspection DISTURBED, STABILIZATION Ds3 Initial- Phase (Phase 1) b. name of person performing inspection CONTACT A MINIMUM OF 72 HOURS WITH PERMANENT SEEDING PRIOR TO DIGGING e. major observations (including noncompliance incidental s,RuTecr, DISTURBED AREA STABILIZATION Ds4 1, This phase shall Include Silt fencing and construction Inspection reports are to be kept current and on site or readily �:,<`. �..,��, WITH SODDING exits and sediment and detention ponds to be installed accessible at all times during the duration of the project until after final .t.,� ,.. CHECK DAM d—S prior to any land disturbing stabilization has occurred, / , activitie8 to prevent sediment from leaving the site, 6. Sampling of the outfall is the responsibility of the primary permittee ��1 , ..E. STORM DRAINAGE OUTLET PROTECTION ® and sampling requirements are to be as per the NPDES general permit. UTILITIES PROTECTION CENTER Intermediate Phalle (Phase TT) 1-800-282-7411 STREAM BUFFER ENCROACHMENT NOTES : 7, Silt fencing la to remain in place until final stabiliazation, INLET SEDIMENT TRAP Sd2 - 1, This phase shall include construction of any outlet 8, Waste materials shall- not be discharged to state waters exoept as R structures, retrofits, check dams, inlets authorized by a section 404 permit, V��iSTF�,4 SEDIMENT TRAP Sd3 1. NEW STRUCTURES ON THIS PROJECT DO NOT protection and temporary grassing, , F_Ay ENCROACH IN THE 25 OR 50 FOOT STREAM 9. These ES & PC Mans are in compliance with waste diaposat, sanitary E � Final- Phase Phase UT) sewer and septic tank regulations, GEOTEXTILE BUFFER. (Phase N�� 10. Great care shall be taken to prevent oil spills and leaks. In the event CHANNEL STABILIZATION 1, This phase shalt include outfalt protection, any revised that a spill shall- occur, stop the spill- source immediately and Implement -14)/r A B0 VECKTARIONRAP 2. NON-EXEMPT ACTIVITIES SHALL NOT BE inlet protection and any other permanent devices, BMP's and clean-up for the spill, CONCRETE CONDUCTED WITHIN THE 25 OAR 50 FOOT . LEVEL SPREADER LV STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE: SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER POINT OF WRESTED VEGETATION WITHOUT ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS 5MP REMOVAL NOTE ; IF THE CONTRACTOR KNOWS OR CAN REASONABLY RETROFIT Rt OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES, LOT OWNERS AND THE 1, RETROFITS, PERIMETER SILT FENCE IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' C..... 5 DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR AND CONSTRUCTION EXIT TO BE LEFT IN REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED DUST CONTROL Du AND PERMITS DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PLACE UNTIL FINAL STABILIZATION TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK _ t PROPER PERMIT APPLICATIONS AND APPROVAL. HAS OCCURED, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. 0 10' 20' 25' 5 OF 8 SHEETS LIMITS OF Sot 1-A DISTURBANCE Center Place . : . 570°45 '06 "E ---..-- 100. oo ' M F 570°45 06 E - -- - 10 �0 \° "y°3 °\� c _ 396. 00- � .�, ,� - 296. 00 R/W 100. 00 �f ® ::: 10,° �Q .v.: _ __ _ _ cm f A,1. L .. : - - b Osi 1 ,0 itliwitillil "----- . 1:3 • z- ///// /// 9. 79 , 1��®�; • 1°' ‹ i :06006 a n Panzitta cc LO Q) 2 Residence :,.. col BS �1� °� b - 4j �- 1 I t1� A Martha A . Reardon 1e'• �10 Q� Existing 1 1 3>,��" I I Lasky Beach —0005-06-0 / 1 a° U o Rentals Residence P1 t7# 4-0005-06-011 �� . I �j� Knit d 4-01005-06-006A > ~ - — - , w , ; TPS .112 I A-4 L/M/TS OF fl - CO LiAIITS OF p DISTURBANCE 0 DISTURBANCE ; I Q J �, Uw w .Cyr a 1 0 m z � N Nena li/l. 5c17 were � 0. ti��g .d1°, �� °�► c:1 �o, p r1 o z o d I Psi � 03 ti°� 1 o Q Ping 4-0005-06-012 �c? p \ J I ¢J ( ;/dW. RamseY › -. to ��p Al ' LM I W�r • --- 1\ 4-0005-06-006B .-1 (I) o� o ........./......__�p A 8i 1O, ti A 15 _ 1 Sd1—A 3 '` L�D��`� L01)— - Lot- 1 1 (f) o Fence A- x 15 PALM 0. 0 ' / \.2-I - . '- '33 1 'N ,X 123 r rD i \C)" • ,t5 100. 00 ' -.f— N70°45 '06 "fr R/W _'; W ' 1 IDsI cn7 f U G tench ' ' ark im v r R/R Spike In WO ! Morgan W. Murray 1 Helen Darby / D N 0 y0 Zi z w E/. 12. 86 Pin, . , W m Ping (IVAvD88) 4—0005—06—0013 ° ' 4-0005-06-003 _ e . ,/ ,--- ; ii -, 7,. Xy k y> LEVEL II = - r ,_ _ _, CERTIFICATION °- } ,, it> NO. 2104 z ISSUED 11-5-05 z EXPIRES 11-5-11 Io z SPECIAL SOIL EROSION PREVENTION NOTES ; CD p 0 .. 1. The state of Georgia requires that the initial soil erosion prevention � � p Q = w SOIL EROSION AND s, o�M, r CONTROL PLAN PHASE -�I measures shall- be inspected by the designer within 7 day. after w z 2 z 2 1" = 101 installation. I- � � z o Z-, U w ,S'OIL ERO,S'I0.1V' LE6E1VD 2, It Is the responsibility of the contractor to notify the soil- erosion Z U m m Q a prevention plan designer Within 7 daya after the !Halal- soil- erosion (1) Q TEMPORARY SEDIMENT BARRIER Sd1 measures are in place for inspection, F- z z 3' Soil erosion prevention lane shall be kept current and on site or TEMPORARY HAY BALES Sd1-Hb P P P readily accessible at all- times during the duration of the project until- 0 after final stabilization has occurred,Co CONSTRUCTION EXIT J 4 Primary permittee must provide a copy of the soil- erosion prevention O MULCHING Dal plans to each secondary permittee. Ua Erosion and Sediment Control- Phasing 5. Contractor is to keep a record of his inspections of the soil- erosion DISTURBED AREA STABILIZATION Ds2 control measures to include at least the folloWing; WITH TEMPORARY SEEDING a, date and scope of the inspection DISTURBED, AREA STABILIZATION D83 Initial- Phase (Phase 1) b, name of person performing inspection CONTACT PRI MINIMUM DIGGING OF 72 HOURS *ITH PERMANENT SEEDING c, major observations (including noncompliance incidents) pa TO 1- This phase shall Include Silt fencing and construction Inspection reports are to be kept current and on site or readily .��`S �� WTHUSODDINGEA STABILIZATION Ds4 exits and sediment and detention ponds to be installed accessible at all times during the duration of the project until after final °'v a �`. prior to any land disturbing stabilization has occurred, r CHECK DAM d_S activities to revent sediment from leavin the site. p leaving 6. Sampling of the culls/! is the reaponalbiiity of the primary permittee - moo, and sampling requirements are to be as per the NPDES general permit, UTILITIES PROTECTION CENTER STORK DRAINAGE OUTLET PROTECTION Intermediate Phase (Phase I1) 1-800-282-7411 STREAM BUFFER ENCROACHMENT NOTES . : 7'. Silt fencing is to remain in place until- final- atabiliazation, , INLET SEDIMENT TRAP Sd2 1, This phase shall Include construction of' any outlet 8, Waste materials shall- not be discharged to state Waters except as d R structures, retrofits, check dams, inlets authorized by a section 404 permit. O G 4 R C 1 SEDIMENT TRAP Sd3 11 NEW STRUCTURES ON THIS PROJECT DO NOT protection and temporary grassing, ! 0-Q. 1 ' , ENCROACH IN THE 25 OR 50 FOOT STREAM 8, These ES & PC Tana are in compliance with waste disposal, sanitary I. BUFFER Final Phase (Phase III sewer and septic tank regulations, :4*‘ I,• GEOTEXTILE �� 10, Great care shall be taken to prevent oil spills and leaks, in the event q G 6-\''��\, 1, This phase shall include outfall protection, any revised that a spill shall- occur, si°::e apNl- .ource immediately and Imp/ement A. BO`s CHANNEL STABILIZATION EI1� 2, NON-EXEMPT ACTIVITIES SHALL NOT BE inlet protection and any other permanent devices, BMPie and clean-up for till. YE GATATION ROCK RIP-RAP CONCRETE CONDUCTED WITHIN THE 25 OAR 50 FOOT LEVEL SPREADER L' STREAM BUFFER AS MEASURED FROM THE WETLANDS NOTE: SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER POINT OF WRESTED VEGETATION WITHOUT ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS BMP REMOVAL NOTE : IF THE CONTRACTOR KNOWS OR CAN REASONABLY OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT RETROFIT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL S ANDRCES. LOT OWNERS AND THE 1, RETROFITS, PERIMETER SILT FENCE IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' ,�. 6 DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR AND CONSTRUCTION EXIT TO BE LEFT IN REPQRT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED DUST CONTROL Du AND PERMITS, DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PLACE UNTIL FINAL STABILIZATION TO COMPENSATION FOR ANY WORK OR EXPENSE SAID ER BY HIM FOR WORK PROPER PERMIT APPLICATIONS AND APPROVAL. HAS OCCURED, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' M OR CONFLICT. , - 6 OF 8 SHEETS SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: 1, NARRATIVE: THE EXISTING SITE CONTAINS AN EXISTING RESIDENTIAL STRUCTURE AND THE 1, ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM, GROUND IS GENERALLY FLAT WITH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW COASTAL PLAIN VEGETATIVE COVERS TREES. THE PROPOSED PROJECT WILL BE THE DEMOLITION OF THE EXISTING STRUCTURE AND 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND CONSTRUCTION OF A EW RESIDENTIAL STRUCTURE, THE TOTAL SITE IS APPROXIMATELY 0,16 UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL ACRES WITH THE ESTi ATED DISTURBED AREA TO BE 0.11 ACRES, CONFLICTS WITH SAME, ANY DAMAGE TO SHALL G UTILITIES N L BE REPAIRED E AIRED MONTH OF TEMPORARY GRASS RATE LQNTINF AT THE EXPENSE OF THE CONTRACTOR, PLANTING A PERMANENT GRASS RATE 2. DEVELOPER / CONTRACTOR: R,N, BLACK ASSOCIATES, INC. 417 EAST 53rd. STREET 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac ISLAND, GEORGIA 31328 COMMITTEE'S "MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA, Lbs./ c ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) 3. 24 HOUR CONTACT: R.N. BLACK ASSOCIATES, INC. AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE 912-234-5138 BY THE OWNER. SEE LAND DISTURBING PLAN, 4, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE MARCH- COMMON BERMUDA MARCH- CENTIPEDE SOD OR 10 Lbs./Ac CURRENT, ALL E EROSION AND AND ENTER CONTROL MEASURES SHALL OF GEORGIA "MANUAL FOR 4, ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER JUNE (HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) EROSION CONTROL IN GEORGIA. SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN, 5, PRIOR TO ANY OTHER CONSTRUCTION, STABILIZED CONSTRUCTION EXITS SHALL BE 5. EGRESS FROM THE SITE sMLL BE SUCH THAT ALL VEHICLES MUST TRAVERSE JULY- COMMON BERMUDA CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED APRIL- BROWN TOP MILLET 40 Lbs./Ac (HULLED) 10 Lbs./Ac CONSTRUCTED AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE. ALL PUBLIC HIGHWAY, AUGUST / AUGUST CENTIPEDE SOD ° ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED. t0 Lbs./Ac 6, IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER 6, BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS ce EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE CONSTRUCTION.N.DTTHESE MEASURES ARE NEW PIPE OR DRAINAGE WAYS DURING SEPTEMBER- RYEGRASS COMMON BERMUDA (UNHULLED) 10 Lbs./Ac FEBRUARY 40 Lbs./Ac SEPTEMBER- OR tt � INSTALLED PRIOR TO ANY OTHER CONSTRUCTION, FEBRUARY CENTIPEDE SOD 1 2 6u A V 7, ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER 7, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE / ./ c GROUND DISTURBANCE OCCURS, THE LOCATION OF SOME OF THE EROSION CONTROL OF ALL AREAS *THIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS "' DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE AND LOTS, THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING .�. TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. ,/ PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSIO DURING ANY / I F PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL THE APPROPRIATE PERMITS HAVE BEEN ISSUED. /8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION / 4'•/ .`°� • �` c.) FLOW W �, z PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM, 9, IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY • / �'<'i > N = CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER // j1' 4 ,.F'00 ,,, T 1 T 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY TO REMOVE THEM, / D U) o C�REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! �o 10, THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT �' • `•' `• •• % �' O 10, EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT �;:0!�;•• �o.SYSTEMS WHILE WORKING WtTHtN TREE PROTECTION BARRICADES. THE CONTRACTOR / 0,q;•! •4°8' .�b• m AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS, SHALL NOT ORK WITHIN TREE PROTECTION BARRICADES WITHOUT A REPRESENTATIVE 4 ' pp�j'0••••∎ 0•' �Na•�••' :. ••� SIDE VIEW .-. , ,Q , FROM THE 0�ER OR ENGINEER PRESENT. •.0000()jot,.••� p.•..•• p �.• :r , _ 11, EROSION CONTROL DEVICES SHALL BE CLEANED WHEN THEY BECOME HALF FILLED / ••s,g ,:.••,••�••� •• .1.,, 9:40040 z N w WITH SEDIMENT, &'J �f�••••80a:.::, E + O z O 11. PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE .` ;•:!!•• • •:j•: !�°4o •... , •..+ m PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE WITH SPECIFICATIONS �� .,-• ,O• ?:,;"° g.O;••!�� % j % a Y-- Q 2 12, EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A AND RECOMMENDATIONS OF THE "NATIONAL ARBORIST ASSOCIATION" (N.A.A.) IN "PRUNING �� •?.: ..■�•0�•`v. •• •;•:v• �( FUNCTIONING EROSION CONTROL SYSTEM. `� . .Sat �••! ,••.00,s, - Q STANDARDS FOR SHADE TREES". ANY VARIATION FROM THE RECOMMENDATION OF .•;,, . 0 .: 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. . 6" Vi 4Iu '`'*: °.`.!;t�' ' �` j (n ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. GEOTExTILE UNDERLNER '"•;�•, o i 12, LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS L TRENCH "LIMITS OF CONSTRUCTION", NS 3" AR-2 (t -3.6") m D 14, STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER COARSE AGGREGATE PERMANENT GROUND COVER HAS BEEN ESTABLISHED. 13, ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, 15, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT TEMPORARY CONSTRUCTION EXIT NOTE: OVERLAP ts" AT FABRIC JOINTS 0 STABILIZED WITH TEMPORARY SEEDING, WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING", N.T.S. CO 16, ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED IN "PERMANENT SEEDING", 14. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA e IM ° MEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY . i o 17, VEGETATIVE METHODS: AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER FRONT VIEW I WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL ACCEPTABLE MEANS APPROVED BY THE ENGINEER, - CO GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE o N COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS. o 0 Wi z d WEEKLY INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY N a ° ' A O' cf, AREAS REQUIRING RE-ESTABLISHMENT OF GRASS. TENTATIVE ACTIVITY SCHEDULE LIME RATE: 1 TO 2 TONS PER ACRE FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE 2009 2010 18. MULCH: Nov DEC JAN FEB MAR APR INSTALLATION OF SEDIMENT CONTROLS - AND TREE PROTECTION BARRICADES TEMPORARY SILT FENCE DETAIL MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT ( d1 -A A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL SITE GRADING MIMI KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS WHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS, SPREAD MULCH - , MECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED UTILITY INSTALLATION N©fT APP..,1dAPLBf' Sd _B IMMEDPLACEMENTPIATELY AFTER MULCH PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER, z THIS MAY BE DONE BY PEG AND TWINE METHOD, MULCH ANCHORING TOOL, NETTING OR . BUILDING CONSTRUCTION 1 d < - Sd 1 --C LIQUID MULCH BINDERS. W Q PERMANENT GRASSING U U O - I- 19. SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION z W U O (- SERVICE AS BEING CuC (Chipley-Urbon Land Complex). PAY( G Q d Or O 0 1 N NO/47 .�PPL1dABLb1 Q, a w ° Iwz z 20. THIS DEVELOP ENT IS WITHIN MINIMAL ZONING AREA "VE-16" ACCORDING TO MAINTENANCE OF SEDIMENT CONTROL POST SIZE W Z d d • F,I,R,M, COMMUNITY PANEL NUMBER 13051 C00214F, MAP REVISED SEPTEMBER 26, 2008. (88 W Z Z < ELI DATUM) REMOVAL OF SEDIMENT CONTROL .4. FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B MI ) C D 'z U U Z W TYPE LENGTH (MIR) - _ E(MAX) F JJJ W Q 21, THIS SITE IS IN ZONE "VE-16" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE, A } SITE zUm m z0 MINIMUM ELEVATION OF 16,0 HAS BEEN SET. (88 DATUM) SI'T'E DATA A 4'-0" Soft Wood 3" dia. or 2X4 30" 18" 28" 6" 6'-D" USE 36" D.O.T. }. Oak 1.5"X1.5" APPROVED FABRIC. I--. SPECIAL NOTES: USE WOOD OR ZONE 'YE-16" Steel 1.31b./ft. min. STEEL POSTS. • TOTAL ACREAGE 0.16 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE ESTIMATED DISTURBED ACREAGE....0.11 B 3'-0" Soft wood 2" dia. or 2X2 18" S.C.S. SOIL SURVEY FROM WEB SOILS 18" 16" 4" 6'-0" USE 22" D.O.T. PREVENTEDED BY 1IE INSTALLATION OF EROSION AND Oak 1"X1" APPROVED FABRIC SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR Steel .751b./ft. min. USE WOOD OR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. STEEL POSTS 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND C 4'-0" Steel 1.31b./ft. min. 30" 18" 28" 6" 4'-0" USE 36" D.O.T. APPROVED FABRIC PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT USE STEEL POSTS WITH •LAND DISTURBING ACTIVITIES, P� ONLY t �� e. b• gCfJNiACT A MINIMUM OF 72 HOURS 3. EROSION CO TRO MEASURES WILL BE MAINTAINED AT ALL m PRE TEl DIGGING TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT :G " ' Sr N Q , S`�SpRpTE rr, PROVIDE FOR EFFECTIVE EROSION CONTROL, FASTENERS FOR WOOD POSTS ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE Y\k9,Ndl ao s 0 o IMPLEMENTED TO CONTROL OR TREAT THE SEDI4IENT SOURCE. d f GAUGE CROWN LEGS STAPLES/POST ��z 78:3TI:11:NICIENTER° ° Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min.4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO UTILITIES PINSPECT STORMWATER FACILITIES AT ALL TIMES. E 1-80 - TYMEM ISLAND mP 5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. 0.? GAUGE LENGTH BUTTON NAIL/POST 0 HEADS 6. FRESH WATER G�,o R Jq 1N WETLANDS DO NOT EXIST ON THIS PROPERTY. Q Nails 14 min. 1" 3/4" 4 min. I;\STFRF. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS 2a�'' j PRpFESgIp1 VISITED THE SITE PRIOR TO DESIGN OF THEE & SC PLANS. cer,, p�� 1 F Z\_ t R •• 111‘ HciN �N. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ATLANTIC OCEAN. eti ciia 9, ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABALIZED WITH TEMPORARY SEEDING. LEVEL II DRAWING NUMBER VICINITY MAP CERTIFICATION 10. AMENDMENTS OR REVISIONS TO NE ES & PC PLAN WHICH HAVE NO. 2104 A HYDRAULIC EFFECT ON NE PROJECT MUST BE APPROVED BY THE ISSUED 11-5-05 DESIGN ENGINEER. _, EXPIRES 11-5-11 7 OF 8 SHEETS DAY INSPECTION NOTE ; WASTE MATERIALS : The • =si n professional. is to inspect the installation of' the initial. sediment stores. - 1. ALL waste materials wilt be collected and atoned in a securely g p p lidded, metal dumpater. The dumpater will meet all solid waste require •=nts and perimeter control BMP's, The design professional must be re .coed management regulations. All trash and construction debris from by the pr •ary permittee to conduct a site inspection within seven (7) days • er the the site will be deposited in the dumpster. The dumpater wilt be the instaliatr•• of' the initial sediment storage requirements and perimeter -•nfirol BMP s, emptied a minimum of once per week or more often If necessary The design r.• essional must report the results of' the inspection to th. primary and trash wilt be hauled be ere required by local regulations, No g p p P p y construction waste will be buried on-site. permittee within -ven (7) days and the primary must correct all defi •=nches identified in the report Within wo (2) business days after receiving the repor (unless additional 2• ALL personnel will be instructed on proper procedures for waste SffCONDARY P E R M I T T E ff S disposal. A notice stating these practices will be posted at the time is needed due to adverse weather), The primary permittee • .y use an alternate jobsite and the Contractor will be responsible for seeing that these design professional to duct the BMP inspection, provided t , they make a written procedures are followed, request to EPD to change rom the design professional wh• developed the plan and EPD has agreed, 3. NO WASTE WILL. BE DISPOSED OF INTO STORM WATER INLETS NOTE : THIS MASTER LIST IS TO BE COMPLETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER OR WATERS OF THE STATE, DESIGN PROFESSIONAL 7 DAY IT CERTIFICATIO SECONDARY PE'RMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY N.O.I. AT LEAST 14 DAYS PRIOR TO BEGINNING CONSTRUCTION ACTIVITY. Date of Inspection INSPECTIONS to I certify the site was in compliance with t - S&PC Plan on the date of inspection. Primary Permittee, W PHONE 1. Each day when any type of construction activity hos cc NAME Mark Boswell 2 10 4 taken place at a primary permitteela site, qualified personnel provided by the primary permittee shalt COMPANY ; FAX ; inspect ; (a) all areas at the primary permittee's site Where petroleum products are stored used or handled • SIGNATURE GSWC LEVEL II DESIGN PROFS IONAL CERTIFICATION # for spills and leaks from vehicles ridequipment b) ADDRESS P q ; all locations at the primary permirtee'a site where 7."ADDRESS ; Inspection revealed the foil,‘ ing discrepancies from the : PC Plan, vehicles enter or exit the site for evidence of off-site sediment tracking ; (c) measures rainfall once each GSWCC LEVEL IA CERTIFICATION NO, twenty-four hour period at the site. These inspections ( ) must be conducted until a Notice of' Termination is 1 submitted. 2. Qualified personnel (provided by the primary permittee) V O shall inspect at least once every seven (7) calendar days and within 24 hours of the end of a storm that is 0,5 inches "`�, I-- or greater the following ; (a) disturbed areas of the primary ✓ W NAME : PHONE : permittee's construction site that have not undergone final CO Z W Mobilization : (b) areas used by the primary permittee for T T i N = Thee- deficiencies must •be addressed immediately and a re-inspection schedule., or storage of materials that are ex'poaed to precipitation that Tw� Q' < (y') I- COMPANY ; FAX ; sit, not proceed on the site until design Professional Certification is obtained, have not undergone final stabilization and ; (a) structural ( ) Q 0 0) 0 control measures. Erosion and sediment control measures 11 (q ADDRESS SIGNATURE indentified in the Plan applicable to the primary permittee'. O J site shall be observed to ensure that they are operating <---) W N W ADDRESS : correctly. Where discharge locations or points are acceaibte, GSWCC LEVEL IA CERTIFICATION NO, V m PRODUCT SPECIFIC PRACTICES they shall be inspected to ascertain whether erosion control < = 00 ©measures are effective in preventing significant impacts to ■ 1, Petroleum Based Products - Contginera for products such as fuels, lubricants and tars receiving water(s). For areas of a site that have undergone z Q (`' UI) will be inspected doily for leaks and spills. This includes on-site vehicle and machinery finest stabilization, the permittee must comply with Part irT .- O daft inspections and regular revent preventative maintenance of such equipment, E ui ment IV,D.3.a(3). These inspections must be conducted until a Notice 1__t_a Z O) CO Y P p g q P O maintenance areas will be located away from state water, natural drains and storm water of Termination is submitted. Q ,�•, Q = drainage inlets. In addition, temporary fueling tanks shalt have a secondary containment Q NAME : PHONE : liner to prevent/minimize site contamination. Discharge of oils, fuels, and lubricants is 3, Qualified personnel (provided by the primary permittee) > prohibited. Proper disposal methods Will include collection in a suitable container and shalt inspect at Least once per month during the term of •--.1!T Q disposal as required by local and State regulations. this permit (Le. until a Notice of Termination is received by J U.) COMPANY FAX EPD) the areas of the site that have undergone final 1.-1-1 SIGNATURE 2, Points / Finishes / Solvents - All products will be stored in tightly sealed original stabilization. These areas shall be inspected for evidence ADDRESS containers when not in use. Excess product will not be discharged to the storm of, or the potential for, pollutants entering the drainage • ORMWATER SAMPLING water collection system. Excess product, materials used with these products and system and the receiving water(.), Erosion and sediment ADDRESS SA "LE ANALYSIS product containers will be disposed of according to manufacturer's specifications control measures identified in the Plan shall be observed � and recommendations. to ensure that they are operating correctly, Where discharge TV) GSWCC LEVEL IA CERTIFICATION NO, 1, Stor ater samples are to be analyze. n locations or points are accessible, they shalt be inspected O accordon• - with methodology and test 3. Concrete Truck Washing to ascertain whether erosion control measures are effective procedures -stabtished by 40 CFR Po- 136 in preventing significant impacts to receiving water(.). CO the gulda e document titled "NP'- S a. Coordinate with site superintendent to eXcaVate a pit deep enough to contain the Wash 1-1-.1 Storm Water Sa .ling Guidance D• ument, down water. NAME : PHONE EPA 833-8-92-00 , b. Back equipment into pit. 2. Storm water is to b- for ephelometric turbidity -oil Cleanup and Control Practices 0 ' o COMPANY : FAX : units (NTU) at the outfall •cation. A discharge of c. Wash down only the chute hopper and rear of the vehicle. DO NOT WASH OUT DRUM. I N storm water runoff fro urbed areas where 1, •cat, State and manufacturer's recommended methods 0 ADDRESS : SIGNATURE beet management pr. . ices h. e not been properly d. Make sure wash down water goes into and stays in the pit. for. •ill cleanup wilt be clearly posted and procedures - C designed, installed, •nd maintain= ' shall constitute a WiIL b= made available to site personnel -' m I .c° e. Coordinate with site superintendent to tilt in pit and smooth out ground a a I m ADDRESS : separate viotatio• for each day o which such 2. Mater and equipment necessary for spill cleanup wilt ° m g conoi,'ions res a in the turbidity of .e discharge f Never allow wash down to enter a storm system. be kept i the material storage areas. Typical mate cis and o 0 GSWCC LEVEL IA CERTIFICATION NO, sXcseding 7 the value that was sale. =d from equipment r Ludes but is not Limited to brooms d -t pans, o z o Appendix In Permit No. GAR 100003, •s NTU is ' ' ` - p ' z Li 4. Fertilizer / Herbicides - These products will be applied at rates that do not exceed the mops, rags, • •ves, goggles cat titter, Sandi saw -ust and 0 1 �; based -on the disturbed acreage of 0,11 res i N C m a g manufactuer's specifications or above the guidelines set forth in the crop establishment property 'abet-• plastic and metal, Waste contai =res, o I a o a for t', project site, the surface water drain• .e o o N 0 are of < 5 square miles and receiving wate or in the GSWCC Manual for Erosion and Sediment Control in Georgia. Any storage of i these materials will be under roof in sealed containers, 3. Spill preventio practices and procedures ill be reveiwed , oh supports warm water fisheries. after a spilt and ••'usted as necessary to -,event future 5, Buliding Materials - No building materials Will be buried or disposed on-site. All such spills. materials will be disposed of in proper waste disposal procedure& 4. ALL spills Wit be ale..ed up immediat• y upon discovery. All ' spills will be reported •. required by .cat, State and Federal regulations. NTION OF RECORDS APPENDIX B 5, FOR SPILLS THAT IMPA ' S ' ACE WATER (LEAVE A a. A cop, •f all Notices of Intent submitted to EPD: SHEEN ON SURFACE WATER), • NATIONAL RESPONSE CENTER (NRC) WILL BE CONT' • ED WITHIN 24 HOURS AT Nephelometric Turbidity Unit (NTU) Tables b. A copy of th= rosion, Sedimentation and Pollution Control - -n required by 1-800-426-2675, this permit; U 6. FOR SPILLS OF AN UN. OWN A OUNT, THE NATIONAL Z c. A design professional's . •ort of the results o e inspection conducted in CENTER (NRC) WILL BE '•NTACTED A ITHIN 24 HOURS AT _ '- Cold Water (Trout Stream) accordance with Part IV .A,5. • • his permit; 1-800-426-2675. l.9 W - Surface Water Drainage Area, square miles d, A copy of all- monitoring information, ---uita, and reports required by this 7. FOR SPILLS GRE• ER THAN 25 GALL, S AND NO SURFACE W W iY f-- g : q WATER IMPACTS, T 'E GEORGIA EPD WILL :E CONTACTED U 0 < permit. WITHIN 24 HOUR Z U W U- O W (j) 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ e, A copy of ail inspection r- -•rtes generated in • ordqnce with Part IV.D,4,a. 8, FOR SPILLS ESS THAN 25 GALLONS AND 0 SURFACE p -C U' W of this -permit; 0- H WATER IMPA• S, THE SPILL WILL SE CLEANS• UP AND LOCAL 0 cr U� AGENCIES LL 8E W Iz Z O = 0 1.00-10 25 50 75 150 300 500 500 500 f. A copy of all • •lion sumMaries and violation summary -worts generated CONTACTS' AS REQUIRED, (� W i'- z Z in accordance • h Part 11I.0,2. of' this permit; 9. The ' .ntractor shall notify the licensed profession.. who Z U Z SITE SIZE 10.01-25 25 25 50 75 150 200 500 500 g. Dail ainfail information collected in accordance with Part IV.D.4,a.(1 •f this prepa =d this plan if more than 1,320 gallons of petrol. m is W W W Q , ACRES Pe • .tor= • onsite (this includes capacities of equipment) or if any Z U W J Q one piece of' equipment has a capacity greater than 660 CO Qa 25.01-50 25 25 25 50 75 100 300 500 g-i.na, The Contactor will need a Spill Prevention Containm= •t }- • d Countermeasures Plan prepared by that licenseed 1--- - • 50.01-100 20 25 25 35 50 75 150 300 •rofessional. il 100.01+ 20 20 25 25 25 50 60 100 LEVEL II CERTIFICATION SANITARY WASTES : NO. 2104 1, A minimum of' one portable sanitary unit will be provided for every ten ISSUED 11-5-05- (10) workers on the site. All sanitary waste will be collected from the portable units a minimum of one time per week by a licensed portable EXPIRES 11-5-11 facility provider in complete compliance with local and state regulations. 2. ALL sanitary waste units Will be located in an area where the likelihood of the unit contributing to storm water discharge in negligible. Additional " Warm Water (Supporting Warm Water Fisheries) containment BMP's must be implemented, such as gravel bags or specially designed plastic skid containers around the base, to prevent wastes from CONTACT A MINIMUM OF 72 HOURS contributing to storm water dischages. The location of sanitary waste units PRIOR TO DIGGING Surface Water Drainage Area, square miles must be identified on the Erosion Control Plan Grading Phase Sheet by pR TECT/ the contractor once the locations have been determined, (1.--5 ct^A MPLING FREQUENCY 3. Sanitary Sewer will be provided by Municipal Authority/Septic System at 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ the completion of this project. y Star water samples shall be taken for the following events ; �/ HAZARDOUS WASTES : ct<� o0 1.00-10 75 150 200 400 750 750 750 750 (a) For = •ch area of the site that discharges to a receivin- stream, th= lrat rain event that exceeds 0.5 inches and a •Ws 1, Alt hazardous waste materials will be disposed of in the manner UTILITIES PROTECTION CENTER for monitorin. during normal business hours. (Monday th • Friday, specified by local, state, and/or federal regulations and by the 1-800-282-7411 10.01-25 50 100 100 200 300 500 750 750 8:00 AM to &.' PM and Saturday 8;00 AM TO 5100 ' when 'manufacturer of such products. The jobsite superintendent, who constructionactivit 's being conducted by the Primar Permittee) that will also be responsible for seeing that these practices are followed, SITE SIZE occurs after all cle, ing and grubbing operations ave been completed Wilt instruct site personnel in these practices. Material Saftey Data ACRES 25.01-50 50 50 100 100 200 300 750 750 in the first drainage • ea of the location selec • as the sampling Sheets (MSDSs) for each substance with hazradous properties ti0RG, Location that is used on the job site wilt be obtained and used for the G �,�S T 9 50.01-100 50 50 50 100 100 150 300 600 proper management of potential wastes that may result from these �ti RFC , products. An MSDS will be posted in the immediate area where t�.�� (b) In addition to (a) above, each are• of the site that discharges P F' f to a receiving stream, the firs ain ev- t that reaches or exceeds such product Is stored and/or used and another copy of the .83 , 100.01+ 50 50 50 50 50 100 200 100 0.5 inches and allows for monito • g , ring normal business hours MSDS will be maintained in the ESPCP file at the jobsite construction SS1O41 that occurs either 90 days after first sampling event or after trailer office, Each employee who must handle a substance with 11_��. 7'/////all mass grading operations hav= •e. completed in the drainage hazrdous properties Will be instructed on the use of MSDS sheets FBI G I v area of the location selected •• the s-• piing Location, whichever and the specific information in the applicable MSDS for the product 4Rk �)• come first : he/she is using, particularly regarding spill control techniques. A. 8U (c) At the time of sampl' - performed purse. to (a) and (b) above, 2. The contractor wilt implement the Spill Prevention Control and if BMPs are found to •e properly designed, ins •Lied and maintained, Countermeasures (SPCC) Plan found within this ESPCP and will no further action is equired. If BMPs in any are, of the site that train all personnel in the proper cleanup and handling of spilled q Y DRAWING NUMBER discharges to a r sluing stream are not property • =signed, installed materials, No spilled , hazardous materials or hazardoud Wastes and maintained, •rrective action shall be defined qn• • plemented will be allowed to come in contact with storm water discharges. within 2 busi -s days, and turbidity samples shall be t. en from If such contact occurs, the storm water discharge will be discharges om that area of the site for each subseque rain continued on site until appropriate measures in compliance with event tha reaches or exceeds 0,5 inches during normal bu-• ess state and federal regulations are taken to dispose of such hours tit the selected turbidity standard in attained, or until • .st- contaminated storm water. It shall be the responsibility of the C. 8 stor event inspections determine that Bi\1Ps are property desig -d, job site superintendent to property train all personnel In the use ins • =d and maintained, of the SPCC plan. 8 OF 8 SHEETS ■ 7"7'''r=7'fill i7r7;'17" 160„.4441L_ '°'' - ,.- , -at SITE WORK PLANS red: „-„,,,,i,„.,,,,,i,,p ,, ,,,,,A,,(,)„„: , „, , „,,,, .,.., ._ ,, , . -Avi.,,A5n4„ FOR . New Residence ‘ Center Place Tybee Island ,/ FOR RN . Black Associ• ates / Inc . 417 East 53rd . Street Savannah , • g DWG. NO. DESCRIPTION p...,. .y., -t for e I ) ° r, A.1111111 Cut. C 1 COVERSHEET gt r- 0? j. 4 0 P 0 00 32 PEXRIOSTPOINISGEDSITSEITEPLAPLANN Wk\41°1 -s. < • /'• -ID 1 1, to \ - 1 04 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE I TYI3ME ISLAND T 'Pe December, 2009 05 SOIL EROSION AND SEDIMENT CONTROL PLAN- PHASE II 1 i 06 SOIL EROSION AND SEDIMENT CONTROL PLAN - PHASE III 9. ' c„for pio C7 NOTES AND DETAILS MO* a° Ic.01G 1 4 .0 10.4-'1),, , 4I STEPW 08 NOTES AND DETAILS * PRCwagi * l2-1-01 VICINITY MAP A ``' G I 0: ■. 4*A. 8OS0)' SCHEDULE OF DRAWINGS BOSWELL DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912 - 897 - 6932 t i) LAHBOS @ BELLSOUTH. NET itrtREIcP UTILITIES ROTECTION CENTER i-800-282-741 1 • REMOVE EXISTING CONCRETE PAD Center Place N ; 70 45` 06 E - 0 . 00 , N W All- t e /• 570045 '06 ''E 396. 0 ' 4V 111/4p •' '� w• �i = -- - —�— -- — =NM T - - - - - - - - - - - - - - --: 5 á•it4 • , , ,*414 � r �296. 00 R/W . �� v ♦eee..�eeeeeoeeeeee � titer (f) cmf ♦eeee®e� e�'>e ®�©e♦ `�ee®eA. ee......+4♦oe .eeee , I W ♦eeeeee®®�eoeeetie♦ epee♦ , , ! `� I - r , �eeeeeeeeeeeeeeoeeeeeeeeeeee ; I Karen Panzitta U O,-/- / / ./ .f / /�� %' awe,.eeeeeeeeee�eeeeeeeeeeeeeeee ; Pm, L Existing Q ::,; OOe OGOO tie-Aeeeeeeeeeeee�®eeeeeee ; 4-0005-06-006 > '_ if • 1 ♦eee eeeeeee,�eeee®e .�eeeeee . , �. } Residence � eeeeeeee �e9��I®�!'�'e�eeeee , _ N ►\ Oteeeeeeee��®eeea►eee��eeee f � / 0 � ( D 4+4:: g eee�oeee®®� e♦ ' o eeeeeeo♦®eeoeeoeeeeo�ee I I = o . ��eeeeeeeeeeeeeieee4�®®esee _ - _ - _ Z (1 2 ,, W Reardon eeee �eeeeeeeeeeeee�� eee��e�, ,,, ° Martha ,� . - ►eee eeeeeeeeeeeeoee�-� �eeV ; Lasky Beach Existing �� e , Rentals @, g � eeeee®�eeeeeeee®eee 414t84:::***41:4( Res/deuce � z d N 4 Pin 4-0005-06-011 1*. eeeee® eeeee�I Pin## �, z �- o"" eeeeoeeeeeeee®®®e�e 4-X1005-06-OO6A p z m ID oeeeeeeeeeeeeeeeoe I- ;e �".....4. I I - - - - ♦eeeeeeeeeeeeeeee ; ®iy .41...4.....44411 e e♦ ! EXISTING _�e'�eeeeeeeeeeeeee®�0eeeeeeeee HOUSEN �..eeeeeeeeeeeeee.®eeee®®eee i , R� eseeeeeee�eee♦ .®®eeeoeeeeoe _ _ - - - - - eeeeeee,.4444At . _ eee.eeeeeeee♦ ; , eeeeee , �eoeeeee♦ Xl eeeee o 0. 1 e♦ ® � eeeeeee♦lVen a �. Sc Wera w ► ®e 1` eeeeeee • I eeeeeo� Pin - 05-0 6-012 0 `••�•�®��-.�► Dona/d W. Ramsey 4 00 •••,,4 Pin# 4W♦eeee �, 4_O0O5_O6_0O6B Y .+ Wood VVo d 4èèA Fence- - . . . - 1 = / o E N Fence , ° U N D P.�` �.� - ._ J — — -- _ — — — --- - .--.---��--. �- -- �� r1 �w-=NUL .��s _��A�,f�� — 1 - - - - v � tom- C(S) 6 • (S 100. 00 ' N70°45 '06 "W, R/W • cmf Benchmark I . . Morgan W. Murray He Darby Helen Darb R/R Spike In WO ; El. 12. 86 Pin# Pin# (NA VD88) • 4-0005-06-0013 4-0005-06-003 d w .' oaa` 7one ` . ww � I-- � w 99 99 U O Q O iil " o n ' t f__ 2 w O U Lii o �tw�� F � 59 - 99 ,., � ,00 99`,/,E=,.- 99 ✓ � � " � Q � _ � V ui 99. 6 99 w (t Q -d Q 0 /o e ,4 1 5 xwJ Z Z .9 � Z � U d I~ zUw co >< CO w w I— Survey Information • 1, Surveyor : Helmy Surveying 2. Dote of Survey : August, 2009 • 3. Survey Datum : NAVD 1988 EXISTING SITE PLAN EASEMENT NOTES: GENERAL INFORMATION NOTES: 1„ = 101 Project Information: 1. EXISTING INFORMATION SUPPLIED BY HELMY SURVEYING, 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE CONTACT A MINIMUM OF 72 HOURS A.I.N. : 4-0005-06-007 ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND PRIOR TO DIGGING RECORDING, \ ?RUTECr,,.cf 2, ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR, PROJECT ADDRESS : 000 Center Place A 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, �• 3, BUIDING SET BACK DISTANCES AND BUILDING SIZE HAVE BEEN ZONING : R-2 SUPPLIED BY THE SURVEYOR. T[it SITE SIZE : 0,16 ACRES TOTAL c4, ESTIMATED DISTURBED AREA : 0,11 ACRES STREAM BUFFER ENCROACHMENT NOTES : 'it-`t,`,,(0 UTILITIES PROTECTION CENTER NOTES; SETBACKS 1-800-282-7411 1, CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, LEGEND FRONT = 20' t NEW STRUCTURES ON THIS PROJECT DO NOT SIDE = 10' ENCROACH IN THE 25 OR 50 FOOT STREAM ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. SIDE = 10' roRGI,e ITEM EXISTING PROPOSED REAR = 10' BUFFER, S i 2, CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL TRAFFIC AND RIGHT-OF-WAY NOTES: o EXISTING UTILITIES PRIOR TO COMMENCING OF p� BUFFERS ; N.A, 2. FG 1, ALL ROAD CLOSINGS, DETOUI S AND ETC. ARE TO BE 2. NON-EXEMPT ACTIVITIES SHALL NOT BE 2: 2 WITH SA .CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT TOPO 12,3 COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA DESIGNER : RN, Black Aaeociatee, INC, CONDUCTED WITHIN THE 25 OR 50 FOOT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL PERSONNEL. 12•Z-a BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, CONTOURS -12 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED DESIGNER ADDRESS : 417 East 53rd, Street STREAM BUFFER AS MEASURED FROM THE FHcI E�� •. 3. CONTRACTOR IS TO COTEMINATE ALL DEMOLITION WORK FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT PHONE ; 912-234-5138 POINT OF WRESTED VEGETATION WITHOUT a�r,� 8 ; .. GIVEN TO THE OWNER WILEMBECOME TTHE PROPERTY OF THE DRAINAGE OF ANY WORK WITHIN RIGHT-OF-WAY, FIRST OBTAINING THE NECESSARY VARIANCES CONTRACTOR. FLOW �_ _ - _ �__ FEMA MAP NOTES ; AND PERMITS, 4, 7\EMOVE ALL UNDERGROUND UTILITIES NOT TO BE (MLIZED, ARROWS 1. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA GUTTER NOTES: DO NOT ABANDON UTILITIES IN PLACE, 130516fC00214F, MAP REVISED SEPTEMBER 26, 2008, (88 DRAWING NUMBER N N 1, GUTTERS AND DOWNSPOUTS SHALL B UTILIZED TO DIRECT NEW SPECIAL CONSTRUCTION NOTE; DATUM) RUN-OFF TO NEW SWALES AND TO UTILIZE NATURAL DRAINAGE, 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED TOP OF IF THE CONTRACTOR KNOWS OR CAN REASONABLY CONSTRUCTION. PARKING T PS 2. THIS SITE IS IN ZONE "VE-1611 AND IS LOCATED WITHIN 2. GUTTERS SHALL 8E INSTALLED SO THAT ALL DOWNSPOUTS BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1” = 10' 12.30 THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION ARE PLACED ON THE NORTH, EAST AND WEST SIDES OF NEW IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO C.2 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. SLAB SET AT 16.0, (88 DATUM STRUCTURE TO DIRECT ROOF RUN-OFF. REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED - J TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK X TREES TO BE REMOVED, 3. CONTRACTOR IS TO VERIFY FEMA ELEVATIONS PRIOR TO 3• NO NEW RUN-OFF SHALL BE ALLOWED TO THE SOUTH REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' ANY CONSTRUCTION ACTIVITIES, • OR CONFLICT, • 2 OF 8 SHEETS , . DRIVE SURFACE TO BE CONSTRUCTED OF PERMEABLE MATERIALS AS PER CITY OF UST WATER METER, AND BE 25' WIDE (max.) MATCH EXISTING AS REQUIRED _____ , PANG ELEVATIONS ' TYBEE ISLAND ORDINANCES \ ADJUST WITHIN THE TYBEE R.O. W. Center Place , , „ VI , , , ..,-- z- o i/1/a (-- 1,r- ' S"7Cl° " 5'06, L - -'- ' ' 1 00. 00'" „ ,,,,, \ , , „ „i ' , ; ' 570°45 06 ”E --a” : / ; ___ ______ _, ' '• 3'96. 0 1 f ' , ' / : , .- , _ , , . _ _ _ _ _ _ _ ----1 — _ _ U. 296. 00 ' R/W ' 100. 00 ' \ c m f a :,„.....„<- iv tz / (I) 1 LL-1 'ct , I i ' . ' . • .:‘ . - ' :7.-' . 10.4 / / // / / /7 /7 / / f, ■ Karen Panzitta / CD PIN! L. Existing /, 11 , 4-0005-06-006 > "I LITi (1) ,-_, 1 ir I-1-1 ;*--) Z -1,--, 1 Residence /, . . , , ,. ..201 B5 li N. > N ± ■ , 1 ' W - < 1- K , . _. , ........- ............ • CC - CO D . „ 1 1 % , cf.) 0 ° °) 0 Ct (0 w I 1 Q D 0 ,/ I Z < 0 1 , Di — — - 1Vartha A . Reardon // Id \ ' 'TD. : , ' Existing . -; c - - / // u) 03 co , ri .s. ., . : „ , 11.10 , / / / / 11 '‘---. Lasky Beach Pin# 4-0005-06-011 / / , 211 , , , ., :, / , ,,, , / ,/ / , / / / / / / Alt i i (r) Rentals PIn# / Residence (f) zmNu) < o A 1, 0 - , :,-, - ,,, , --.: . :,, / ,/ , / '/' / / / ' / / / '/ / / / , / / 1 4-0005-06-0064 L.Li ,00 z I , I f . - - :- / , / / / - -, : - / / 7'/ ' i / / / / / / / I 0 Li,_ Z _ — — — /• FG I ';‘-- I , , / / / / / / / / , / / / / / / / / __do_ 10.5 // < LANDSCAPE BERM TO -11 : , .: . / / / < PREVENT STORM WATER ...I F 0:, I // / / Tp /11.2 -/ / / /7 ' / 1 ' / / , • / / , , , / / / / , ' / / / - ', _, / 7 / /1 / ,/ / /,/y/ / / / // / , .__I --■.-_________ 1 60 LF SWALE ' FROM MIGRATING TO :' / / / / / / / / , / / ,/ / , / i to , ! AT 0.43.X / ADJACENT PROPERTIES 1 / / / ' / / / / / / / / / / / / / / ` / / ,/ / / / . / / / 1:c, , ; , ,, .11 It / / / / / / / / / _ ____. — _ _ (f) N- 1( 1 / , / / / ,/ / / /` / / / / '.,/ ' 1 I I ,, 1 / 0 Nena M. Schwera -.1. 1,,, ,I ' - 0.. 1 / / ' / / / / / / //// II , I / / , / / ? / I 1 o /' M Pin# 4-0005-06-012 1?) 0 / Donald W. Ramsey , , o „,, , / K / / /\ I Pin# „ - / / \ I W dP od e I\ 4-0005-06-0068 . 1 U 0 ......... •■•••■• ....”:'\ ....■... ......■ .....■ .•.■ ■.....i .111 0 , '- HIl': ...,.. ,. .. .....,.. ....,... . ...., ... .. FG , 10' E3SL. F-ncei i csi Wood ,,, , -,, -, , 10.6 0 ..,„,, ' 11---- \\K\.. z, , . , , ‘,. . Fence , „ , im -'? I !, z „ _ _ ,, :4<„, ,_ ; ,,,,,:-. 0 , ____ _ ___ _ _ _ .......„.„, ...._....._ —MM. -11■13— MIIIMM .11■111■_ ......-avaa,_■■■■••••i_swipe •••■•___' _...........■•■■•■____ _.7, ,,■■••■• ..... 7.1 — — — — — Ch I t-S SI 73 , , It S ' -.IF-- --k- •\,( 100. 00 N70°45 '06 14/, R/W o cmf. , Benchmark , He/en Darby IVR 5 p •k e 1 n 14/0 , Morgan W. Murray EXISTING- GRADE -FINISHED GRADE El. 12. 86 Pin# _..... VARIES 1.---■ VARIES H Pin# (NAVD88) , , ,, ,. - 4-0005-06-0013 \,-,-, , ,( v,. ,, ci 4-0005-06-003 P in r) i'-c--. Y!"- -'7 ,--; ',Le , i r, , -,,,,, ---) :: 1 r, r:-- vz:_,,.,--,:r ,,--1 4,„,,,1,4,,, 4, ,,..,,,, 4, .4, i 4 4,...„, i 4 :!_:,i i , i ! , ,___, _--- : i L.,,,' ,„: IL., ‘„,.' — .,,, \ -- z Z \'\>Yi v 4 i 4 I i J v.,/,,, /- r---- : -'c.. ,-, t-Th,,---,•4 7, 7, , ., //\/x; ;?„., I 1 I I v s/,.// ;\/' , , ,,_../-,,,.,° ,: _ :,„/, z.._ \\ / III t n a. 99: 9,,, J ,. ,,,,o, 0,\\/;,„vA .7one vr 1 is o ,,, - 0 LI-I , ,__. / 0 Z ,,e,,, () hi I--. 9 Y''- - — .9..,' - — ELEVATIONS SHOli41N w J u Q 0 (T) 70 n,4:. "A r "I lc Z o ne f/L. 7 ,-5, : ON PLANS a a_ - co ,,_,i' (I) CI (1) i 0 Zone V L_, : 3 MAIN OUTFALL SWALE DETAIL , w ft z 2< .< ul not to scale X I-11:1, 2 (I) 0 0._ SPECIAL AE AND VE ZONE NOTES : 1--1 U w El < 0 CD (f) fX >- 11 SPECIAL STRUCTURE AND DRIVE NOTE : 1, BUILDINGS IN AE ZONES ARE TO HAVE THE FINISHED 1- FLOOR SET A MINIMUM OF V ABOVE FLOOD, THE STRUCTURE LOCATION AND DRIVE LOCATION AND [t CONFIGURATION HAVE BEEN LOCATED AS PER THE 2, BUILDINGS IN VE ZONES ARE TO HAVE ALL ELECTRICAL, OWNER / HOUSE DESIGNER I PLUMBING, HVAC, DUCTWORK AND LOWEST STRUCTURAL , MEMBER TO BE A MINIMUM OF V ABOVE FLOOD. P)?OPOSfD SITE PLAN GUTTER NOTES; 3. COORDINATE SITE WORK AND FINISHED FLOOR 111 = 10, ELEVATIONS WITH ARCHITECTURAL PLANS TO MAKE SURE 1. OUTTERO AND DOWN3rOUT3 OHALL I3E UTILIZED TO DIREOT NEW BUILDING ELEVATIONS ARE SET AS PER CODE. 2. OUTTERO AND DOWNOrOUT° 31/ALL 13E ADDED TO THE NORTHERN MOOT 15 LINCATZ r-cc-r or THE DUILDINO TO DIREOT noor nun 0tT TO THE NORTH, T1113 13 TO (? DUO E IMrAOT TO 01-1107.0 311OULD T1 IC STREAM BUFFER ENCROACHMENT NOTES ; CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING FEMA MAP NOTES : 1, NEW STRUCTURES ON THIS PROJECT DO NOT 1, THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA ENCROACH IN THE 25 OR 50 FOOT STREAM "VE-16" ACCORDING TO P.I.R,M, COMMUNITY PANEL NUMBER BUFFER. c•"k 1a051 C00214F, MAP REVISED SEPTEMBER 26, 2008, (88 DATUM) ctz .AIIP GENERAL BUILDING INFORMATION NOTES: 2, NON-EXEMPT ACTIVITIES SHALL NOT BE NOTES: 2. THIS SITE IS IN ZONE "VE-16" AND IS LOCATED VVITHIN 1, P'ROPOSED BUILDING FOOTPRINT --: 1,540 sf (envetope), THE 100 YEAR FLOOD ZONE WITH A MINIMUM ELEVATION CONDUCTED WITHIN THE 25 OR 50 FOOT UTILITIES PROTECTION CENTER 1-800-282-7411 If CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, SET AT 16.0 (88 DATUM) STREAM BUFFER AS MEASURED FROM THE 2, PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS ELECTRICAL, PHONE, CABLE AND ANY OTHER REQUIRED 3. CONTRACTOR IS TO VERIFY FEtvfA ELEVATIONS PRIOR TO POINT OF WRESTED VEGETATION WITHOUT PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES, ANY CONSTRUCTION ACTIVITIES. FIRST OBTAINING THE NECESSARY VARIANCES ,tO R G/A GEORGIA ORDINANCES, 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL AND PERMITS. ,):\A‘.) ■se.„Oz , I 3, PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION EXISTING UTILITIES PRIOR TO COMMENCING OF BUILDING PAD NOTES : WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS, CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT 1 )t..- WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL I. 13UILDINO PAD3 HAVE DECN AO0UMCD TO 8C TRAFFIC AND RIGHT-OF-WAY NOTES: ' lio.283 2 * EASEMENT NOTES: * PROFE BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 2,000 3r ran 3011CMATIO rUtZt-03C3 AND Fon .z:-2SS-KA 91,094.1740449e-601C-649 1, ALL ROAD CLOSINGS, DETOURS AND ETC, ARE TO BE 1, THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE A 4c!lic 1 E.-'' ■■ GENERAL DRAINAGE NOTES: 3. CONTRACTOR IS TO COORDINATE ALL DEMOLITION WORK COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND 4,,„ ,t800>, .. _ _ WITH THE OWNER, ALL ITEMS NOT TO BE RELOCATED OR 2. OAIZA0C l-L0012 CLEVATION0 HAVE DCEN 3CT PERSONNEL, RECORDING. -- — GIVEN TO THE OWNER WILL BECOME THE PROPERTY OF THE ON TIIC3C rLAN3 A3 A MINIMUM riarot ico FLOOR -_ • - _ToRM, ELEVATION. 2. ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED CONTRACTOR. 2, ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED, FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT 41--7446,--64-7€--WIL-L-NE€19 TO se Cli•4O*0 AC CHOWN AND AC DICTATED 4, REMOVE ALL UNDERGROUND UTILITIES NOT TO BE UTILIZED, 3. OARAOC FLOOR CLCVATIONO ARC TO DC OF ANY WORK WITHIN RIGHT-OF-WAY. 8Y EXIOTINO CONDITION° WI/ICH •.7 ::. -: -z • .7 • :: DO NOT ABANDON UTILITIES IN PLACE, • ArrX0XIMATELY 4” DCLOW rrN1311CD FLOO , DRAWING NUMBER 7161,7't-filftePeft-ItfrVtAteer SPECIAL CONSTRUCTION NOTE: 5. REMOVE ALL TREES AS NECESSARY FOR PROPOSED 4. STRUCTURAL COMPONENTS OF THE BUILDING F,P. 3. THE r-RorNorn eruft&toe W'1 1...E. 1 tstriVE. T 1.tC NE E.9 Or eft6T'PEitieN79"* CONSTRUCTION, ELEVATIONS TO BE SET AT A MINIMUM OF 1' IF THE CONTRACTOR KNOWS OR CAN REASONABLY DOWN3rOUT3 TO DIREOT RUN orr. ABOVE F,E,M.A FLOOD ELEVATION OR AS PER BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT SCALE: 1" = 10' C MN 3 6, PREVENT DAMAGE TO EXISTING TREES WHERE POSSIBLE. LOCAL JURISDICTIONAL REQUIREMENTS. IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO - "'" - :. 7 _ • 7 7. - _ _ -- :: - -- - REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED . CONDITIONS WITHIN THE CITY OF TYT3CE EXISTINO DRAINAGE X TREES TO BE REMOVED. 5, CONTRACTOR IS TO VERIFY F,E,M,A ELEVATIONS TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK -,-_-_ 3Y3TCM AND CAOC1CNT3. AND LOCAL CODES PRIOR TO ANY CONSTRUCTION REQUIRED TO Be RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0— 10' 20' 25' ACTIVITY, OR CONFLICT. 3 OF 8 SHEETS / LIMITS OF Sd -A DISTURBANCE Center Place � ;�L � O j 11 -100. DD - - - S 570°45506 "E 396. 00' _ ; i _ _ _ _ 1 iv__ viii=ii, �'f��' t�296. 00 R/w To. 00 ; \f i AVAL A• Du 1 ,, , : ��^iiiiil Ds I - _ I e e r �, C/'1'1 f tp `iii=� -I �• 0 ' iwiii` ■,4 \ Ds2 Karen Panzitta Pin#///// ///z 9. - -ii L I Existing // Q 1 4-0005-06-006 -4... Residence 20� asp �� ± , r d1-A '—' Martha A . Reardon 9' T � Existing tLi r` (RAE i ti Lasky Beach V 0 Pin 4-0005-06-011 8 c,> % fa/s nResidence W I — ` 4-0005-06-006A '-' Z W m N = 'Q i- N LIM/TS OF p CD o LIMITS OF 11"-11\ DISTURBANCE J DISTURBANCE ° m 1 U) W 0) W 1 '41' 01 , C.f z d N 0 Nen a M. Sch wera Du 10 ; 1 ' O z m Q). Q - i 1 Ds � : :,,,,c. �Pin# 4-0005—D 6—D 1 2 0 �_ Q Pin#Donald W. Ramsey ,1 > Os2 1� 4-0oo5-os-OO6B '� ei•: � �� — — _ _ _ mow©oA tL_t E= - - - ,, >pJB .L — -- Pen AWe A —1 1 Inc A O LoD , 7 L .\.(5 0. 00 ' N70 45 '06 "W R/W -}- w , Cn�f W ° Du � N I N Benchmark . Ds� N� org . Murray Helen Darb Y R/R Spike In WO Ds2 N U El. 12. 86 Pin#m i W w Pin# (NAvD88) Oo ��- A . � �,� X 0 0_ 4-0005-06-0013 a o v N 4-0005-06-003 , 1 Flood Zone _ W nr F b , 99 99 99 99 s 99 99 a_ Tone IL- 15 z U z Z J SOIL EROSION A N D SEDIMENT CONTROL, PLAN - PHASE I < W ww 4 (9 Z 1�t � 1O� z Ua UO 0 SPECIAL SOIL EROSION PREVENTION NOTES : ww 0 C1) z 1. The state of Georgia requires that the Initial soil erosion prevention w Et z o d Q 2 measures shall- be inspected by the designer Within 7 days after X w ¢ z o installation, > z co U z SOIL ERO$'ID.�V LEf EL D w o 2, It is the reaponaibillty of the contractor to notif the aoiL erosion w U w < TEMPORARY 1 T BARRIER Sd1- prevention plan designer Within 7 days after the initial- soil erasion z m U) d SEDIMENT -A measures are in place for inspection, 1-- z z 0 TEMPORARY HAY BALES C 3. Soil erosion prevention plane. shalt be kept current and on site or readily accessible at all- times during the duration of the project until- CONSTRUCTION EXIT Co REQUIRED SEDIMENT STORAGE CALCULATIONS after final stabilization has occurred w J SEDIMENT STORAGE WILL BE ACHIEVED BY STORAGE BEHIND THE 4. Primary permittee must provide a copy or the soil erosion prevention 6 MULCHING Del SiLT FENCES. plans to each secondary permittee, 5. Contractor is to keep a record of hie inspections of the soil erosion DISHURBM AREA STABILIZATION D� REQUIRED SEDIMENT STORAGE: Erosion and Sediment Control- Phasing control measures to include at least the folloWing; WITH TEMPORARY SEEDING 67 C.Y. x 0.11 ACRES = 8.0 C.Y. REQUIRED a. date and scope of' the inspection CONTACT A MINIMUM OF 72 HOURS DISTURBS AREA STABILIZATION Ds3 ACRE Initial Phase (Phase I) b, name of person performing inspection PRIER TO DIGGING WITH PERMANENT SEEDING SILT FENCE AND DETENTION BASIN SILT STORAGE: a, major observations (including noncompliance- incidents) �aaTecr,, DISTURBED AREA STABILIZATION Ds4 230 LF SILT FENCE x 0.09 CY PER FOOT = 21 •CV �, This phase shall Inc/ude Silt fencing and oonBtruotion inspection reports are to be kept current and on site or readily .��`S �� rl(ITH SODDING exits and sediment and detention ponds to be installed accessible at all times during the duration of the project until after final a°�v '�P TOTAL SEDIMENT STORAGE = 21 CY p stabilization hoe. occurred, prior to any land disturbing CHECK DAM d-S 21 CY (supplied) > 8 CY (required) p rmi ee � �� { activities to prevent sediment from leaving the site. 6, Sampling of the outfall is the responsibility of the primary pe tt �,,,0 STORM DRAINAGE OUTLET PROTECTION 0 and sampling requirements are to be as per the NPDES general permit. itrOX Intermediate Phase (Phase 11) UTILITIES PROTECTION 82-74 CENTER 7, Silt fencing is to remain in place until- final- atabitiazation, 1-800-282-7411 INLET SEDIMENT TRAP Sd2 STREAM BUFFER ENCROACHMENT' NOTES 9. This phase shall include construction of any outlet 8, Waste materials shall- not be discharged to state waters except as R G LEVEL II structures, retrofits, check dams, inlets authorized by a section 404 permit. ii;��sTE14 `�SEDIMENT TRAP Sd3 1, NEW STRUCTURES ON THIS PROJECT DO NOT CERTIFICATION protection and temporary grassing, 8. These ES & PC �tana are in compliance With Waste disposal, sanitary N�Q.s:• ENCROACH IN THE 25 OR 50 SOOT STREAM NO. 2104 * �E `*` GEOTEXTILE , ISSUED 11-5-05 " Final Phase (Phase III) sewer and septic tank regulations, 2.2.E ., �U�� EXPIRES 11-5-11 CHANNEL STABILIZATION 90, Great care shall be taken to prevent oil spills and leaks. In the event q �. �� VEGATATION N Ch 1. This phase shall include outfall protection, any revised that a spill shall- occur, stop the spill source immediately and implement ROCK RIP—RAP 2, NON-EXEMPT ACTIVITIES SHALL NOT BE inlet protection and any other permanent devices, BMP's and clean-up for the spill CONCRETE CONDUCTED WITHIN THE 25 OAR 50 FOOT LEVEL SPREADER «e, S DRAWING NUMBER STREAM BUFFER AS MEASURED MOM THE WETLANDS NOTE; SPECIAL CONSTRUCTION NOTE: POINT OR WRESTED VEGETATION WITHOUT BMP REMOVAL NOTE ; IF THE CONTRACTOR KNOWS OR CAN REASONABLY ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT RETROFIT OF ENGINEERS AND/OR STATE OF GEORGIA DEPARTMENT q RETROFITS, PERIMETER SILT FENCE IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS To SCALE: 1" = 10' FIRST OBTAINING THE NECESSARY VARIANCES OP NATURAL YRESOURCES. LOT OWNERS AND THE AND CONSTRUCTION EXIT TO BE LEFT IN REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED C....4 AND PERMITS, DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR PLACE UNTIL FINAL STABILIZATION TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK — DUST CONTROL Du DISTURBANCE TO THESE PROTECTED AREAS WITHOUT `- PROPER PERMIT APPLICATIONS AND APPROVAL, HAS OCCURED, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' OR CONFLICT. 4 OF 8 SHEETS \ N LIMITS OF Sd —A DISTURBANCE � Center P/ace Q _____ 100. 00 5704506 E ---- - _ - ....396. 00 ' -_ � � s . ____, .,-------„„z ____ _ iv_ _ _ ,,------„,,296. 00 ' R/W 100. 00 \ ',--is: rri —•• f a 1 Ale, 1 cm cb to a► i N r :::::///// // 9. 7' ! • • •� ; '' i ' ,, /, i • • 4 Karen Panzitta Q I 1 Pin# Existing �\ i } 4-0005-06-006 Residence r`'► �0, esL�- C.5 I I ; - - - - - CI) , \Martha A . Reardon Lasky Beach Existing Lu Pin 4-0005-06-011 �` Rentals Residence ° g # I I Pin/ �''�, , d w i 4-1005-06-006A W 'co z I LIMITS OF o � D Cn LIMITS OF I �° DISTURBANCE ° cc (9 cj DISTURBANCE '. w ► / I ra I , - ' �. n 0 I � z ,� �[ U) Alen a M. aSc% Were .. I J , w o z O? m 1D. 1 I o 0 o ¢ _ Pin 4-0005-06-012 Ds2 0 : ,,,,,, Q .�Donald W. Ramsey ,° -- ¢ Q Ping U) I WO 0 -' . I\ 4-0005-06-0O6B „■ !' , - - -- — — -- — — — — —� A � WC� -- fO' B Fen d1 a A A J i (I) Lpnce L❑D ❑D \. „a, A a,� L❑D - - - - - - - - - - - l-1 \ S 100. 00 ' N70°45 '06 "W R/W W , cn7f 0 ' ° Ds2 Benchmark i m „ , .- ,..R R Spike /n WO Morgan W. Murray o N Helen Dart / �' Q o U N Darby El. 12. 86 Pin# U ; w Z Ping (NA VD88 9 N ., 4-0005-06-0013 o � o 4-0005-06-003 ��6 �� Lim i G r �� G � Flood Zone , I . 99 99 1 iii_ LEVEL II 1 99 99 /�.� ,,., 99° sue° �� CERTIFIC`AT'ION f 99 99 7 NO 2104 z • s ISSUED 11-5-05 z EXPIRES 11-5-11 _J ¢ Ui ¢ 11J Et 0W0 QX O UW O SPECIAL SOIL EROSION PREVENTION NOTES ; 0 a CO p w u SEDIMENT CO CONTROL. PHASE ,�� 1. The state of Georgia requires that the initial *ail erosion prevention w ( Z o Q ¢ iii 9OZL ,� oszoN �4ND N PLAN measures shall- be inspected by the designer within 7 days after IX W ¢ 1„ = 10, installation, z J z ~ � UQ o ,S1OIL ERU�ION LEGEND w 2, it la the responsibility of the contractor to notify the soil- erosion z U w ¢ < 0 TEMPORARY SEDIMENT BARRIER Sd1 A prevention plan designer Within 7 days after the Initial- soil- erosion CO (f) Q measures are in place for inspection, i— Z z 0 TEMPORARY HAY BALES Sd1—Hb 3, Soil erosion prevention plane *hall be kept current and on site or 0 readily accessible at all- times during the duration of the project until- 0 CONSTRUCTION EXIT Co after final. stabilization has occurred, W J 4, Primary permittee must provide a copy of the soil- erosion prevention O MULCHING Del plans to each secondary permittee, DISTURBED AREA STABILIZATION 5, Contractor is to keep a record of his inapeationa of the soil- erosion p Del Erosion and Sediment Control- Phasing WITH TEMPORARY SEEDING control measures to include at (east the folloWfng; a, date and scope of the inspection DISTURBS AREA STABILIZATION Ds3 Initial- Phase (Phaee I) b. name of person performing inspection CONTACT A MINIMUM OF 72 HOURS WiTH PERMANENT SEEDING c. major observations (including noncompliance incidental PRIOR poor cDIGGING Inspection reports are to be kept current and on site or readily :�, ec DISTURBED AREA STABILIZATION Ds4 1, This phase shah Include Silt fencing and construction P P P ;, rip WITH SODDING exits and sediment and detention ponds to be installed accessible at all times during the duration of the project until after final CHECK DAM d—S prior to any land disturbing stabilization has occurred , activities to prevent sediment from leaving the site, 6. Sampling of the outfal( is the responsibility of the primary permittee `4 14> trort STORM DRAINAGE OUTLET PROTECTION fa and sampling requirements are to be as per the NPDES general permit. Intermediate Phase (Phalle fl) UTILITIES PROTECTION CENTER STREAM BUFFER ENCROACHMENT NOTES 1-800-z82-7411 M N 7, Silt fencing la to remain in place until- final- atabiliazation, INLET SEDIMENT TRAP Sd2 1, This phase shall Include construction of any outlet 8. Waste materials shall- not be discharged to state Waters except as d i R G structures, retrofits, check dams, inlets authorized by a section 404 permit, U�'��S Rq , SEDIMENT TRAP Sd3 'I, NEW STRUCTURES ON THIS PROJECT DO NOT protection and temporary grassing, ,,_ t ENCROACH IN THE 25 OR 50 FOOT STREAM 8, These ES & PC plans are in compliance With Waste disposal, sanitary 283 GEOTEXTILE � BUFFE'R, Final- Phase (Phase II ) sewer and septic tank regulations. � RO • s2 Dz IV 10. Great care shall be taken to prevent oil apille and leaks. In the event q, GI � �� cHANyNEGATATIoNiLIzATIoN ® 1. This phase shall- include outfalt protection, any revised that a spill shall- occur, atop the spill- source immediately and Implement 4. B ROCK RIP-RAP 2, NON-EXEMPT ACTIVITIES SHALL NOT BE inlet protection and any other permanent devices, BMPis and clean-up for the api(G CONCRETE , , CONDUCTED WITHIN THE 25 OAR 50 FOOT LEVEL SPREADER LV STEAM BUFFER AS MEASURED FROM THE WETLANDS NOTE; DRAWING NUMBER SPECIAL CONSTRUCTION NOTE: POINT OF WRESTED VEGETATION WITHOUT ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS BMP REMOVAL NOTE : IF THE CONTRACTOR KNOWS OR CAN REASONABLY RETROFIT OF ENGINEERS AND/072 STATE OF GEORGIA DEPARTMENT BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES. LOT OWNERS AND THE 1, RETROFITS, PERIMETET SILT FENCE IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' C..... 5 DUST CONTROL Du DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR AND CONSTRUCTION EXIT TO BE LEFT IN REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PLACE UNTIL FINAL STABILIZATION TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK AND PERMITS, PROPER PERMIT APPLICATIONS AND APPROVAL, HAS OCCURED, REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' OR CONFLICT. 5 OF 8 SHEETS s\ LIMITS OF Sol-A DISTURBANCE \ , Center P/ace \� , , ; P y 4 570 45 6, ..E -=�.- Q[ � � 100. 00 ' 570°45 '06 "E --- 396. 0 _ _ 296. 00 R W 100. 00 \ s �►�,� Water- , 1 - Z 7 \ , '0, - wilerfrowlirw4 ' : ., - i ' /// ////// 9. 7 : :;:.4 Q P #n Panzifta � , EX/S t/I'1�` ,,' � i w 4-0005-06-006 Residence r'-. ' �' Oa ,,E / Sd 1 A ,--, -". / / / 14 / // // / / /// r I - - Martha A. Reardon / / `/ / / // / < :, / , / , � EX/stir �•- / /1/ / I/ 1/ / / /: / / / / / L ach� �: _...:::. :; ,.� ':;. / / , / / / i ; , // ,// r' , i :*;; E:e V O Pirl, 4-0005-06-011 > '' :� /' / / / ' / / ' / / �' ' / / I i Res/derlce w / / / / / / / / / / / / / / / I z Lt1 N W a NCE m DISTURBANCE o / / / / // / / / // / / / "/� / /, ! , /,;// , " , / / / / ; Q = p/ to / / / / " / / / / / // / / / // / 2 / / / / / / _ 1 / (i) liV 0) w N- n ' // // // ,/ / /// / / ' z = N UI)Nerl a M. Sch wera / / / / /� 10. 1 /� / � // / / / � , , ,, / o ' ° z � _ m ' Ds4 / / / / ,, / // / /, / , / � / , ' � p Q d P/nJ 4-0005-06-012 0 _ `` / / / , / / / / / Q 1 Donald W. Ramsey J i`/ / / Pin# i , / // / 4-coos-os-oos8 ,_.l m hi ‘--. Tio•'-, \[)::;;,,,,,,- — �:_ / — - - - - -J A AWCCd A ' BASS F /� Sdi A � j L�p n ce LSD L❑D �� a O `�o ��.cif � ---�-- --- ----�� —_—_�-_— —.� ._-_mss �R lei 4� — !�!.—� .\,,(S 1 100. 00 ' N70°45 '06 "W R/W n ° I D cm f W Benchmark m N , Helen Darby 1 R/R Spike In WO Morgan W. Murray f , ; N E/. 12. 86 � Pin# ° 6 W ; -- CD Q P/ I� (NA I/D88) m 4-0005-06-0013 ° ° ° N 4-0005-06-003 proxI le L,i� `.?ll c Of 100— Year Flood Zone _ I 991 99 LL1 99 99 99 99 ,d LEVEL II = CERTIFICATION a. I X 17 6 991/L�- 9i 15 NO. 2104 z I,S,SUED 11-5-05 z I a. EXPIRES 11-5-11 __I d -- O u IA III tz O I- ° w 4fX Z SPECIAL SOIL EROSION PREVENTION NOTES ; w C0 p r O 9. The state of Georgia requires that the initial soil erosion prevention � � � p< = w SOIL EROSION AND SEDIMENT NT CONT c OL PLAN - PHASE �1 measures shag be inspected by the designer Within 7 days after w � '� Z f« = 1o1 installation, w z w U d iii ,S'OIL EROSION LEGE.�tD 2, It Is the responsibility of the contractor to notify the soil- erosion z U w - < o co TEMPORARY SEDIMENT BARRIER Sd1 A prevention plan designer Within 7 days after the initial- soil-erasion m m (1) Z measures are in place for inspection, h z O TEMPORARY HAY BALES Sd1-Hb 3, Soil erosion prevention plans shalt be kept current and on site or 0 readily accessible at all- times during the duration of the project until- 0 CONSTRUCTION EXIT Co after final stabilization has occurred. w J 4, Primary permittee must provide a copy of the soil- erosion prevention O MULCHING Dsl plans to each secondary permittee, m DISTURBED AREA STABILIZATION Ds2 Erosion and Sediment Control Phasing 5. Contractor is to keep a record of his inspections of the soil- erosion *ITH TEMPORARY SEEDING control measures to include at least the following; , a, date and scope of the inspection DISTURBED, REA STABILIZATION Ds3 rnitial Phase (Phase I) b. name of person performing inspection CONTACT A MINIMUM OF 72 HOURS *1 H PERANENT SEEDING PRIOR TO DIGGING a. major observations (including noncompliance incidentsl TECT4 DISTURBED AREA STABILIZATION Ds4 1, This phase Shall Include Silt fencing and construction Inspection reports are to be kept current and on site or readily ,�t5 *ITH SODDING accessible at all times during the duration of the project until after final � ��'° exits and sediment and detention ponds to be installed g P � prior to any land disturbing stabilization has occurred CHECK DAM d-S rccc-2 activities to prevent sediment from leaving the site, 6. Sampling of the outfall is the responsibility of' the primary permittee `�< 1•) STORM DRAINAGE OUTLET PROTECTION UTILITIES PROTECTION CENTER and sampling requirements are to be as per the NPDES genera! permit. © Intermediate Phase (Phase IT) 1-800-282-7411 STREAM BUFFER ENCROACHMENT NOTES : 7 Silt fencing is to remain in place until- final- stabiliazation. INLET SEDIMENT TRAP Sd2 1, This phase shall include construction of any outlet 8, Waste materials shall- not be discharged to state Waters except as o R structures, retrofits, check dams, inlets authorized by a section 404 permit. 'u,Q,I STF4,4 SEDIMENT TRAP Sd3 I New STRUCTIMES ON THIS PROJECT DO NOT protection and temporary grassing, I . , }�F, ENCROACH IN THE 25 OR 50 FOOT STREAM 8, These ES 6 PC Mans are in compliance With Waste dIspoeat, sanitary 8 GEOTEXTILE ( g BUFFER. Final Phase (Phase UT) sewer and septic tank regulations, 4 E i2-2S 1. This phase shall Include outfall protection, any revised 10. Great care shall be taken to prevent oil spills and leaks. In the event q, Cl ti�*\' CHANNEL STABILIZATION p p , y that a spill shall- occur, stop the spill- source immediately and Implement 1t B VEGATATION Ch 2„ NON-EXEMPT ACTIVITIES SHALL NOT BE inlet protection and any other permanent devices, BMA's and clean-up for the spill COCK E RAP CONCRETE TE CONDUCTED WITHIN THE 25 OAR 50 FOOT LEVEL SPREADER (Tv) STREAM SUFFER AS MEASURED FROM THE WETLANDS NOTE; SPECIAL CONSTRUCTION NOTE: DRAWING NUMBER POINT OF WRESTED VEGETATION WITHOUT ALL WETLANDS ARE UNDER JURISDICTION OF THE CORPS 13 MP REMOVAL NOTE ; IF THE CONTRACTOR KNOWS OR CAN REASONABLY RETROFIT OF ENGINEERS AND/0772 STATE OF GEORGIA DEPARTMENT BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT FIRST OBTAINING THE NECESSARY VARIANCES OF NATURAL RESOURCES, LOT OWNERS AND THE 1, RETROFITS, PERIMETER SILT FENCE IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO SCALE: 1" = 10' DEVELOPER ARE SUBJECT TO PENALTY BY LAW FOR AND CONSTRUCTION EXIT TO BE LEFT IN REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED C IMINII 6 DUST CONTROL Du AND PERMITS. DISTURBANCE TO THESE PROTECTED AREAS WITHOUT PLACE UNTIL FINAL STABILIZATION TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK — —' PROPER PER IT APPLICATIONS AND APPROVAL. HAS OCCURED, REQUIRED TO BE RECONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY 0 10' 20' 25' M OR CONFLICT. 6 OF 8 SHEETS t SOIL EROSION & SEDIMENTATION CONTROL NOTES CLEARING NOTES: 1, NARRATIVE: THE EXISTING SITE CONTAINS AN EXISTING RESIDENTIAL STRUCTURE AND THE 1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM, GROUND IS GENERALLY FLAT WiTH SLOPES BETWEEN 0 PERCENT AND 2 PERCENT WITH FEW COASTAL PLAIN VEGETATIVE COVERS TREES. THE PROPOSED PROJECT WILL BE THE DEMOLITION OF THE EXISTING STRUCTURE AND 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND CONSTRUCTION OF A EW RESIDENTIAL STRUCTURE, THE TOTAL SITE IS APPROXIMATELY 0.16 UTILITIES PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES AND FOR AVOIDING ALL ACRES WITH THE ES11 ATED DISTURBED AREA TO BE ail ACRES. CONFLICTS WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED MONTH OF TEMPORARY OF AT THE EXPENSE OF THE CONTRACTOR. ~�NTlNG EMPORARY GRASS RATE PLANTING PERMANENT GRASS RATE 2. DEVELOPER / CONTRACTOR: R.N. BLACK ASSOCIATES, INC, 417 EAST 53rd. STREET 3. ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE SOIL AND WATER CONSERVATION TYBEE ISLAND, GEORGIA 31328 JANUARY- ANNUAL MARCH- CENTIPEDE SOD OR 10 Lbs./Ac COMMITTEES MANUAL FOR EROSION AND SEDIMENTATION CONTROL IN GEORGIA. MARCH LESPEDEZA 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) 3. 24 HOUR CONTACT: R.N. BLACK ASSOCIATES, INC, ALL SEDIMENT CONTROL FEATURES SHALL BE MAINTAINED ON A REGULAR BASIS 912-234-5138 AND SHALL BE REMOVED BY THE CONTRACTOR UPON ACCEPTANCE OF THE SITE - BY THE OWNER. SEE LAND DISTURBING PLAN. MARCH- COMMON BERMUDA MARCH- CENTIPEDE SOD OR 10 Lbs./Ac 4, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THE 4. ALL DISTURBED AREAS AND PROPOSED EARTH GRADING NOT TO BE COVERED BY OTHER JUNE (HULLED) 10 Lbs./Ac JUNE COMMON BERMUDA (HULLED) CURRENT STATE SOIL AND WATER CONSERVATION COMMITTEE OF GEORGIA "MANUAL FOR SURFACES SHALL BE GRASSED AS DESCRIBED ON THE LAND DISTURBING ACTIVITY PLAN, EROSION CONTROL IN GEORGIA. 5. PRIOR TO ANY 5, EGRESS FROM THE SITE �V!LL BE SUCH THAT ALL VEHICLES MUST TRAVERSE JULY- COMMON BERMUDA (HULLED) 10 Lbs./Ac CONSTRUCTED AT EACHRPO NT OF ENTRY TO OR EXDlTFROM THE CONSTRUCTION S TE,EXITS lESHALL BE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES BEFORE ENTERING ANY PAVED APRIL- BROWN TOP MILLET 40 Lbs./Ac AUGUST OR a ENTRANCES TO THE SITE WHICH ARE NOT PROTECTED SHALL BE BARRICADED, PUBLIC HIGHWAY, CENTIPEDE SOD 10 Lbs./Ac W 6. BALES OF HAY, STRAW OR SILT FENCE SHALL BE PLACED AROUND ALL STORM INLETS 6. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION EXITS, ALL PERIMETER TO PREVENT SEDIMENT FROM ENTERING NEW PIPE OR DRAINAGE WAYS DURING COMMON BERMUDA (UNHULLED) 10 Lbs./AC EROSION CONTROL DEVICES AND STORM WATER MANAGEMENT DEVICES SHALL BE CONSTRUCTION. THESE MEASURES ARE TEMPORARY. SEPTEMBER- RYEGRASS 40 Lbs./Ac SEPTEMBER- OR INSTALLED PRIOR TO ANY OTHER CONSTRUCTION. FEBRUARY FEBRUARY CENTIPEDE SOD 1/2 Bu./Ac U 7, ADDITIONAL EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER 7, THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POSITIVE DRAINAGE OF ALL AREAS AIITHIN THE PROJECT SITE INCLUDING RIGHTS-OF-WAYS, EASEMENTS GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION CONTROL AND LOTS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY FILL AND OR GRADING DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE PLANS IF DRAINAGE TO MEET THE FINISHED PLAN GRADES AND ELIMINATE ANY AND ALL AREAS U) PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE WHICH ARE LOW AND DO NOT DRAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR / . PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION ENSURING PROPER DRAINAGE OF ANY AREAS WHICH ARE CHANGED AS A RESULT OF CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING ANY FIELD ADJUSTMENTS TO THE CONSTRUCTION PLANS. ,/ PHASE OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSIO DURING ANY - PHASE OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY : 8. THE CONTRACTOR WILL NOT BEGIN CLEARING OR ANY CONSTRUCTION ACTIVITY UNTIL ,/ % > d' w THE APPROPRIATE PERMITS HAVE BEEN ISSUED. 8. THE LOCATIONS OF EROSION CONTROL DEVICES SHALL BE ADJUSTED AS CONSTRUCTION 1"/ ¢ t°-�` ,:�, w CO Z PROGRESSES IN ORDER TO MAINTAIN A FUNCTIONING EROSION CONTROL SYSTEM, 9, IF REQUIRED, TREE PROTECTION BARRICADES SHALL BE INSTALLED PRIOR TO ANY .w , :. 4 ,.,* W d N 1- >,,o tl -- tr? CLEARING ACTIVITY AND MAINTAINED UNTIL INSTRUCTED BY OWNER OR ENGINEER ;':.'.• p� �•�, ' a C� 9. THE FAILURE OF ANY EROSION CONTROL DEVICE TO FUNCTION AS INTENDED, FOR ANY TO REMOVE THE , /4 •cot..d4o � cwt,!/ m I a Q' O REASON, SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY ! , �' cba•.� . .•..••. 10. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO AVOID DAMAGE TO TREES AND ROOT Zi0:11.!,14";41« • % U) W W • • . .�• 10. EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAINFALL EVENT SYSTEMS WHILE WORKING WITHIN TREE PROTECTION BARRICADES, THE CONTRACTOR! °b• . �••• o•• • U` 4o m I a • • • + • SIDE VIEW �../ < AND AT LEAST DAILY DURING PROLONGED PERIODS OF CONTINUOUS RAINFALLS, SHALL NOT rORK *THIN TREE PROTECTION BARRICADES TROUT A REPRESENTATIVE � •'••�`'••t '-'" Q i, 1M N 1M VE i. ••..• •••.•.•. _ 11, EROSION CONTROL DEVICES SHALL CLEANED THEY FROM THE 0 OR ENGINEER PRESENT, / ••000Qoal ...••.�'4) +i :•*• jam. E Z Q N tl) N N VIC LL BE CLE NED WHEN E BECOME HALF FILLED ,1i• W 4~ 0 .....:6,-,••••,.-.. Z WITH SEDIMENT. 11, PRUNING OF TREE LIMBS, BRANCHES AND ROOTS OF TREES WHICH ARE WITHIN TREE . .. ••"' ° �•,•' ' PROTECTION BARRICADES SHALL BE DONE IN CONFORMANCE YI(ITH SPECIFICATIONS / ��° *'• •O:Do. .g..- co,:.•.;,!" .. 1 12, EROSION CONTROL DEVICES SHALL BE REPAIRED AS NECESSARY TO MAINTAIN A 'NATIONAL " " �` `",'Ob.o`e�a.••••0. •,ir„r AND RECOMMENDATIONS OF THE ARBORIST ASSOCIATION" (N.A.A.) IN PRUNING FUNCTIONING EROSION CONTROL SYSTEM. " �••� . ..ao,., id STANDARDS FOR SHADE TREES . ANY VARIATION FROM THE RECOMMENDATION OF _ ? • it % T t� 13. EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT COVER IS THE N.A.A. SHALL BE APPROVED BY THE OWNER IN WRITING PRIOR TO ANY PRUNING. MW '...•,.• • •4 J4 Iw GEQTEXTtLE UNDERLtNER •,:•.•:',.i...,;. .•, • O ESTABLISHED AND THEN REMOVED SO THAT DRAINAGE FROM THE SITE IS NOT IMPAIRED. 12. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS Ns.A.R_s (13.-3.51 co LD TRENCH 14, STORM WATER DETENTION DEVICES SHALL BE CLEANED AS SPECIFIED ABOVE AND AFTER LIMITS OF CONSTRUCTION . COARSE AGGREGATE PERMANENT GROUND COVER HAS BEEN ESTABLISHED, 13. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, O 15, ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT TEN PORARY CONSTRUCTION EXIT NOTE: OVERLAP 18« AT FABRIC JOINTS STABILIZED WITH TEMPORARY SEEDING. WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CQ CONTROL GRASSING". N.T.S. 16, ANY DISTURBED AREAS WITH SLOPES 2:1 OR FLATTER WHICH ARE NOT STABILIZED 14, DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA ° BY ANY OTHER MEASURES SHALL BE SEEDED AS SPECIFIED 1N PERMANENT SEEDING". w IMMEDIATELY SURROUNDING THE SITE ICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY FRONT VIEW 8 17, VEGETATIVE METHODS: AND EFFECTIVELY DRAINED, SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER ry WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY A VEGETATIVE COVER SHALL BE ESTABLISHED AND MAINTAINED OVER ALL FINAL ACCEPTABLE MEANS APPROVED BY THE ENGINEER. o 0 ■ N GRADING AND OTHER DISTURBED AREAS OF THE SITE. SEE COASTAL PLAIN VEGETATIVE u o COVERS FOR AN OUTLINE OF THE ESTABLISHMENT OF VEGETATIVE COVERS, . 1 o 0 WEEKLY INSPECTION OF 'THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY '' 1 A , J A AREAS REQUIRING RE-ESTABLISHMENT OF GRASS, TENTATIVE ACTIVITY SCHEDULE LIME RATE: 1 TO 2 TONS PER ACRE FERTILIZER: 1500 POUNDS OF 6-12-12 PER ACRE 2009 2010 NOV DEC JAN FEB MAR APR 18. MULCH: INSTALLATION OF SEDIMENT CONTROLS TEMPORARY E IV{P O RA RY SILT FENCE DETAIL E TA I L AND TREE PROTECTION BARRICADES �` MULCH SHALL BE UNCHOPPED, UNROTTED, SMALL GRAIN DRY STRAW APPLIED AT Sd ( -A A RATE OF 2 TONS PER ACRE. MULCH MATERIAL SHALL BE RELATIVELY FREE FROM ALL SITE GRADING -- KINDS OF WEEDS AND SHALL BE FREE OF PROHIBITED NOXIOUS WEEDS 4jHICH ARE AS FOLLOWS : CANADA THISTLE, JOHNSONGRASS AND QUACKGRASS. SPREAD MULCH j{� - �j UTILITY INSTALLATION NO/'7 APPLldAPLE?' ECHANICALLY OR UNIFORMLY BY HAND. MULCH ANCHORING SHALL BE ACCOMPLISHED Z 1 MEDPLACEMENTPIATELY AFTER MULCH PLACEMENT, TO MINIMIZE LOSS BY WIND OR WATER,THIS MAY BE DONE BY PEG AND TWINE METHOD,MULCH ANCHORING TOOL, NETTING OR BUILDING CONSTRUCTION 1 cp. 0 Q -, LIQUID MULCH BINDERS. W a I- (9 ""-t PERMANENT GRASSING ...... Z U WO o Q 19, SOIL TYPE: THE SOILS IN THIS AREA HAVE BEEN CLASSIFIED BY THE SOIL CONSERVATION a 50 O 0 SERVICE AS BEING CuC (Chipley-Urbon Land Complex), PAVING NO/'T APPLIdABL£i a.. patt) p 20. THIS DEVELOPMENT IS WITHIN MINIMAL ZONING AREA "VE-16" ACCORDING TO MAINTENANCE OF SEDIMENT CONTROL POST SIZE Z O Q Q F.I,R•M. COMMUNITY PANEL NUMBER 13051 COO214F, MAP REVISED SEPTEMBER 26, 2008. (88 Z DATUM) W Z REMOVAL OF SEDIMENT CONTROL •�• FENCE MINIMUM TYPE OF POST SIZE OF POST A (MIN) B (MIN) C D E(MAX) F W W W U Z 1-- TYPE LENGTH Z U W -I 4 0 21. THIS SITE IS IN ZONE "VE-16" AND IS LOCATED WITHIN THE 100 YEAR FLOOD ZONE, A A 4'-O" Soft wood 3" dia. or 2X4 30" 18" 28" 6" 6'-O" USE 36" D.O.T. �� m Z MINIMUM ELEVATION OF 16.0 HAS BEEN SET. (88 DATUM} SITE DATA Oak 1.5"X1.5" APPROVED FABRIC. I-- USE WOOD OR Steel 1.31b./ft. min. STEEL POSTS. [1' SPECIAL NOTES: TOTAL ACREAGE 0.16-16" 1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE ESTIMATED DISTURBED AC EAGE....0.11 B 3'-0" Soft wood 2" dia. or 2X2 18" 18" 16" 4" 6'-O" USE 22" D.O.T. PREVENTEDED BY E INSTALLATION OF EROSION AND S.C.S. SOIL SURVEY FROM WEB SOILS Oak 1"X1" APPROVED FABRIC USE WOOD OR SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR Steel .751b./ft. min. STEEL POSTS TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. C 4'-O" Steel 1.31b./ft. min. 30" 18" 28" 6" 4'-0" USE 36" D.O.T. APPROVED FABRIC 2. THE INSTALLATION OF EROSION CONTROL MEASURES AND USE STEEL POSTS PRACTICES SHALL BE INSTALLED PRIOR TO OR CONCURRENT ONLY WITH LAND DISTURBING ACTIVITIES. �t P� gt Q ' i• CONTACT A MINIMUM O 72 HOURS m PRIOR TO DIGGING 3, EROSION CONTROL, MEASURES WILL BE MAINTAINED AT ALL N �, • st `�SeRnrEET,, TIMES. IF FULL MPLEENTATION OF THE APPROVED PLAN DOES NOT --� o �, PROVIDE FOR EFFECTIVE EROSION CONTROL, so FASTENERS FOR WOOD POSTS ; 'P tlit4\ ADDI ONAL EROSION AND SEDIMENT CONTROL EASURES SHALL BE hk• �,oy y GAUGE CROWN LEGS STAPLES/POST IMPLEMENTED TO CONTROL OR TREAT THE SEDIyIENT SOURCE. ��' • o �° 7% `� 4 Wire Staples 17 min. 3/4" Wide 1/2" Long 5 min. �` �yv UTILITIES PROTECTION CENTER 4. CITY OF TYBEE ISLAND PERSONNEL SHALL HAVE THE RIGHT TO !-800-282TIO i I INSPECT STORMWATER FACILITIES AT ALL TIMES. TYEIMe TSLANt, 7' m GAUGE LENGTH BUTTON NAIL/POST 5. STATE WATERS DO NOT EXIST WITHIN 200 FEET OF THE PROPERTY. HEADS o G�,ORG/4 U Nails 14 min. 1" 3/4" 4 min. :31S T4-4; 6. FRESH WATER WETLANDS DO NOT EXIST ON THIS PROPERTY. j,.; I . F. 7. THE EROSION AND SEDIMENT CONTROL PLAN DESIGNER HAS 2- � VISITED NE SITE PRIOR TO DESIGN OF THE E & SC PLANS. C°,,l•r p�� 9�F ��R��, �• A. 8. THE RECEIVING WATERS FOR THIS PROJECT IS THE ATLANTIC OCEAN. I+`l 9. ANY DISTURBANCE AREA LEFT EXPOSED FOR A PERIOD GREATER LEVEL II DRAWING NUMBER THAN 14 DAYS SHALL BE STABAUZED WITH TEMPORARY SEEDING. VICINITY MAP CERTIFICATION 10. AMENDMENTS OR REVISIONS TO THE ES & PC PLAN WHICH HAVE N0, 2104 7 A HYDRAULIC EFFECT ON THE PROJECT MUST BE APPROVED BY THE I,S,SUR 11-5-05 _, DESIGN ENGINEER. EXPIRES 11-5-11 7 OF 8 SHEETS • DAY INSPECTION NOTE : WASTE MATERIALS : The • =sign professional is to inspect the installation of' the initial sfi sediment ora• - 1, Au waste materials will be collected and stored in a securely lidded, metal dumpster. The dumpater will meet all solid waste require ' nts and perimeter control BMPs, The design professional must be re••ined management regulations. Aa trash and construction debris from by the pr •ary permittee to conduct a site inspection within seven (7) days . ' er the the site wilt be deposited in the dumpater, The dumpster will be the installatt.• of' the initial sediment storage requirements and perimeter -•ntrol BMP's, emptied a minimum of once per week or more often If necessary The design pr• essionaL must report the results of' the inspection to th- primary and trash will be hauled as required by local. regulations, No construction waste will be buried on-site. permittee within - -yen (7) days and the primary must correct all defi•'-:ncies identified in the report within wo (2) business days after receiving the repor (unless additional 2, Aa personnel- will be instructed on proper procedures for waste S ff C 0 N 0 A R Y P E R M I T T E E S time is needed due to •dverse weather). The primary permittee , •y use an alternate disposal. A notice stating these practices will be posted at the jobsite and the Contractor will be responsible for seeing that these design professional to , duct the BMP inspection, provided t - they make a written procedures are followed, request to EPD to change rom the design professional wh• developed the plan and NOTE : THIS MASTER LIST IS TO BE COM('LETE, SIGNED AND KEPT IN THE ON SITE CONSTRUCTION TRAILER EPD has agreed, OR WATERS OF SE STATE,OSED OF INTO STORM WATER INLETS DESIGN PROFESSIONAL 7 DAY IT CERTIFICATIO SECONDARY PERMITTEE'S SIGN WHEN RECEIVING PLANS. ALL SECONDARY PERMITTEES MUST SUBMIT SECONDARY NO.1. AT LEAST 14 DAYS k'RIOR TO BEGINNING CONSTRUCTION ACTIVITY. Date of Inspection : INSPECTIONS : N I certify the site was in compliance with t , S&PC Plan on the date of inspection. Primary Permittee. NAME ; PHONE : 1. Each day when any type of construction activity has it taken place at a primary permittee's site, qualified COMPANY ; FAX Mark Boswell 2104 personnel provided by the primary permittee shall inspect : (a) all areas at the primary permittee's site ADDRESS ; SIGNATURE GSWC LEVEL II DESIGN PROFS IONAL CERTIFICATION # where petroleum products are stores used or handled for spills and leeks from vehicles qnd equipment ; (b) ADDRESS Inspection revealed the fo ing discrepancies from the : PC Plan, all Locations at the primory permittee's site where p g p vehicles enter or exit the site for evidence of' off-site GSWCC LEVEL LA CERTIFICATION NO sediment tracking ; (c) measures rainfall once each twenty-four hour period at the site. These inspections (f) must be conducted until a Notice of' Termination is 1 submitted. W 2, Qualified personnel (provided by the primary permittee) V 0 shell inspect at least once every seven (7) calendar days �. and within 24 hours of the end of a storm that is 0,5 inches >4 I W or greater the following ; (a) disturbed areas of the primary 1 Z I-1-1 I-1-1 NAME : PHONE : permittee's construction site that have not undergone final Cr W _ Thee- deficiencies must be addressed immediately and a re-inspection schedule., ork stabilization : (b) areas used by the primary permittee for < N H COMPANY : FAX : storage of materials that are exposed to precipitation that (Y CO D sh. not proceed on the site until design Professional Certification is obtained, have not undergone final stabilization and ; (c) structural v) p (5 0? 0 ADDRESS ; SIGNATURE control measures, Erosion and sediment control measures (Y C0 U) indentified in the Plan applicable to the primary permittee'a 0 ' J ADDRESS : site shalt be observed to ensure that they are operating Z 'Q Ctj W correctly, Where discharge locations or points are accesibte, jj � (� GSWCC LEVEL IA CERTIFICATION NO, PRODUCT SPECIFIC PRACTICES they shall be inspected to ascertain whether erosion control L.J U) ap CQ measures are effective in preventing significant impacts to < = , 1, Petroleum Based Products - Contginers for products such as fuels, lubricants and tars receiving water(s). For areas of a site that have undergone z N U) wilt be Inspected dally for leaks and spills. This includes on-site vehicle and machinery final stabilization, the permittee must comply with Part T i T m ,- 0 daily inspections and regular preventative maintenance of' such equipment, Equipment IVD,3.a(3). These inspections must be conducted until_ a Notice L-�--1 0 z CD m maintenance areas Will be located away from state water, natural drains and storm water of Termination Is submitted. 0 z T drainage inlets. In addition, temporary fueling tanks shall have a secondary containment < NAME : PHONE ; liner to prevent/minimize site contamination, Discharge of oils, fuels, and lubricants is 3, Qualified personnel (provided by the primary permittee) > prohibited Proper disposal methods Will include collection in a suitable container and shall inspect at least once per month during the term of Q COMPANY : FAX ; disposal as required by local and State regulations, this permit (i,e, until a Notice of Termination is received by Cl) EPD) the areas of the site that have undergone final 1-T T ADDRESS ; SIGNATURE 2. Points / Finishes / Solvents - All products will be stored in tightly sealed original stabilization, These areas shall be inspected for evidence U containers when not in use, Excess product will not be discharged to the storm of, or the potential for, pollutants entering the drainage ADDRESS : • ORMWATER SAMPLING water collection system. Excess product, materials used with these products qnd system and the receiving water(s), Erosion and sediment "✓�•�, S. 'LE ANALYSIS product containers wilt be disposed of according to manufacturer's specifications control measures identified in the Plan shall be observed r GSWCC LEVEL IA CERTIFICATION NO. and recommendations, to ensure that they are operating correctly, Where discharge ( J 1, Stor. afar samples are to be analyze. n locations or points are accessible, they shall be inspected accordan•- with methodology and test 3, Concrete Truck Washing to ascertain whether erosion control measures are effective procedures -stablished by 40 CPR Po- 136 in preventing significant impacts to receiving water(s). OD and the guide e document titled '"NP', S a. Coordinate with site superintendent to ex'caVate a pit deep enough to contain the Wash Storm Water So •ling Guidance D• ument, down water. NAME PHONE EPA $33-8-92-00 , b. Back equipment into pit. 2, Storm Water is to b- for ephelometric turbidity -oil Cleanup and Control Practices W 1 COMPANY : FAX c, Wash down only the chute hopper and rear of the vehicle, DO NOT WASH OUT DRUM. o a units (NTU) at the outfall cation. A discharge of � o ■ storm water runoff fro urbed areas where 1. •cal., State and manufacturer's recommended methods u N ADDRESS ; SIGNATURE beat management pr• ices h• e not been properly d, Make sure wash down water goes into and stays in the pit, for . •ILL cleanup will be clearly posted and procedures N C designed, installs• -nd maintain= - shall constitute a will b. made available to site personnel. Z o ADDRESS ; separate violatio- for each day o Which such e, Coordinate with site superintendent to fill in pit and smooth out ground a D i m conditions tea a in the turbidity of .e discharge 2. Mater • and equipment necessary for spin cleanup will E I m GSWCC LEVEL IA CERTIFICATION NO. exceeding 7 the value that was sele• .d from f, Never allow Wash down to enter a storm system. be kept i the material storage areas. Typical mate ats and ° Appendix r In Permit No, GAR 100003, -e NTU is equipment i ludes, but is not limited to, brooms, d -tpane, 0 0 0 based -on the disturbed acreage of 0.11 res 4. Fertilizer / Herbicides - These products Will be applied at rates that do not exceed the mops, rags, •vas goggles/ oat titter, sand saw -list and W ' Z ,I; g manufgctuer's specifications or above the guidelines set forth in the orop establishment glalbe►-. 7 g gg ! r ! t, r m for t project site, the surface Water drain- .e property plastic and metal Waste canto! :ra, n i Q o N are- of' < 5 square miLeai and receiving Ovate or in the GSWCC Manual for Erosion and Sediment Control- in Georgia. Any storage of ' ch supports warm water fisheries. these materials wilt be under roof in seated containers, 3. Spill prevantio •radices and procedures ill be reveiWed after a spilt and ••'usted as necessary to •revent future 5, Building Materials - No building materials Wilt be buried or disposed on-site. ALL such spills, materials wilt be disposed of in proper waste disposal procedures. 4. All spills Wit be ale..ed up immediat- y upon discovery. All spills will be reported' •. required by •cat, State and Federal - NTION OF 'RECORDS regulations. APPENDIX B 5, FOR SPILLS THAT IMPA ' S r ACE WATER (LEAVE A a. A cop. .1' all Notices of Intent submitted to EPD: SHEEN ON SURFACE WATER), NATIONAL RESPONSE NepheLomefiric Turbidity Unit (NTU) Tables CENTER (NRC) WILL BE CONT• • ED WITHIN 24 HOURS AT b. A copy of' the, rosion, Sedimentation and Pollution Control •n required by 1-800-426-2675, this permit; U 6. FOR SPILLS OF AN UN,- OWN A OUNT, THE NATIONAL Z Cold Water (Trout Stream) c. A design professional's . -.Orr of' the results o e inspection conducted in CENTER (NRC) WILL BE i•NTACTED •!THIN 24 HOURS AT Q accordance With Part IV ,A,5. • • his permit; 1-800-426-2675. Surface Water Drainage Area, square miles d, A copy of all monitoring information, --=uLts, and reports required by this 7. FOR SPILLS GRE' ER THAN 25 GALLS• S AND NO SURFACE tit Cr; I-- C9 permit. WATER IMPACTS, T'E GEORGIA EPD WILL •E CONTACTED U W 0 1 WITHIN 24 HOUR Z U W 2 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ e, A copy of all inspection r- -•rts generated in . ordqnce with Part IV,D,4,a, b1 -1(3 0 W W of this permit; 8, FOR SPILLS ESS THAN 25 GALLONS AND 0 SURFACE 0 0 W WATER IMPA• S, THE SPILL WILL BE CLEANE• UP AND LOCAL. - a- 0 x w 1_,.- I 1.00-10 25 50 75 150 300 500 500 500 AGENCIES . LL BE Z O O f. A copy of all �• •lion sumMaries and violation summary -.orts generated W L1r G( CONTACTE AS REQUIRED, a W 'Q u' z in accordance • h Part III.0,2. of this permit; F J Y Z 9. The • .ntractor shall notify the licensed profession.. Who Z CO Z U SITE SIZE 10.01-25 25 25 50 75 150 200 500 500 g. Dail, ainfall information collected in accordance with Part IV.D.4,a(1 .1' this prepa :d this plan if more than 1320 gallons of petro►- m is W- Q ACRES 25.01-50 Pe one piece of (this equipment capacities aacitof equipment) or if •ny z U w _I 25 25 25 50 75 100 300 500 p' q p capacity greater than 660 m m U) 0 g•••ns, The Contactor will need a Spill Prevention Containm= •t }- d Countermeasures Plan prepared by that licenseed }--- 50.01-100 20 25 25 35 50 75 150 300 •rofessional, z Iz 100.01+ 20 20 25 25 25 50 60 100 LEVEL II CERTIFICATION SANITARY WASTES ; NO' 2104 1, A minimum of one portable sanitary unit wilt be provided for every ten I,S',S'UED 11-5-05 110) workers on the site, Alt sanitary waste will be collected from the EXPIRES 11-5-11 portable units a minimum of one time per week by a licensed portable facility provider in complete compliance with local and state regulations. 2. All sanitary Waste units wilt be Located in an area where the likelihood of the unit contributing to storm water discharge in negligible, Additional Warm Water (Supporting Warm Water Fisheries) containment BMP's must be implemented, such as gravel bags or specially designed -plastic skid containers around the base, to prevent wastes from CONTACT A MINIMUM Of 72 HOURS Surface Water Drainage square miles contributing to storm Water dischages, The location of sanitary waste units PRIOR TO DIGGING g q must be identified on the Erosion Control. Plan Grading Phase Sheet by ,_ i, the contractor once the locations have been determined, `\`�s cf 0-4.99 5-9.99 10-24.99 25-49.99 50-99.99 100-249.99 250-499.99 500+ • •MPLING FREQUENCY 3, Sanitary Sewer will be provided by Municipal Authority/Septic System at the completion of this project. rQ Stor Water samples shalt be taken for the following events ;1.00-10 75 150 200 400 750 750 750 750 HAZARDOUS WASTES : c v(a) For r •oh area of the site that discharges to a receivin. �W°, stream, the, (rat rain event that exceeds 0.5 inches and a •Ws 1, All hazardous waste materials will be disposed of in the manner UTILITIES PROTECTION CENTER 10.01-25 50 100 100 200 300 500 750 750 for monitorin• during normal business hours. (Monday t - Friday, specified by local, stare, and/or federal regulations and by the I-800-282-7411 8:00 AM to 51•,` PM and Saturday 8:00 AM TO 5:00 r I when manufacturer of such products. The jobsite superintendent, who SITE SIZE conatructionactivit 'a being conducted by the Primer Permittee) that wilt also be responsible for seeing that these practices are folloWed, 25.01-50 50 50 100 100 200 300 750 750 occurs after all cle• ing and grubbing operations aVe been completed Wilt instruct site personnel in these practices. Material Saftey Data ACRES in the first drainage • ea of the location selec • as the sampling Sheets (MSDS's) for each substance with hazardous properties G location ; that is used on the job site will. be obtained and used for the C., STF Q 50.01-100 50 50 50 100 100 150 300 600 proper management of potential wastes that may result from these RFo ` (b) In addition to (a) above, each are of the site that discharges products, An MSDS will be posted in the immediate area where ). . to a receiving stream, the firs ain ev- t that reaches or exceeds such product is stored and/or used and another copy of the 2; 72 100,01+ 50 50 50 50 50 100 200 100 0.5 inches and allows for monito • g , ring normal business hours MSDS wilt be maintained in the ESPCP file at the jobsite construction PROFESS*, that occurs either 90 days after - . first sampling event or after trailer office, Each employee who must handle a substance with 12_ di•aft mass grading operations have •e- completed in the drainage hazrdous properties will be instructed on the use of MSOS sheets FtiG11 E-R v area of the Location selected •- the e-• .Ling location, Whichever and the specific information in the applicable MSDS for the product .q lop. coma first : he/she is using, particularly regarding spill control techniques, A, gQ5\` (c) At the time of sample • -performed pursue to (al and (b) above, 2. The contractor will- implement the Spill Prevention Control and if 8MPa are found to -8 property designed, in, -tied and maintained, Countermeasures (SPCC) Plan found within this ESPCP and will no further action is equired. If BMPs in any are. of the site that train all personnel in the proper cleanup and handling of spilled discharges to a r eiving stream are not properly • =signed, installed materials. No spilled , hazardous materials or hazardoud Wastes DRAWING NUMBER and maintained, •rrective action shall be defined qn. • plemented Will be allowed to come in contact with storm water discharges, Within .2 bus( -s days, and turbidity samples shalt be t• en from If such contact occurs, the storm water discharge wilt be discharges om that area of the site for each subseque rain continued' on site until. appropriate measures in compliance With event the reaches or exceeds 0.5 inches during normal bu-• esa state and federal regulations are taken to dispose of such hours tit the selected turbidity standard in attained, or until- • -at- contaminated storm water. It shall be the responsibility of the C- 8 stor event inspections determine that BMPs are ,property desig -d, job site superintendent to properly train all personnel in the use ins • >d and maintained, of the SPCC plan. 8 OF 8 SHEETS 0 U • [_ `:. r 0 Ts f' 4' €3 L (� J ' 3 _f. \ • . . . , , .., . . Note: Temporary Power Pole Area of Liquid Propane Storage tank. Platform to be .,w_.s.< located 10' from any.combustible structure. Storage , Portable Toilet :. .. .- tank to be placed 100 max. from Street. Tank to be X / platform elevated 12" above the DFE with strapping Construction Permit Signage • attached to vertical support of platform. Pipes buried well below Scour Line of Soil. Fuel piping shall be placed inside a 4" PVC section of protection pipe. T The vertical runs of fuel piping strapped against vertical/ I / / I /• \ / / r ' - ' . : • . .., non-breakaway structures. See FEMA details. s wa er 5 °4 06 f ---- . 1 Q . D `� . i , 4.',3 ______ i .49' = ter ,� ,3� , ,! S70°45 '06 1P ---�--- 36'• j r 600".1%., awawrososavorma , se■•■■• . ' ' R .- LfP `t - % .�96. DO / �, k4i Dumpster Z c f I 110-14 4 ®,,� ' \ VINE.. WALE tri g Karen Panzltta w Pin# L. "sf/t? g'PR�.M baticr s P �E, p9 'I, 4—Dt?QJ`"—Q6`--�tl ,'' t .,°4 ReS/ enc _ _ _. n , , e, s, �fl5 8T Ems— I ""' 4- . . . 01 Lasky Beach ,�'' I ' �. L Y Res/clan ce Martha A. Reardon . �,� ,,� 1 r°'s Rentals / '� j �fl5 O� I .£ : r 4-0005-06-011 .. ��. • /} {mot..,;: - - - r - - - ,. ¢ - Rini,'� � � Pin x,e Ems„". $.4.b,e €:`dt..,7 L s., .,a .x° . �i, t` may. ....• - of �•� $.$. / y :c - tl•7 tt.�• l2• //` ± , ��/\j�� (//��(//�)(j\)mod x.«c.s <n !nc,::' e a... K ;:?,711Z:=C ' L° -F ._e,a _# re®s ,• � \ \ f ''C.•. �� --- \III �-i/ M� 6 7 - anti ,fr-, 3ooLc4G(ks1Q„ss .. t,ia a:,:i ,..s :sae I jQi t7t ® \ \ :e� / ;'.r�u . - _ )f 1 N. 1; ri Yard r ..� ., 1 M. . \ ,� �: _ Note: / F _Witty q rs:.c�u " v� ��° ��' . Sideline setbacks: '?rInt., ,,:.:, 13 r - G Cli ,,__. td Propane Tank . Street/Front 20.0 ft. � % _. #o F is sstvssa &'.,..m e'v: ...� ,a.-tom,a�a..... �--. v..� �...w:,.za w 1 • / 1 . _ fl o� - �' • •3--x�el.:�s.•_-.. .. z, rr+'s.- vaY. � ;�,�s. •o 1" onald YY. RC71??Se. Sch wera eh .� �.NnC7 g `' . .�- n � � . ,. _� � 4 \ i/ yam � a {; - . . v. a :n. € PIn 01 1 , C1 „ ;�� 1 boo P//?, /AO. 5 12 i® - �` 4�--0005-06--00 _ ' vc s . ... s. � � ��.�'�� mood ©$� _ °� ��.� �.1©:::::: 1.0 J15' ALM ;<<Fence Q 5,. . �. ..$ fl g e: r 3 � ©� `� Note: 3 Provide 36” height silt erosion fencing ales=g Pa lms 15ZRE those 3 �. (3) REPLACEMENT,:,,,,N, a ry lines. A W per ybee Isla Zoning approval. ,a1 rear and , f�nt� ° , � / T N70 4 0 Da w - :-a» 1----1- Benchmark Provide temporary barrier fencing around trees z: 77L W. Murray to rein along drip line of br�anr±hes hrp as indicated. ,# Helen Darby El. 12.86 Approximate Line Of 100- Year 4--0005--D6--0013 • Pln (NA VDS� Flood Zone Note: \ ot Resubdivision 4-0005-06-003 Removal of(3) 15" Palms per SET ! E. . . " Tybee Island Zoning approval. _ \ Zone "VE"16, : : 35 And 36, W ard 2 T ybee Island • FRONT :- _,.. an. e ._ Zone AE : 15 Zone VE 15 Zone 'VE 5 , „ Chatham County Georgia • :: : . ' , . , :,.:••::•:,:::„„ „.. : County, , :, ,, . }: . t � r r } , _ 4 e y LEGEND: ilz � � F f y- Foundation Location provided by: A ISO Kiio wn A s. No. 3 Center P/ace R. N. Black Associates, Inc. * !rt IRON ROD FOUND Ping 4- 0005-06 -007 * lies /RON ROD SET Note: Before any design work or construction on this site is steed Flood done s� crn�' CONC® O UENT �" lIND �� 1: ' CE Ifti t be verified b the appropriate Building code Official. FOR: R .N • Inc. : , ..,, op OVERHEAD POWER 1. D.B. 241 J PAGE 027 . 2. ARS. C PAGE 166 ' fh jq• ERROR OF CLOSURE: Fl • SPOT ELE'VA T/C1NER,� FIELD : 1 29, 158 . 1) ANG. ERROR : 2"PER ANG, PT® Q'- ADJUSTED BY : COMPASS METHOD• WO WATER OAK ACCORDING TO T1-;1�E FLOOD INSURANCE PLAT : 1/INFINITY RATE MAP 131151 caC1214F DATED 9-26-08 No. 1882 * Helmly E EQUIPMENT:: .° FI NI T Y GTS GTS236W TOTAL STATION LO LIVE OAK PROPERTY IS WITHIN SINGLE PR/SAKI THE SURVEYED 317 DERRICK INN ROAD . A SPEC/AL FLOOD �I�4Z,4RQ. AREA. Q 2C} - , ``4 / / / ASPHALT PAVEMENT �, �' • SAVANNAH GEORGIA 1.��4 Augusi 1 2• '� THIS PROPERTY LIES IN ZONE AE . EL. 15. 0, „ ' ?� SALE: 1 = �'I�,� :� ,► (912) 925-3523 J®B 09- 1 1 YE 15 & VE 16 • 4. a . 12E-vI5ED - 3/23/fo \ \ \ . , \ ter Place 20 ' RI W\\ / 1 / 1 /Wa er 1 ° ' S7 45 06 --w- 10 . 0 ® 5, c 3 M ter ,, . ° ,• _ S 70 45 06 £ ---. 396. �' f n -" , -Y.a: " " - Y . . " "y>4.' .� • t _ " s* >,w� �fir,'. ,,,,,y -t' 'r:.'+��° ..�� ry%" � .>a"° ' .r® �" '- `� d, " Water • 00 R/W 100. 00 \\_------0 - ,2-',:-. - . ��, - :.o y "0 ��1 Meters 296 '� R"d°' "� °,e " d'4�.' > " °„R . yv° "ne " ^' " . .> . - - -: " ° brick 4aa . 1."{ " cmf s a v a°v 4 , °..Si,.;. v • w'!"•v . t� °'"�' ° ' °.��w' v y > r Jc ■ '°4�" "�� " .a. °,a� "� " e w�!.�/-�"16°V I �/y �"R 4 K y;" `a•�, S � /!s ° �$ .Q� � 6;1 A •°�� Y �h°° `'" s ;f'"t-�>� " ' >S�.j� �� . °� �• � � ° �' " �4 01 i" ' . ' Karen Panz�tta P " xistin te�s' A� 4' Cone . . " �:, . ZI: Pink ® 47. Wood � '; 10� � �• �� 1 -- �.... Residence z Fo ,tai/ ` . ° " . 4--0005-06 006 0. K (i)8 REE �" ' 105%/ Ste s ,�I . " " . " .� c Pad P �� _° " z , �. NMI - " � ' " ' Existing Reardon I Existing ' ` °` '0 1182 ° °) - Lasky Beach g Martha A. Rea 9' co ° ° Y ,, � �` Residence R esodence y -. `` 14\. Rentals Pink 4-0005-06-°011 tt 'cc'55- ��. "4 . ` " . . a - x,455 N • �. . ° �` Pin t v � Ili - ' ` 1 o , . . . Pgtr . l '.. 4--0005 06--006A 4J 4. 7 33.3' Ic . o• " " . " .° 1 N„ % 4%,* �'� I\ . a .3,y . . : " 1 .� . •� O G• 1045 �1°' � . - 4:,4,e - �4 1.10. 1 , �� o� �. �;�� ° 9 ' � 4•Nen a • Sch were , N � ' > " * . X Donald W. Ramsey • Q N1&°� ,04°' Qv \ , ° � v x Pink ` ° �Ln ,6� , : �` Wood Pin 1. 4 a ��- '4 l ` 4-0005-06-012 /04 ,Lo �� 2 � Fence 4-0005-06-0068 ® ,: b Wood �-'�4$ ��,� �4. A 0\p a's cs ..:: Fence 15'PALM ��`,A Mfg 44� ` 12 Alx.fa. ,,�Z4 „I-1©1 Q' - • 5 ..�.-- N70°45'06 "k R/W �< \ 100. 00 cm f Benchmark Morgan W. Marra Spike In WO R�R Sp Pin# Darby 12. 86 100— Year \ ' EI• I Approximate Limits Of 4--0005-06-0013 Ping (NA VD88� s . �- --06-003 Flood Zone 4 0005 Lot Resubdivision \ Zone "VE"16 " " Zone "VE"15 - Zone AE` 15 And Ward -�• •. Zone VE 15 Chatham LEGEND: Also Known As: No. 3 Center P/ace 0 irf IRON ROD FOUND Pin# 4-0005-06-007 ® irs IRON ROD SET ® cm f CONC. ONU ENT FOUND REFERENCE: FOR: R .N . lack A ssoci op OVERHEAD POWER 1. D.8. 241 J PAGE 027 2. P.R.B. C PAGE 166 r RG I ERROR OF CLOSURE:SPOT ELEVATION c, '� FIELD : 1 29, 1 58 ANG. ERROR 2 "PER ANG. PT. WO WATER OAK ADJUSTED BY • COMPASS METHOD ACCORD/NC TO THE FLOOD INSURANCE PLAT : VINFINITY RATE MAP 13051C00214F DATED 9-26-08 * NO. 1882 * Vincent Heimly L O LIVE OAK EQUIPMENT• TOPCON GTS GTS236W TOTAL STATION THE SURVEYED PROPERTY IS WITHIN SINGLE PRISM / / / A SPECIAL FLOOD HAZARD AREA. 9 317 DERRICK INN ROAD ASPHALT PAVEMENT 0 Q • THIS PROPERTY LIES IN ZONE AE • EL. 15. 0, ,, — , ■ S(/ V SAVANNAH, GEORGIA DATE: August 10, 2009 SCALE: 1 = 20 ,► 925-3523 VE15 & VE16 (912) JOB, 09 116 \� \ `\ Center Place 20 ' R/ W \o / f / / 1 e 1Il ��j ! / 1111111 / / I / r Wo 571045 06 10g. 0o V ► S70°45'06 's E -- 396. � � _ �' - , � `� - — 'ems - - — — — � ,' / y� 100. 00 ' `(5 11�� o ��10N 1,�090�\ � I Meters /2 Ili 96.OD R W cmf � �I \� X`-' 109 W )��1 `3 Karen Panzitta � i xisting 2 _ is'PAIM \ �lo�� 09 � - � �, Pin# / n M. °�' Residence \ �>>• ( 5,� 4-0005-06-006 ,/ � Qz 0` J8tTREE � rr O — Martha A. Reardon \ I \ � °� Lasky Beach / Existing � ttz � y� Rentals / Residence Pink' 4-0005-06-017 �,o / _ Lt9 O \ �) Pin/ / \ 'r I 4-0005-06-006A / N.%).6% / .4-4 t \ -/-10' lç •%2•Neva Al. Schwera rn `\ �L‘1$ ILA' x,032 .� � 'r:��9 lobo J k � Donald W. Ramsey / Pin/ � '� �; �,��A.�o 6.�0 ��Qba h ��,Q��.P�* Wood 1 ^ pin", 4-0005-06-012 Z jo�,o`‘ moo {giood ��oa� � �� y� 1obz ��o55Fence i 4-0005-06-0068 t * lea Fence °� 15'PALM \' I� 0J� `iligi,-,_ 4,t.....4(....\3 �1�� _ 15'"P OM39 = 0A9 _ ■ OIt5 \ >00. 00 ' "— N70°45'06 "14)(1 �m� Benchmark \ ` Morgan W. Murray Topographic S urvey He%n Darb R/R ike /n WO � _ � Darby E� >2.86 � '` \ Approximate Limits Of 100— Year Pin# ( � F/ood Zone l 4-0005-06-0013 4-0oo5-os-oo3 � Lot 9 OfA Resubdivision O Lots Z°"e "Ve'6 35 And 36, Ward 2 T ybee Island Zone "AE"15 �� Zone "VE"15 > > ., Zone "VE"15 Chatham County, Georgia LEGEND: Also Known As: No. 3 Center Place * irf IRON ROD FOUND • P/ # 4-0005-06-007 0 irs IRON ROD SET * cmf CONC. MONUMENT FOUND REFERENCE: . FOR: R .N. Black Associates, Inc op ' OVERHEAD POWER 1. D.B. 241 J PAGE 027 2. P.R.B. C PAGE 166 c,ORG/A ERROR OF CLOSURE.•.�,oa5 SPOT ELEVAT/ON G `S.�ER FIELD : 1/ 29, 158 G e0 ANG. ERROR : 2"PER ANG. PT. WO WATER OAK 44' ADJUSTED BY : COMPASS METHOD ACCORDING TO THE FLOOD INSURANCE PLAT : VINFINITY LO LIVE OAK RATE MAP 13051C00214F DATED 9-26-08 * NO. 1882 * Vincent Helmly EQUIPMENT: TOPCON GTS GTS236W TOTAL STATION THE SURVEYED PROPERTY IS WITHIN SINGLE PRISM A SPECIAL FLOOD HAZARD AREA. I I 0 ' �� 317 DERRICK /NN ROAD• I/ / / ASPHALT PAVEMENT "AE". ■ • Su . ` SAVANNAH, GEORGIA DATE: August 10, 2009 THIS PROPERTY LIES IN ZONE EL. 15. 0, SCALE: 1 " _ . ':O VE 15 & VE 16 4 a (912) 925-3523 JOB# 09- 116 . R. N. BLACK ASSOCIATES 417 EAST 53RD. STREET ' I I ft SAVANNAH, GEORGIA 31405 Pt2•ovlDE. 5Ab - k, 'ti {�,,i-�-1 • <� _ ' : { `$ - - .' PHONE:912-234-5138&FACSIMILE:912-238-3624 INTERIOR FINISH SCHEDULE &#• � v: /�,•� �,,�,,•''' ��} � �~-€ OWNER: THIRD FLOOR: <-`'' — � 1� 12 3 LEE ANN &JAMES HOLCOMB• ROOM FLOOR WALLS CEILING BASE MLD. CASING FRIEZE _ �,�./ pw u ,.. :..v -�s 3� WASHINGTON AVENUE Living 1 a 3 6 7 9 11, 12 -i� � � y= ®� � SAVAi�NAH,GEORGiA31405,.., Dining 1 a 3 6 7 9 11, 12 __.; _ v_ "� r w . '. + 1 5 t - - e {.. , , . �' ` "'" JOB LOCATION: Stair Hall 1 a 3 6 7 9 11, 12 24" `.. �� iii 11ii® ,.i III 1111 1111 3 CENTER PLACE ,� . 0.4. ,1� 11111111 ' ,■� �,�� ,�� TYBEE ISLAND, GEORGIA 31328 Kitchen 1 a 3 6 7 9 11,12 1 MN 1111 ' 1111 1111, Powder 1 a 3 6 7 9 11, 12 ® ; i i 115 i- 6c42.a.14 Pantry/Hobby 1 b 4 4 shoe 9 11 t— Q i _ � ° Stair parts Treadstlanding to match Hickory.Risers to be trim painted. Handrail cap to match Hickory - a.-��__ 11 II I floor. Pickets ZxCL trim painted. _ I 11 tl `-- -4 _ t 7r+f..� :...:;,;i:4,1: s2.«�.. -t>,- - - -"--".3- 'z.6 s ti" 'd s1A=rtil ',�#ie,� J . .... I Inc SECT. 302 N .STD 10. 9 9;.C1, 102 At ',3, SECOND FLOOR. ` ROOF SLOPES ARE 2112 -7112 FOR WOOD -- ;A-7,---,:-.4, y Q! )'E'. � �-":.-.-. _..__-.._.__. - .: - - - - ALL j `x 413 },I DOWNS ROOM FLOOR WALLS CEILING BASE MLD. CASING FRIEEZE - ® ALL ommuI ?.AL 5 IN OLD o Q ' Milli;' ice■ _ __LL - 7-� _ �� E I E �� {ail Lounge 1 b 5 4 7 9 11, 12 sn .- -h I: I I �M ; �.-.� 4.;-. :- 1111111,,f1 EWE 1111i INN lilt uInn 1111 . Owner's BR 1 b 4 4 8 9 11 _- - ", nii M Mill 1111 ii■i; ■� �vik` r ��iy ® : ; 11111111 I 11111 . 1111 .11111111111111111111111111111111111.MIME Owner's Bath 1 b 4 wainsc. 3 above wainsc.8 9 11 10111.1111111111111011.101111111.111111111 Midi ... BR 2&3 1 b 3 3 8 9 11 12 -4._1_ , �� Stair Hall 1 b 5/3 4 8 9 11 IN i - �� Secondary Baths 2 16/3 3 8 9 11 ® - - �� &�— - otts,ii'iluk-coapitint,i, iii:hopeam Laundry 1 b 16/3 3 8 9 11 �. irnhIuit ., , ®� �:� '/' �i , �:� , ,�—Closets 1 b 3 8 9 , � ® � " , I' ;: pi i I FIRST FLOOR: ROOM FLOOR WALLS CEILING BASE MLD. CASING FRIEEZE Ii ,Cc-i Lc Garages 14 15a 4 1 x 4 Screened Entry 14 15d 4 1 `£'' _ _ _.. . Storage 14 15c 4 1 x 4 gf 3� x a -�.-.. ... .� --.--... Y^sf yre-if_-+• __ "- __ __ _ _ _ __ - __ i , Changing 14 15b 4 SOUTH - ELEVATION ,1# _ 1/4 4 LEGEND: 111 tit 1. 3/"Wood 7"wide(min.)plank. a.)Hickory b.)Red Oak distressed painted . . 2. Floor Tile backer, 1"hex-shape Carrera Marble per owners selection. 1 3. '/2"sheetrock, one coat latex primer,two coats latex eggshell top-coat. ' I'`� ® ,�/''� 4. 6"t&g 3/4"v-groove Cypress, one coat oil primer, two coats oil top-coat satin trim paint, iZ � '�m;� Ii 12 sand between coats. po_ 5. Artisian series James Hardie exterior Horiz. Lap Siding. Paint to match exterior color. IIIiIIt • 6. 2x 1. iii,,v-groove flooring installed on top/attic side of joist, two coats oil top-coat satin trim paint _� _ _ " �----.- �a 20%color, sand between coats. Sample approved by Designer. . ' ii „ ��u� . ,111 �1I1 '�i' INN 11111111 � 11 � �� Y� I��$ ESCAPE �� 7. 1x10 base w/11/16 base shoe, one coat oil primer,two coats oil top-coat satin trim paint, i< ®i RESCUE OPENINGS 1111 lull 11 F sand between coats. 1/11 :, ,,,l I", �� i �IjA� ij � Ailil (ll :sl # l ' === 1111 uu11 iiiir 11 =� Pia , 1 � � I• 8. 1x8 base w/11/16"base shoe,one coat oil primer,two coats oil top-coat satin trim paint, p ®� ��.• MINIMUM sand between coats. ' �� P CLEAR OPENING P pia as is • �1 � 9. 1x4 vertical casing, 1 11116"stool(at windows), casing quarter _-- - I.;. �NM . casin head of 1x6 w/ uarter round&5/4 = NM cap returned, one coat oil primer,two coats oil top-coat satin trim paint, sand between ME • �_ coats. ' F-P Ell ., 10. 5/4x10 plinth, with rounded top to meet casing, one coat oil primer,two coats oil top-coat .� 3 r1 f F V• ?-9•.5. _` - _ satin trim paint, sand between coats. ,.:- :191111111111111111111111111111111M11111 i r 111111111 _ • 11. 2 3/" Bed mould, one coat oil primer,two coats oil top-coat satin trim paint, sand between W.. `a �� ,; >-. ;� >�f ; , e� �_, _, -,1 ��.. ►A � � i. Imo I 1 coats. v `� 1 E` II,01 1®11 ;��11 X111 f ii ' 11111 f 1111 12. 1 5/8"Picture mould located 12"from ceiling, one coat oil primer,two coats oil top- ;hum I , ; i 1111 ' i 1111 �` 1 �� ' o {®�11 . 1111 1� ,� a� 111 111 coat satin trim paint, sand between coats. '>i�� ::11111 .1 i ISSUE DATE: �ovr fp,g z3 00 i 1 - i• ( 1 / 13. Stair Parts shall be as follows: Stained Wood treads to match flooring selected by t - i . �® 1 -. • - owner. Stained Wood Handrail Cap(6010 series, plowed)to match flooring selected by es. S i As -__- - owner. Newel shall be 7'/2"plain square Mission style, stained to match Cap and floor. �� -� • 11E'''I i� � h h. :_:.. MI• REVISION DATE: 372,3/2010 Risers shall be trim-painted mfg. riser w/trim-painted%2" below nosing returned at __ • _�_ ..e..—....__. sides. Balusters shall be 1 3/4"square fluted,trim-painted. '3.112-r2-1). (Type cAL) �" - t I - DRAWN BY: 06 112 r3 14. 2 3/8"Concrete Pavers(non-pervious within limits of perimeter curbing of building framing 2n� i `'�:1: '� f • , limits)on compacted bedding sand and aggregate as required. Finish with vibrated sand F' e..kv' ,':3 to lock. Seal for color retention. ,. sue--= _�. a _ T T . 15. Breakaway walls per Sheet S204. Finishes shall be: /r I , /; _ __ Ni AlliSI� � r � CHECKED BY.:;` iII;iit t: 6WEAKAwA ai '" ../11� k . � 11►. elf 1 � i��. 1� �/ �. b. 1 x 4 PVC on 4 / centers both sides. 17.a - SHEET NUMBER c. 1 x 4 PVC on 4'/Z"centers on 3/"marine plywood. i s fl � - , � I A--Z'" d. Insect screen. - I5F e" 16. 3 x 6 Glazed ceramic tile-subway pattern. `i PROJECT N LIMBER: 3GtNT1 2��C� -1", - 4 • PROPERTY OF R.N.BLACK ASSOCIATES.INCORPORATED. 417 EAST 53w.STREET SAVANNAH,GEORGIA 31405. IS f F•F- V. It.25' �. ALL LLUSTRATiONS AND MATERIAL CONTAINED WITHIN I ■ ®_. ■ ■ THIS SET IS THE PROPERTY OF R.N.BLACK ASSOCIATES, INC.AND MAY NOT BE REPRODUCED.EITHER IN WHOLE N4442.1.1 S-i(! 595r64,4 o S�S� OR iN PART WITHOUT THE WRI I I EN PERMISSION OF R.N. 1t BLACK ASSOCIATES,INC.. R.N. BLACK ASSOCIATES, WEST E LEVATI ON I 1/4 " INC.CAN NOT ASSUME LIABILITY FOR ANY HOME BUILT FROM THIS PLAN.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DRAWINGS,DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST COMPLY WITH CURRENT LOCAL AND NATIONAL BUILDING CODES. ALL STRUCTURAL REQUIREMENTS SHALL BE DETERMINED BY A LOCAL ENGINEER. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWN DIMENSIONS. r R. N. BLACK ASSOCIATES 417 EAST 53RD. STREET WINDOW SCHEDULE , _ _.: :. •; ,: v_ SAVANNAH, GEORGIA 31405 MARK SIZE REMARKS TYPE DOOR SCHEDULE PHONE:912-234-5138&FACSIMILE:912-238-3624 A Triple 2`-8"x6'-0" with 8" Mull Dbl. Hung MARK SIZE REMARKS B Twin 2'-8"x6'-0" with 8" Mull Dbl. Hung 1 3'-O"X6'-8" Fireproof Exterior(Secured) "WINDOM DOORS AND SKYLIGHTS C 2'-8"x6'-0" Dbl. Hung 2 5'-0"x8'-O" Dbl.Exterior 18 Lite French(Secured) W 10-90 TAKES S 6O2A1, 6O2A2 602A3,SECT,604 OWNER: D 1'-0"x3'-0" with Leaded insert Fixed 3 5'-O"X8`-O" Dbl.interior 1& Lite French(Secured) AND IC 301.2.1.2 LEE ANN &JAMES HOLCOMB E 2'-8"x4'-8" Dbl. Hung 4 21-6"X8'-O" 5 1/2" Pocket WINDOWS,GLAS n AND SKYLIGHTS SHALL BE 39 WASHINGTON AVENUE F 2'-8"x4'-8"w/ 1'-8"x4'-8"flankers with 8" Mull Dbl. Hung 5 3'-O"X8'-O" Exterior Fireproof (Secured) APPROVED AND INSTALLED TO COMPLY WITH BOTH} G 2'-8"x4'-8" Dbl. Hung 6 3'-O"X8'-0" Exterior 12 Lite French(Secured) POSITIVE AND NEGATIVE g , � 1 SAVA�JNAH,GEORCIA3I4OJ H 2'-8"x5'-6" Dbl, Hung 7 3'-O"X8'-O" Exterior 12 Lite French(Secured) u> , 1 2'-8"x5'-0" Dbl. Hung 8 2'-6"X81-0" interior 18 Lite Single French J 2'-0"x5'_0" g Dbl. Hung 9 2'-6"X8'-0" interior { � 1 ;s� , ;i ;rrisls ;i cQp. JOB LOCATION: L`� au v't a.•a K 2'-4"x5-0" with 4" Mull 1/2" c� `i 'iF. niI 1 t,.R�, Dbl. Hung 10 2`-O"X8'-O" 51 2" Pocket �� ,� ,i .I� �, 1 L 3'-0"x5'-0" (Secured) _ o 9 _ o / '� ENTER PLACE 11 3'-O"X8'-0" Exterior , t ?�s � TYBEE ISLAND, GEORGIA 31328 Dbl. Hung 1/2" :33 ` M Triple 3'-0"x51-0" with 8 Mull Dbl. Hung 12 • 31-0"X81-0" 51/2 Pocket N Triple 2'-8"x3'-0° with 8" Mull Fixed 13 5'-O"X6'-8" Dbl.T&G 1x4 V-Groove Constructed(Secured) la 0 2'-8"x3'-0" Fixed Sash Fixed 14 T-6"X6'-8" Dbl.T&G 1x4 V-Groove Constructed ►1 MC Sou. RS812 - SEPARATISM REQUIRED. 15 3'-0"X61-8" Exterior 1/2 screenIIa( Iii � �) habitable P 2'-8"x5'-6"w/ 1'-8"x5'-6" flankers with 8" Mull Dbl. Hung Q Interior 2'-8"x5'-6" Single Glazed Wood Dbl. Hung 16 12'-0"x8'-0" 4 Panel wood Slider 24.Lite(Secured) with 8" Mull r by fist tVles Mail 5/S-inch habitable��ig'y a boar Dbl. Hung R Twin 2'-8"x5'-6" �r� �.l��lc�a , �� $� �.. .z�- 4°�;.:��i�[� �� 4' - - r ., Note:- I I l 55 1°_f'; t�i ,1 S.1111 3d-9##-}}J? ,3.^,ya£S!4. rA Jf � s • All windows and Doors shall meet all Local, State, and Federal Codes for VE winds Zones with appropriate wind ratings and with impact glass. ►Z� Note: • All glazing shall meet Local, State, and Federal energy codes as required. To assure pmss h Eeor ha , o • All exterior casing shall be 3 %2"flat faced with 5 '/2" at head. Heads shall x4 x4 t'vc 41/21.1 ui'�- s I Floor CMU pedestals lubne and in t 8x8 e l timber vat s columns ftGr and und be topped with quarter round and ripped 5/4"drip returned and flashed as I _ 2X4 t A- KAIJALI WALL breakaway walls @Elevator Shaft to be installed required. Sills shall be 2"thickness min. _ SEA S(� s2o4 A- bEtirLS) once Second Floor, Third Floor framing is complete. q T Car Storage g p • All lites shall be simulated divided lites (min.)with between the glass mutton shade bars in dark color. a a)'- 0" • All windows and Doors shall be approved by Designer and Owner for Traditional fit and finish. 1 I 11 I 3.21 ,lam Ner - PAv5 I I I I Car Storage II 5Y-e) 111,413E42 coLdMl4 Inki l2 .t'1- cotJc. pe.DESfLE. ii ,. e.v,6,T.o4 = X1.25 Li r I I � [„I I L�1 othirD�. FAc-E of. ?,g4k - I I I 1 Car Storage A A9 w�LL L -- - 1 _ _ _I I-I li I ii PLAN I I CIIIIIIIIIIIIIIII••■= >e �►1 a • i4 ►11� rya II►.-� vr�-�sloe.. FAc r, or c-LJ2rb :?4 y - —' -Ii _3<:I .Ll — , c , 11111 Elevator L_ — _ : -rsil s-7 1\,, 1 1 k L 1 L t i 1 0 114 i 1 II i I Changing Rooms All 0 ---- - -- „■ 1 Entry Porch LL I �- Screened'' _ II i i pi-. r')'Ri A..14.-,c�t•I�ILI INIALL _._ THIS HOUSE IS LOCATED IN VE- UJp! . 1 i 1 7—I I'� ►41 Q �� l y.Li Pic P 4/ c J-[ 41.5 a. Foundation and supporting structure rest b2 designed - — by u professional Georgia Engineer or Architect.Brook, €rWay Ills arg FegUirad and the elevation shown Is to be thr toy> ?t supporting floor inerrrber. J- - '• .. THIS IS A REQUIRED=OF FEI~A 1 I INISE, -T Sc(Lr'-' • 11.25 t - & -177--. Note: Storage Area ►1 _ See Sheet 5101, Foundation Plan for column dimensions g � Co Wipe. c—otJc• C-d r2A , , and details. General Contractor to coordinate wall locations with columns per column and breakaway wall section. . I I itri i� ►� i i=/Z II Ir i - ISSUE DATE: �oVEt.4C31r{2. '2.S 2009 REVISION DATE: SECTION I _ I DRAWN BY: D5/12_15 CHECKED BY: DV t-215 BREAKAWAY WALL & CURB DETAIL 19, GROUND FLOOR ALAN 1/4 ” SHEET NUMBER: A-3 t PROJECT NUMBER: 3CE4 cE NO UTILITIES(cotmurr,NOM,, PIPING, DUCTS, ELECTRICAL, PROPERTY OF R.N.BLACK ASSOCIATES.INCORPORATED. OUTLETS/PANELS 417 EAST 53RD.STREET SAVANNAH,GEORGIA 31405. ETC.) ARE ALLOWED IN ALL ILLUSTRATIONS AND MATERIAL CONTAINED WITHIN THIS SET IS THE PROPERTY OF R.N.BLACK ASSOCIATES, INC.AND MAY NOT BE REPRODUCED,EITHER IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF R.N. BLACK ASSOCIATES, INC.. R.N. BLACK ASSOCIATES, INC.CAN NOT ASSUME LIABILITY FOR ANY HOME BUILT FROM THIS PLAN.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DRAWINGS,DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST COMPLY WITH CURRENT LOCAL AND NATIONAL BUILDING CODES.. ALL STRUCTURAL REQUIREMENTS SHALL BE DETERMINED BY - A LOCAL ENGINEER. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWN DIMENSIONS. R. N. BLACK ASSOCIATES 417 EAST 0,5 . STREET All Plumbing installations fnuM comply with The International Plumbing SAVANNAH, GEORGIA 31405 Code _._./.40 ,Edition and. Mato of Georgia Amondmenta All HVAC Installation; must comply ALL s w ith The International Mechanical PHONE:912-234-5138&FACSIMILE:912-238-3624 � I�� Code ,/editions end Stag d Note: of Georgia Amendments OWNER: O LU I I'� �L Plumbing Contractor shall install Liquid Propane type LEE ANN &JAMES HOLCOMB SeOtion Si Ub'a I 1 B-2 Thankless-on-Demand water heaters as required. 1 39 WASHINGTON AVENUE T 4g1-3�/4`� SAVANNAH,GEORGIA 31405 4ol� tt -3 " ib-o" 13'- 11��4`l 15'- 4" 12'-o" JOB LOCATION: 51- on 131- II V4" i5t_4a (2-O t s '1 3 1� , n t 5/ a 11-21/ " t " ' +i 2'_53/4'1 J S �� '_ 5/g" 3-1{3/&i� (v'-lo" 45411 Cv�-Ilslg,� Lc-lifb II-ii �s to-toil 4-4 8 3- $ 3'8 3CENTERPLACE C�-it /p (� it TYBEE ISLAND, GEORGIA 31328 1 0 9 1r1 I _MI 's 1 1 t I � � 5 5ooV I t i 74 hrl 6 tt.itc, 011'1 - -- } .� Bedroo m No. 3 ,� 3,_ lilt _ o 0 1 �+ s II V 111,1- -Lr C (2) �, ��i 0 8 ----t--0 , 11 6iNtle_. _____ ____ . K, o Auk M. - _ K. 11_ vi w �i✓ >- _Rm 1 � �JS�- _ tlf-im lilts alk-in Closet J lu] Pant /Hobo 3 I ry O I i ( Walk-in Closet MI go ' I TA K�l -1 _ 9 1 It 1 u 4t 5t�n 1�1^r�3/y!' �'°°Ky ► �^M- I I �WELi�,1 _� �� = 4-Qtl 4.... O 3-8 4.-4 , r _ h t1 /2 -- taE 1 I -� Di Ong Room - M 4 _ -- I- ��1 h�CL 1 r� i+l, . _9 r- IN _i li ° ® )/ �"� �- 1 I _ _ � , - _ yy11C �> ti �- A". 111 .a Bedroom No. 2 r-� z. l 1 it \� 111 _ �� 01 Ills __ Family Kitchen �--11 • - - yy _ __ - 1 I 1 i �((J( e! --� it.-- �I'1 tit 1�- M �° I I :' 1 I Gad �, 1- ----� -s "' ill I i I1 X 2'-S" Tfi 5 1 1 1 5 " 1 1 " 11 i %" 1 1 �. .Bedroom St dy I i M I ► cn.r�i�I�T ,` , . V1 ( .JjIB ?i Lo-t gi 2-O� 13 1 4 X i1 _(-am inn MI "irt 0....... III Mil _ ��=I= — 17 aft X 94"c.0. _t rn _ ...,.�.�.- �= '�i�. ' LI N I.I. _= ICI_ __ ..; _ • • : II j� \ f4VAC 1?,AI.C.oi\lu \ tt " q " t q t n t t §/$i/L Lo SO:05---c-0L 1 kii 1- " 31`-�'� 'y'� 4 5I 4-i�`8 3-5 3-5` 4-[p ∎da 4S �2hG 10if. 4 St:E l lGv. _ 1 i • Porch I -- 8: e2.." 51', 54" 51`2 3-011 O i �..� '_illaill ■ (3 0 1 Powder Rm � 1 � IllI� 9li - I' .� piii 111_ _ Mechanical Room 5 \ � -- =�� / Mechan _ t Lo I 5t-5,t ® i Elevator 4 / --- _ t 1 EIeva or Lounge (;) tj -- 1 \ // -6-, Al mud • — -49__________ Illilimlill 11 Living Room i ® s r ihk = (1) , 0 =0. I \ 3 x9/ Ill_ _ _ —> fir. I LUUII I h -: ._ _ _ —.rT— - ,III .- Screen Porch __- 1 -�---� --Iii' `� I i } y �°J III I ? ' -• �, 1 u MECHANICAL EQUIPMENT IN ATTIC 1:L-- �' r --- 'l c�r3. L� I; .,_- y-_ � �� 51��1v�5 Shall be accessible b pull-down t lr8 or _. e'0. M�I \ —0 _ rm n nt sty t rot Ininll tlra c# x 3 M \ s C �,��. w�D _Walk-In Closet _,�� Laundry Rm 1;_ , , ,i �� a___ ..._... __ _ \N cQnln end flccrn n lc t unl# rd (,) .\ / \ ( `�� __� 4_411 �.3t_ -�/4 i2 ll- /s 1111 _ l t r t € nl ltl I 111 � __ - It IIIII � �, 30" hdrn switched light, outlet 1�d 3� 14,01. '�lu�n Flae-Pl c-E- `III — _ > _i 5"t2A15E.o. t-I�- \ _{ ti �''� sl�w�.! ,..._:r Owner s Bedroom Waldo are also required. u. \.,_..._...I \ . x 111 vA,ItT� -� II 140=0 Owners Bath �' _ : ( '(7joolLh 1 i C.-�-- \ y _. T)r 9 4EAheR s 0.0 a 6N i III_ °PIKE mi — �1II `" ISSUE DATE: 23 9 1L_ tom °` =` a -i•Upa o REVISION DATE: 3I23/� Flo_en .. in. L `R� 'F f,�1:�.o t.•.I cq _ - o _ _... i {� DRAWN BY: D5/flej �- -- __ I `;'I ' CHECKED BY: 0 S rLep I CI � 1 it t 5 ti 1 1/ It 1 3 � t 1 n 5_35/8 5_3t$ �- io4 (./,-13/41 SHEET NUMBER: ,q- �-- !_ 3/u i_ It 2+_il�4a I, 11%" 71- 1154" 3-C.�4 5-9�1t, t q n �_ f tt 12t_ott 81_11 l2'_4u 2-$t 10-74: 2-2t-8't t2t-p" g1-o" !2 -4 ,,12 15 it 4 ,r 49�- Ali 1 / PROJECT NUMBER: 3 G - P ,4cG i 4'�- s'4" • PROPERTY OF R.N.BLACK ASSOCIATES.INCORPORATED. 417 EAST 53"'.STREET SAVANNAH,GEORGIA 31405. ALL ILLUSTRATIONS AND MATERIAL CONTAINED WITHIN THIS SET IS THE PROPERTY OF R.N.BLACK ASSOCIATES, » 1�� " OR IN PART WITHOUT WI HOUT THE WRITTEN PERMISSION OF R.N. f4 SECOND FLOOft ALAN THIRD FLOOR PLAN BLACK ASSOCIATES,INC.. R.N.BLACK ANY HOMEATES, INC.CAN NOT ASSUME LIABILITY FOR.ANY HOME BUILT FROM THIS PLAN.IT IS THE CONTRACTOR'S RESPONSIBIUTY TO VERIFY ALL DRAWINGS,DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST COMPLY- WITH CURRENT LOCAL AND NATIONAL BUILDING CODES. • . ALL STRUCTURAL REQUIREMENTS SHALL BE DETERMINED BY A LOCAL ENGINEER. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWN DIMENSIONS. R. N. BLACK ASSOCIATES 417 EAST 53RD. STREET SAVANNAH, GEORGIA 31405 PHONE:912-234-5138&FACSIMILE:912-238-3624 4111 Electrical ni Electric) OWNER: comply �R�1tb T1 National e.� ��ltio � �� AI 11, - �� LEE ANN &JAMES HOLCOMB f leorl � ,� SERVICE' rn 39 WASHINGTON AVENUE :.:1:,- .:,,I. :117::::::-: _ .., `°'`. COPPER l5 }, SAVANNAH,GEORGIA 31405 : - C3":::—::: R\#22 `a'.s ')I >II4S j'ii .` LLO IE{. «'--) General Electrical Notes: _. s_. ,3 .. , u. , _. ,., : . �,e,t i—, 0$ ZAh$1 � 1, ;A IA",,---,-,,,,, ,:, ,.., ._.... - -n - v Lard �� f JOB LOCATION: 3 CENTER PLACE 1. General Contractor shall refer to Architectural Floor Plans, -, TYBEE ISLAND, GEORGIA 31328 Sheet No. A-3 and A-4 for finishes, dimensions, verification, etc. s 2. Provide Television outlets, locate as directed. -./ ------ -- • ►�f r a,s 3. Provide Telephone outlets, locate as directed. 4. All electrical outlets on Second and Third Floors shall be placed , • • horizontally in base boards unless noted or shown otherwise. ,►='''"'01■' • "' !'�!; qc� i 5. Provide porcelain receptacles© Ground Floor . 1 ) 6. Provide Elec./Battery back-up smoke detectors, locate as directed, Section. R215, Smoke Detectors, interconnected 110 volt battery back-up h`'. G 1.iN I, located at each sleeping area and floor.- ° l A 6 i F2- `° ' "ra> 1 7. Provide electricity to lectrici all equipment, fixtures, etc. not specifically noted or I l shown. • 1 , • 8. Provide C/O Detectors, locate as directed. I 1 9. All electrical work shall conform to all Local, State, and Federal Codes F ;°►�,�,��el I 1 01 Protection required Yor including the current edition of the Standard Electrical Code. G '°" receptacles in bathrooms,garages, g outdoors, and along kitchen 10.GFCI protection required for receptacles in Bathrooms, Garages, outdoors, counter-togas= [ I and within 6 feet of a sink. S 11.Electrical plan is for general layout purposes only. Electrical contractor is I -(ii.C.-'------ # „ to install fixtures per code and per customer's request I .41 a !1!G I ELECTRICAL LEGEND: ►. L. C4 •• ,�� Is# •■}H ;>z 1. 1 i i' 1 -t;3- Ceiling Pendant Light • 1 . Wall Ligh# -- -÷--- Track tJght Trm: I I I I I E.4.wir-;sz; Recessed Can Light PLILL 0-1,1 .4 opr f �'ci ,�' L_._i —__i • k-;� ►•4..i- 411 ►_� 'O; Recessed Waterproof Light I I ! ..�` `. G G �j Exhaust Fan f. I I - X Exhaust Fan/Light Irrri.�..�-- X ---------- 0..- Ceiling Fan I ' I 1 Ceiling Fan/Light ( I I • I 1 I I �� - � I . t Fluorescent Fixture ,,,_. t �� I-._ _ _t ,r: <Q Floodlight ►1 �._.s _ � !4 r■ l`.G G _ j��_ G ,o., J 110 Duplex Outlet ( : Split Outlet ' _ UTILITIES(CONDUIT,,R01' X, PIPING, 44 Waterproof Outlet DUCTS, ELECTRICAL, OUTLETS/PANELS ga 220 Outlet Note: --= ( e ALLOWED l BREAKAWAY WALLS Floor Outlet 1. All electrical on GROUND FLOOR shall be .dr. ill __ Garage Door Opener enclosed in conduit no lower than 12" a _ It above FEMA `VE ZONE ELEV 16.01. Switch 2. Alf outlets on GROUND FLOOR shall be L Telephone approved waterproof type outlets. . ® Cable Outlet i 1 *N Thermostat ` II El al 4!'4 ISSUE DATE: �,o�/�M{A [...441111.11111116.111111111.1.1110111111111."..4 Door Belt Chimes L7 Door Belt Push Button I receptacles I bathrooms page , - 17- Eledricat Service Panel outdoors, and al�n Kitchen I REVISION DATE: 3/23/10 ccratei=Frto �s I - Electrical Meter ____ is Security Main DRAWN BY: b5/� Ltd Security Keyboard Sp CHECKED BY: DS/Rp3 GROUND FLOOR — ELECTRICAL �/4 " ! - - - - - -- HEFT NUMBER: -- I PROJECT N UMBER: 3 C .K ft 2.pLAG4. PROPERTY OF R.N.BLACK ASSOCIATES,INCORPORATED. 417 EAST 53"°.STREET SAVANNAH.GEORGIA 31405. ALL ILLUSTRATIONS AND MATERIAL CONTAINED WITHIN THOS SET IS THE PROPERTY OF R.N.BLACK ASSOCIATES, INC.AND MAY NOT BE REPRODUCED,EITHER IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF R N. BLACK ASSOCIATES, INC.. R.N.BLACK ASSOCIATES, INC.CAN NOT ASSUME LIABILITY FOR ANY HOME BUILT FROM THIS PLAN.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DRAWINGS,DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST COMPLY WITH CURRENT LOCAL AND NATIONAL BUILDING CODES. ALL STRUCTURAL REQUIREMENTS SHALL BE DETERMINED BY A LOCAL ENGINEER. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWN DIMENSIONS. e . R. N: BLACK ASSOCIATES ELECTRICAL LEGEND: 417 EAST 53RD. STREET SAVANNAH, GEORGIA 31405 -<>. Ceiling Pendant Light PHONE:912-234-5138&FACSIMILE:912-238-3624 -9-- Wall Light —.— --_— Track Light OWNER: ray Recessed Can Light LEE ANN &JAMES HOLCOMB `O; Recessed Waterproof Light ALLWIRNR� 39 WASHINGTON AVENUE QI Exhaust Fan E ;V i 1 ��€rte. t _ # . - -ey SAVANNAI [,GEORGIA 31405 X Exhaust Fan/Light MU8T 1.1P COPPER , X Ceiling Fan _ ':. �s'a u l '� L of �` JOB LOCATION: Ceiling Fan/Light . 3 ENTER PLACE „0 N. �� Via= ��.� ��d �t�ov!~ ��i�� I t Fluorescent Fixture TYBEE ISLAND, GEORGIA 31328 LI& ii4v ;-t ..7 ye _ CCj Floodlight • 110 Duplex Outlet 21 la '"' 4(..--------- — i� Split Outlet t; `r T 7 - : ! � ! � Waterproof Outlet R G 4 _. G 1 , 0 220 Outlet "~ Floor Outlet .. - l _ ., \ (4).. '1 — [ Garage Door Opener V T Switch 1"Z - V i Ail L1 Telephone ` -u. ® Cable Outlet allii ____.... ..1....____4.A. / — \,// El Thermostat �. . G Fror ...,....,;,... --r _i>I © Door Bell Chimes �.�. w. • .t" n Door Bell Push Button r- -- rt a: 7 db mi 4911 1 Electrical Service Panel ---__j cp Electrical Meter �. .�' ———_..,...1 L ___I i Sect. I ; ,L . i �- 1 1 — — �- — —. — —— �� I interconnected s sn volt battery g achu required ^.L — I I — —— — — - sec Security Main ��^� ( r- -:• } I I t Security Keyboard / at�, � st 1 \ - ; Q specialty alraintrilir u I _l • II i II hie. g.4_____. 4 ,-----‘, :-A --. ilk.:J-1- r— . 4611.19211■■ MEM dr le (tb 411 4-1 noir Li- 14 iti , -* is 4",. F---- 6---d1 /1-- 0---- / pet ' / '. is Air. / 1{VA� Nvgc /1—_ ,„ — ELEV�T°R �LEVttToR St- / __.�.__. k __ 1� oa «. r.._.) \ / 0 w.,. / \ * - s 0 ),( 11,1„,.. • . .• ,___ ___ __ v,..J — fir �►a. ■ 0 ■ All Plumbing Installations must 9' c comply with The International Plumbing /1111 I Code .� Edition and $tat' ,I of Georgia Amendmento Iuiii__ _ _ _IIi W Y• iiII:0 ( 11111111 t!1 III Ili P / �'P 11111111111111111111111111411 410 IIII (IA ttil hii , ''):1 • ,t � ( 4 1 5.0. rE i ` • t Ili «1 ` l� I -- \ `i►i _ t=. _ __ i f==-- LT_t I -- F. ________ .... • Y / 0 Note: , 7 ' let n / w-r. 1. All Wall Hung Cabinets shall be fitted with on-top "ceiling reflective" ( ' rit — ——-- lighting fixtures. Cabinets to have molding added to hide fixture. ` 'w.P. �r#��=� +l► if.wit_____) — — — ——_ \ 2. All Wall Hung Cabinets shall be fitted with underneath task lighting fil .n.Y • fixtures. Cabinets to have molding added to hide fixture. I � — \ 3. All Wall Hung Cabinets shall be fitted with underneath continuous k�l .WTI-I----- ,�, ,_. °r'1 TV Scl' / \ electrical receptacle bars as per owners location. Cabinets to have --0.-\ molding added to hide fixture. Ili s ri ._ Ii . �r � J ISSUE DATE: klovEmi3E.2.23,2oo9�► iii Ell n r — __ — -- NI REVISION DATE: 3/23/1 o / _ Note: Ii • All ceiling and wall lighting to have rheostat type switches per owner's selection. DRAWN BY: D5/ CHECKED BY: 1)5/1243 THIRD FLooft — ELECTRICAL 1/1 ,9 SECOND FLooR — ELECTRICAL SHEET NUMBER: -Z PROJECT NUMBER: 3 GEIAT'i,fz PlAc-E. PROPERTY OF R.N.BLACK ASSOCIATES,INCORPORATED. 417 EAST 53'x.STREET SAVANNAH,GEORGIA 31405. ALL ILLUSTRATIONS AND MATERIAL CONTAINED WITHIN THIS SET IS THE PROPERTY OF R.N.BLACK ASSOCIATES, INC.AND MAY NOT BE REPRODUCED,EITHER IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF R N. BLACK ASSOCIATES,INC.. R.N.BLACK ASSOCIATES, INC.CAN NOT ASSUME LIABILITY FOR ANY HOME BUILT FROM THIS PLAN.IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL DRAWINGS,DIMENSIONS AND DETAILS PRIOR TO CONSTRUCTION. THE CONTRACTOR MUST COMPLY WITH CURRENT LOCAL AND NATIONAL BUILDING CODES. ALL STRUCTURAL REQUIREMENTS SHALL BE DETERMINED BY A LOCAL ENGINEER. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWN DIMENSIONS. P;,!, f ll'j.-'..- r J'' ci- : ` ,":l,-t 1- iti '_.1- STRUCTURAL CONCRETE �:-s .; i €'" r #ar �i i',12. �°f.a:7, rt.`, DESIGN �� .s �� :��: ��.F� �r;:,�F STRUCTURAL MASONRY -ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STEEL BOLTS - THIS STRUCTURE IS DESIGNED IN ACCORDANCE TO THE -ALL MASONRY MORTAR SHALL BE TYPE "S". STRENGTH OF 3000 PSI IN 28 DAYS. -ALL BOLTS SHALL BE ASTM A307 GRADE A, EXCEPT ANCHOR INTERNATIONAL RESIDENTIAL CODE, 2006 -- STRUCTURAL MASONRY HAS BEEN BASED UPON SPECIFIED - CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE RODS SHALL BE ASTM F1554 GRADE 36. ULTIMATE AXIAL COMPRESSIVE STRESS (fm) OF THE COMPOSITE FOLLOWING SLUMPS AND AGGREGATE REQUIREMENTS: -ALL GROUT TO BE USED UNDER BEARING DEVICES, BASE --DEAD LOADS MATERIAL OF AT LEAST 2000 PSI. NO VALUE LOWER THAN THIS IS LOCATIONS SLUMP MAX. AGGREGATE PLATES, EQUIPMENT BASES, ETC., IS TO BE NON-METALLIC, ---->ACTUAL SELF WEIGHT ACCEPTABLE. FOOTINGS 3" 1" ASTM#57 NON-SHRINK, PRE-MIXED GROUT, AND SHALL COMPLY WITH THE -3/16"JOINT REINFORCEMENT SHALL BE PLACED IN EVERY OTHER SLABS 4" 1" ASTM#57 REQUIREMENTS OF ASTM C827 --LIVE LOADS: . COURSE BED, UNLESS INDICATED DIFFERENTLY ON THE - IF HIGHER SLUMP IS DESIRED TO INCREASE WORKABILITY, -- BOLT HOLES SHALL NOT BE CUT OR ENLARGED BY FLAME ----> ROOF= 16 PSF DRAWINGS. CONTRACTOR SHALL CONSULT WITH CONCRETE SUPPLIER ABOUT CUTTING IN THE FIELD. ---->ATTIC(STORAGE) =20 PSF sr4-R0 `- - WHERE INDICATED ON THE DRAWINGS, HOLLOW CONCRETE USING A CONCRETE ADDITIVE THAT WILL INCREASE SLUMP - NO CONNECTION DESIGN SHALL BE PERFORMED BY EMPIRE , Q No.26676 a •7 4' -->ATTIC (NON-STORAGE) = 10 PSF MASONRY UNITS ARE TO BE FILLED WITH GROUT WITH A WITHOUT INCREASING WATER/CEMENT RATIO OF THE CONCRETE. ENGINEERING, LLC UNLESS UNDER SEPARATE CONTRACT ----> FLOOR=40 PSF PROFESSIONAL tt_ COMPRESSIVE STRESS VALUE OF AT LEAST 2000 PSI AT 28 DAYS, --ALL EXTERNALLY EXPOSED CORNERS OF CONCRETE SHALL BE `; `PROFESSIONAL 4.41 TO BE COARSE TYPES (PEA GRAVEL CONCRETE)AND TO HAVE A BEVELED WITH A 3/4"X 45 DEGREE SURFACE, UNLESS INDICATED -BUILDING OCCUPANCY= CATEGORY!! .,o,��• Y S� �� 7 TO 8 INCH SLUMP. DIFFERENTLY ON DRAWINGS - WHERE WALLS ARE TO BE FILLED, THE CONTRACTOR SHALL -ALL CONCRETE FLATWORK SHALL CONFORM TO THE GENERAL PROVIDE CLEANOUTS ALONG THE BASE OF THE WALL TO ENSURE GENERAL--ALL NECESSARY ITEMS TO PROVIDE THE REQUIRED - GROUND SNOW LOADS =Pg =5PSF ce FOLLOWING TOLERANCES AS INDICATED BY ASTM E1155: DISTRIBUTION OF UTILITIES THROUGHOUT THE STRUCTURE SHALL w THAT CELLS ARE COMPLETELY FILLED. ---> OVERALL FLATNESS: Ff>20 BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS INCLUDES -- WIND LOADS: Z ,,, - BOND BEAMS SHALL BE PLACED(AS A MINIMUM)AT THE ---> MINIMUM LOCAL FLATNESS: Ff>15 ----> BASIC WIND SPEED 3 SECOND GUST 130 MPH z r"� FOLLOWING LOCATIONS: --> OVERALL LEVELNESS: FI>15 ALL NON-STRUCTURAL ITEMS, HANGERS, OR CLIPS. (3 GUST): W O -- THE EXISTENCE OF UTILITIES MAY NOT BE SHOWN ON THE (FASTEST MILE): 110 MPH y V i 4 --->AT ALL LOCATIONS WHERE THE WALL IS TIED.TO THE ---> MINIMUM LOCAL LEVELNESS: Fi>10 STRUT —> IMPORTANCE FACTOR: 1.0 = j FOR LATERAL SUPPORT STRUCTURAL DRAWINGS. �. / STRUCTURAL FRAMING OR E S -- WIRE BRUSH AND LIGHTLY OIL ANCHOR BOLTS AFTER _ ----> WIND EXPOSURE: D i „ - REFER TO THE DRAWINGS OF OTHER DISCIPLINES FOR THE ri i PE4 --->AT 4=0"O.C. ABOVE FINISHED FLOOR CONCRETE PLACEMENT �_> p COMPONENTS AND � / TS D CLADDING PRESSURE: TABLE 1609. .5 // --ALL MASONRY WALLS SHALL BE PROVIDED WITH FULL WYTHE SIZES AND LOCATIONS OF ALL UTILITIES, AND THE STANDARD 1609.6.5 o - CONSTRUCTION JOINTS WHEN REQUIRED SHALL BE LOCATED Z i � %� % � STRUCTURAL DETAILS AND NOTES FOR ANY ADDITIONAL p �� z N MORTAR SETTING BED ON TOP OF SUPPORTING FOUNDATION AT MIDSPANS OF SLABS OR BEAM. i % % ►� 3 " REINFORCEMENT(AS REQUIRED) -- EARTHQUAKE DESIGN DATA: us �" a -JOINT REINFORCING SHALL BE /6 STANDARD LADDER TYPE, - WET(NOT FLOOD) FORMS, REINFORCEMENT, AND FOOTING AND - ----> SEISMIC USE GROUP: t w z'° THE STRUCTURAL INTEGRITY OF THIS DESIGN IS BASED UPON g , , w ®2 GALVANIZED, FABRICATED OF STEEL COMPLYING WITH ASTM A32 GRADE BEAM EXCAVATIONS IMMEDIATELY BEFORE PLACING --> Sds: 0.56 ' z ° . THE COMPLETED CONDITION OF CONSTRUCTION. TEMPORARY , co)o -- TYPE I MOISTURE CONTROLLED CONCRETE MASONRY(ASTM w , M ( CONCRETE. REMOVE ALL DELETERIOUS MATERIAL (SAWDUST, SHORING OR SUPPORTING OF THE STRUCTURE OR ---->Sdl:1: 0.43 o. z w m BRACING, i w . C90) UNITS SHALL BE USED WOOD CHIPS, BOTTLES, ETC.) FROM EXCAVATION PRIOR TO ----> SITE CLASS: D w ; °° - IF NO SPLICE LENGTH DIMENSION IS PROVIDED, THE SPLICE PARTS WHICH ARE REQUIRED TO MAINTAIN STABILITY PRIOR TO CONCRETE PLACEMENT. ----> SEISMIC DESIGN CATEGORY: C O a v 5. COMPLETION SHALL BE THE RESPONSIBILITY OF THE —> BASIC SEISMIC-FORCE-RESISTING SYSTEM: LIGHT FRAME -- % j� @ x o LENGTH SHALL BE CLASS "B"LENGTH AS PER ACI 318, SECTION - PROTECT FRESHLY PLACED CONCRETE IN ACCORDANCE WITH N 0 / 12.15 /318, SECTIONS 5.11 5.12 & 5.13 "CURING, COLD WEATHER CONTRACTOR _ !j 11111 a a AC 3 8, , , - CONTRACTOR SHALL NOTE AND VERIFY THE LOCATION AND WALLS WITH WOOD STRUCTURAL SHEAR PANELS , ; c : --DEVELOPMENT LENGTHS SHALL BE IN ACCORDANCE WITH ACI T WEATHER REQUIREMENTS". CONCRETE , E" z co REQUIREMENTS, AND HOT WEA HE ---->ANALYSIS PROCEDURE T. 1616.6.3 1616.6.3): -EQUIVALENT LATERAL 0 % v a REQUIREMENTS OF ANY EMBEDS, RECESSES, PITS, OR OPENINGS (T. ) j , w �; 318, SECTION 12.3 FOR COMPRESSION STEEL AND SECTION 12.5 LEAST THE w / y ; M SHALL BE MAINTAINED ABOVE 50°FAHRENHEIT FOR AT LEAS T E REQUIRED BY OTHER TRADES/VENDORS FROM THEIR FORCE / _ - a z a FOR STANDARD HOOKS IN TENSION. FIRST 7 DAYS AFTER PLACEMENT. _ / , RESPECTIVE DRAWINGS. REQUIREMENTS OF THESE TRADE/ -ALL CONCRETE SHALL BE PLACED IN STRICT ACCORDANCE -ALLOWABLE SOIL BEARING PRESSURE:2000 PSF(ASSUMED IN 0 ; r/, ':i a o VENDOR DRAWINGS FOR COMPLETE INSTALLATION MAY NOT BE WITH ACI 318, SECTION 5.10 ACCORDANCE WITH TABLE 1804.2, IBC 2006) `� a NOTED ON THE STRUCTURAL DRAWINGS, BUT SHALL BE ) ; a INCLUDED IN THE WORK. w % a U STRUCTURAL STEEL ; 0- -ALL STRUCTURAL STEEL WORK SHALL CONFORM TO AISC STRUCTURAL CONCRETE REINFORCEMENT NOTES -ANY FLOOR DEPRESSION DIMENSIONS AND LOCATIONS WHICH - WHERE REQUIRED, WINDOWS SHALL HAVE A MINIMUM RATING <STRUC E ARE REQUIRED FOR THIS PROJECT SHALL BE COORDINATED BY OF DP 45 PSF. ' 61 )( o� .F TE N TR TI N LATEST EDITION -ALL REINFORCEMENT BENDS TO BE IN ACCORDANCE WITH ACl z MANUAL O S EL COS UC O j _ 318, SECTION 7.2 THE CONTRACTOR WITH THE ARCHITECTURAL DRAWINGS y / / - STRUCTURAL STEEL PLATES AND SHAPES SHALL BE ASTM A-529 � - WHERE WIND BORN DEBRIS PROTECTION IS REQUIRED, ~' -ALL ELEVATIONS ARE REFERENCED FROM FIRST FLOOR Q ¢ GRADE 50, ASTM A-572 GRADE 50, OR A-992 WITH A MINIMUM -ALL REINFORCEMENT TO BE COLD BENT, UNLESS AUTHORIZED :7:41." PROVIDE REMOVABLE IMPACT PANELS. THESE PANELS MAY BE t? A YIELD STRESS OF 50 KS! BY THE ENGINEER OF RECORD. FINISHED ELEVATION OR AS INDICATED ON THE DRAWINGS. FIRST --ALL REINFORCEMENT SHALL BE FREE FROM MUD, OIL, OR MANUFACTORED OR CONSTRUCTED WITH %2"PLYWOOD AND v „��.�, --ALL BOLTS SHALL BE ASTM A307 GRADE A, EXCEPT ANCHOR FLOOR ELEVATION SHALL BE NOTED AS 0-0 DATUM. --DURING CONSTRUCTION, PROTECTION OF ANY EXISTING OR FASTENED WITH#10 SCREWS AT 12"ON CENTER AND ONE EACH W RODS SHALL BE ASTM F1554 GRADE 36. OTHER NONMETALLIC COATINGS THAT DECREASE BOND, WITH EL CORNER. - WELDS, BOTH SHOP AND FIELD SHALL BE EXECUTED BY AWS THE EXCEPTION OF EPDXY COATED REINFORCEMENT OR ADJACENT STRUCTURES DURING CONSTRUCTION SHALL BE THE o co C.: 113 < CERTIFIED WELDERS AND SHALL BE WELDED WITH E70XX CONSTRUCTION DOWELS AS INDICATED ON STRUCTURAL RESPONSIBILITY OF THE CONTRACTOR. TIMBER FRAMING Q ELECTRODES DRAWINGS. -ALL SHOP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY -ALL TIMBER FRAMING SHALL BE NOT LESS THAN#2 SYP KILN THE CONTRACTOR PRIOR TO SUBMISSION TO THE ENGINEER. z --ALL CONNECTIONS SHALL BE STANDARD CONNECTIONS AS - EXCEPT FOR PRESTRESSING TENDONS, STEEL REINFORCEMENT DRIED WITH MINIMUM PROPERTIES OF: (fb=1300 psi, Ft=675 PSI, DESCRIBED IN THE AISC MANUAL, LATEST EDITION WITH RUST, MILL SCALE, OR A COMBINATION OF BOTH SHALL BE ANY DISCREPANCIES, INTERFERENCE, OR CONFLICTS BETWEEN Fc=1200 PSI) EXCEPTIONS: a u j 4,, -- UNLESS NOTED OTHERWISE, ALL SHEAR CONNECTIONS SHALL CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM THE STRUCTURAL DRAWINGS AND THOSE OF OTHER DISCIPLINES —>2X4'STUDS <9'-0"MAY BE SPRUCE-PINE#2 w 75% DIMENSIONS (INCLUDING HEIGHT OF DEFORMATIONS)AND SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE --->2X6 STUDS < 10=0"MAY BE SPRUCE-PINE#2 3 BE DESIGN FOR A MINIMUM OF 75/ UDL. s, ( ) w C..) a -ALL GROUT TO BE USED UNDER BEARING DEVICES, BASE WEIGHT OF A HAND-WIRE-BRUSHED TEST SPECIMEN COMPLY SUBMISSION OF SHOP DRAWINGS. THE STRUCTURAL DESIGN -ALL TIMBER TO HAVE A MAXIMUM OF 19% MOISTURE CONTENT PLATES, EQUIPMENT BASES, ETC., IS TO BE NON-METALLIC, WITH APPLICABLE ASTM SPECIFICATIONS AS REFERENCED BY ACI DRAWINGS (OR REPRODUCTIONS THEREOF)SHALL NOT BE USED --ANY AND ALL TIMBERS EXPOSED TO THE EARTH, WEATHER OR �- L-11 fx Z NON-SHRINK, PRE-MIXED GROUT, AND SHALL COMPLY WITH THE 318, SECTION 3.5 FOR ERECTION OR FABRICATION DRAWINGS. O IN CONTACT WITH CONCRETE OR MASONRY COMPONENTS OR -ALL REINFORCEMENT AND DUCTS SHALL BE ACCURATELY -ALL REFERENCES TO CODES, STANDARDS, OR SPECIFICATIONS WITHIN EIGHT(8)INCHES OF EXPOSED GRADE SHALL BE TREATED O Cal REQUIREMENTS OF ASTM C827 ARE TO BE THE LATEST ISSUED EDITIONS AT THE TIME OF THE ( ) �_- - BOLT HOLES SHALL NOT BE CUT OR ENLARGED BY FLAME PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS IN ACCORDANCE WITH AWPA STANADRDS GO ill'll .1 CUTTING IN THE FIELD. PLACED, AND SHALL BE SECURED AGAINST DISPLACEMENT PERMITTING. - WALL STUD SIZES SUPPORTING FLEXIBLE FINISHES: - -ALL REQUIRED SHOP DRAWINGS SHALL BE PROVIDED TO THE ALL CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND WITHIN TOLERANCES PERMITTED IN ACI 318, SECTION 7.5.2 --->2x4 STUDS @16"O.C. FOR CLEAR SPAN UP TO 9=6" p DESIGNED BY THE FABRICATOR IN ACCORDANCE WITH THE - WELDING OF CROSSING BARS SHALL NOT BE PERMITTED FOR CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION AND ---->2x4 STUDS @12"O.C. FOR CLEAR SPAN UP TO 10=0" ERECTION. w APPLICABLE AISC REQUIREMENTS. MINIMUM BOLT DIAMETER ASSEMBLY UNLESS AUTHORIZED BY THE ENGINEER OF RECORD. --->2x6 STUDS @16"O.C. FOR CLEAR SPAN UP TO 13`--0" C) Ligl --ALL REINFORCEMENT COVER TO BE IN ACCORDANCE WITH AC! --ALL ANCHOR BOLTS SHALL BE SET WITH TEMPLATES IN -- WALL STUD SIZES SUPPORTING BRITTLE FINISHES: ii. ILI 0 W AND BE BE 5/$". ALL BOLTS SHALL BE SHEAR/BEARING TYPE BOLTS, 318, SECTION 7.7, TO INCLUDE REINFORCEMENT NOT INDICATED IN ACCORDANCE WITH BUILDING MANUFACTURER'S REQUIREMENTS --->2x4 STUDS @16"O.C. FOR CLEAR SPAN UP TO 9=0"AND L E "SNUG-TIGHT". AND PLACEMENT DRAWINGS w co - UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL BE STRUCTURAL DRAWINGS. —>2x4 STUDS @12"O.C. FOR CLEAR SPAN UP TO 10=0" Z .. SHOP PAINTED WITH ONE COAT OF SSPC 15-68, TYPE!(RED -ALL DETAILING, FABRICATION, AND PLACEMENT OF -ALL WORK SHALL BE IN ACCORDANCE WITH INTERNATIONAL - >2x6 STUDS @16"O.C. FOR CLEAR SPAN UP TO 13'-0" OXIDE) PAINT. REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS BUILDING CODE, LATEST EDITION. -ALL CONNECTORS INDICATED ON DRAWINGS TO BE BY SIMPSON Z -- CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT w - UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL OF ACI-SP-68 OR EQUAL AND ARE TO BE INSTALLED IN ACCORDANCE WITH w CI) 0 >in PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT-DIPPED -IF NO SPLICE LENGTH DIMENSION IS PROVIDED, THE SPLICE THE PROJECT SITE PRIOR TO STARTING WORK AND SHALL NOTIFY MANUFACTURER'S RECOMMENDATIONS GALVANIZED IN ACCORDANCE WITH ASTM A 123. LENGTH SHALL BE CLASS "B"LENGTH AS PER ACI 318, SECTION THE PRIME CONSULANT IMMEDIATELY OF ANY DISCREPANCIES. --ADDITIONAL HANGERS, STRAPS, CONNECTORS, POST CAPS, L6 THE CONTRACTOR SHALL NOTIFY THE PRIME CONSULTANT OF O Cl. Z Fla" �;��, ��4�;;��,��,.Y� � is"��n,� �r;: i� e ��x--. A;-�F, 12.15 POST BASES, OR FASTENERS NOT SHOWN ON STRUCTURAL �' -DEVELOPMENT LENGTHS SHALL BE IN ACCORDANCE WITH ACI ANY SITE CONDITIONS THAT ARE NOT CONSISTENT WITH THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR ce PAW Mtn (//r�(�!(- DESIGN DOCUMENTS. AND ARE TO BE INSTALLED IN ACCORDANCE WITH w REVISION B`S� "'`' 318, SECTION 12.3 FOR COMPRESSION STEEL AND SECTION 12.5 IRC NOTES AND D ( $[T" OF' 'i-` � FOR STANDARD HOOKS IN TENSION. -REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL AND S�D��.aS` Y3$$"A� , 4Y,� �J @�Li'BR�.teS� G } §:..tt] S� �rS MANUFACTURER'S RECOMMENDATIONS 0 --AS INDICATED IN THE PREFACE OF THE INTERNATIONAL - PROVIDE(2)#5 BARS, EACH WAY AT RE-ENTRANT CORNERS. DOOR OPENINGS, LOCATIONS OF PARTITION WALLS, AND CRITICAL -- THE FIRST 4'-0"WIDE PLYWOOD SHEATHING SECTION ALONG a RESIDENTIAL CODE(IRC), III, -ALL REINFORCING BARS TO BE GRADE 60 DEFORMED BARS ARCHITECTURAL FEATURES. ROOF EDGES SHALL HAVE ALL EDGES NAILED 4"O.C. WITH w PAGE 111 THE INTERNATIONAL @ RESIDENTIAL CODE IS A "PRESCRIPTIVE"CODE, MEANING THAT IT COMPLYING WITH ASTM A615 -REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE INTERMEDIATE MEMBERS FASTENED @ 10"O.C. PROVIDE ¢ SERVES AS THE MINIMUM STRUCTURAL REQUIREMENT WHEN NOT -ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPING CONDUITS, BLOCKING AS REQUIRED TO ENSURE ALL EDGES ARE NAILED. z co ETC. NOT SHOWN. USING ACCEPTED ENGINEERING PRACTICE. THE REMAINING ROOF SHEATHINGS SHALL BE FASTENED @ 6" O " - ONCE THE PROJECT IS COMPLETED, THE OWNER SHALL BE " 0 - IRC SECTION 8301.1.2, PAGE 21, ENGINEERED DESIGN , STATES O.C. ALONG EDGES AND 12 O.C. ALONG INTERMEDIATE MEMBERS LE FOR ADEQUATE STRUCTURAL MAINTENANCE AND THAT ELEMENTS NOT CONFORMING TO THIS CODE SHALL BE FILL &EXCAVATION RESPONSIBLE - PLYWOOD SUBFLOOR TO BE GLUED& NAILED 0 SHALL BE NOTIFIED, IN WRITING, BY THE CONTRACTOR. t?- DESIGNED BY AN ENGINEER. WE DESIGNED THIS'STRUCTURE IN -ALL FILL MATERIAL SHALL BE SELECT MATERIAL CAPABLE OF _NO INSPECTION OF ACTIVE OR COMPLETED CONSTRUCTION IS --ALL WOOD MEMBERS IN DIRECT CONTACT WITH FOUNDATION ACCORDANCE WITH STANDARD ENGINEERING PRINCIPLES AND ATTAINING 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED TO INSPECTION PROVIDED O EMPIRE ENGINEERING,R COM LT COMPLETED CONSTRUCTION UNLESS SYSTEM AND WITHIN 8"OF OF EXPOSED EARTH SHALL BE OF w ALL APPLICABLE DESIGN STANDARDS SUCH AS AC/318, NDS 1997, BY THE MODIFIED PROCTOR TEST. NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD (IBC co AND ASCE 7. WE HAVE INCORPORATED SOME PROVISIONS OF -- BACKFILL MATERIAL SHALL BE FREE OF ORGANIC MATERIAL, SPECIFICALLY AUTHORIZED BY SEPARATE CONTRACT FROM THE 2006, 2304.11.2.2) z "r - -- '- 1 THE IRC THAT ARE CONSISTENT WITH OUR DESIGN INTENT, BUT CONSTRUCTION MATERIAL, COBBLE, BOULDERS, BOTTLES, CANS, OWNER OR CLIENT. --ALL SHEATHING TO BE %2"PLYWOOD OR 7/16"OSB. ¢ HAVE NOT WAIVED OUR ENGINEERING JUDGMENT CONCERNING OR OTHER DELETERIOUS MATERIAL THAT AFFECTS THE G. POWELL 0 DRAWN BY THE INTEGRITY OF THE STRUCTURE COMPATIBILITY OF THE MATERIAL. BACKFILL SHALL BE PLACED IN z - IT IS OUR POSITION THAT THE IRC IS AN "EITHER/OR"CODE, LIFTS AND COMPACTED IN A MANNER THAT DOES NOT DAMAGE FOUNDATIONS&FOOTINGS SHEARWALL NOTES z G. POWELL MEANING THAT EITHER THE STRUCTURE BE DESIGNED WITH IRC THE FOUNDATION, WATERPROOFING, OR DAMPPROOFING - FOOTINGS& FOUNDATIONS SHALL BE BUILT ON UNDISTURBED --ALL SHEARWALLS ARE DESIGNED AS BLOCKED SHEARWALLS. g CHECKED BY in GUIDELINES OR A STRUCTURAL ENGINEER BE COMMISSIONED TO MATERIAL. SOIL OR COMPACTED FILL MATERIAL -ALL EXTERIOR SHEATHING NOT LABELED AS A SHEARWALL G. POWELL ANALYZE AND DESIGN THE STRUCTURE. SINCE WE CARRY THE - THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION - TOP SURFACE OF FOOTINGS SHALL BE LEVEL. BOTTOM SHOULD BE NAILED WI Bd NAILS @6"O.C. ALONG PANEL EDGES PROJECT NUMBER ENTIRE RESPONSIBILITY FOR THE WIND AND SEISMIC RESISTANCE SHALL BE SLOPED AWAY FROM THE BUILDING TO PROVIDE FOR SURFACE OF FOOTINGS ARE PERMITTED TO HAVE A SLOPE NOT AND 12"IN THE FIELD. 2009-095 OF THIS PARTICULAR STRUCTURE, WE RESERVE THE RIGHT TO POSITIVE DRAINAGE. TO EXCEED 1:10 SLOPE. STEPPED FOOTINGS ARE ACCEPTABLE. --SHEARWALLS MAY BE SHEATHED WITH EITHER 1/2"PLYWOOD DATE DESIGN IT IN ACCORDANCE WITH OUR PREFERRED METHODS AND -- FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 6" -- MINIMUM DEPTH OF FOOTINGS SHALL BE 12"BELOW EXISTING OR 7/16"OSB SHEATHING. PROCEDURES, WHETHER OR NOT THEY ARE PRESENTED AS AND SHALL BE COMPACTED TO AT LEAST 95% OF THE MODIFIED NOVEMBER 23, 2009 GROUND SURFACE IN ACCORDANCE WITH IBC 2006, SECTION SCALE ACCEPTABLE IN THE IRC. PROCTOR MAXIMUM DRY DENSITY. 1805.2. - CONTRACTOR SHALL TAKE MEASURES AS TO PREVENT CAVE-IN TIMBER CONNECTORS AS SHOWN OF FOOTING EXCAVATIONS AS MAY BE REQUIRED. -ALL CONNECTORS INDICATED ON DRAWINGS TO BE BY SIMPSON --PRIOR TO PLACEMENT OF ANY CONCRETE, THE THIN LAYER OF EXTERIOR SHEAR WALLS EXTERIOR WALL FRAMING OR EQUAL AND ARE TO BE INSTALLED IN ACCORDANCE WITH DISTURBED SOIL IN THE FOOTING SUBGRADE SHALL BE MD 10.99 SECT. 306.4.a. IRC SECT.R502 AND SSTD 10.99 SECT 30 MANUFACTURER'S RECOMMENDATIONS „/ SHE LENGTH OF SHEAR WALL Es COMPACTED WITH HAND-OPERATED, GAS-POWERED TAMPERS. � nd or shall �g� � DETERMINED � � -ADDITIONAL HANGERS, STRAPS, CONNECTORS, POST CAPS, S I 00 be Instellod nom camera within DEMMER, MINIMUM MIMEO Ito HOME POST BASES, OR FASTENERS NOT SHOWN ON STRUCTURAL 27 I @hog for foot tikiii h e kill t ( 1-I i 1 {_ HOOP fACK04(111t' DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR and 34 Whoa for 10 r 'fil of � 9 1 !ROHM, AND ARE TO BE INSTALLED IN ACCORDANCE WITH Double tt ' d4 MANUFACTURER'S RECOMMENDATIONS /// w / t,''''Ci -,6,■...-1-e;,'Z',.j 401 ' 55=0" I Q i No.26C76 1 i -i / - PROiESSIONAL 7 13'-4" 14t4" 15=4" 12=0" / / / / / fi W r...........■........1 r...............1 z o o I i.9 ca) Z linllrmir' \ \ \ r.................1 1 w / , 1 cn .., 1 1- -, \ \ no 1 . L-.....4.........1 o / . - . Billi N 0 4 sw • 1 I 1. 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POWELL THIRD FLOOR CEILING PLAN g CHECKED BY SCALE: 1!4"=1'-0" G. POWELL PROJECT NUMBER LEGEND 2009-095 DATE INTERIOR LOAD NOVEMBER 23, 2009 BEARING WALL BELOW SCALE C = INTERIOR LOAD AS SHOWN BEARING WALL ABOVE 1 1 INTERIOR NON-LOAD BEARING WALL BELOW ® COLUMN BELOW S 1 04 © POINT LOAD FROM ABOVE 7 ■ 1 ail. moo ILIII %1 2x8 RAFTERS L\1 @16"O.C. 1 I ?+'°y, �� +�I IIII � � A a � S 1 ,� � � d� ,�i==► - ►OBI_ ..V4 ��W r;\ Pir,.(,`ti, 2.8 RAFTERS 1141 'mil o �O� @ 16"O.C. ,<,41).41111111 z _.._, elm am. 2x8 RAFTERS �� . m 0 �� a`� ■1 '�;—■■..1 I @ 16"O.C. w (- 0D 1' 2x10 RIDGE �N"0-' �� v� I ,� �r .`r #50'-am'' 2x10 RIDGE r -o 11411 I y,A '� . ■ 1_1 II ON t'i›Zilli 1 r a, ��+ 2x8 RAFTERS 111 Yfl 0 1.. _ .O - '.L„ @ 16"O.C. 0 ._ _, P. -t �� uI II1 i ll ire 76-i "T1 II 0; woo NI ai 3;1 lag • wr ► '0 m� • . . I \ . 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POWELL ALL OTHER WALLS TO BE SHEATHED WITH%2"PLYWOOD&FASTENED WI CHECKED BY SCALE:1/4"=1' EXTERIOR WALLS 8d NAILS @6"O.C.ALONG EDGES AND 12"O.C.ALONG INTERMEDIATE SUPPORTS. 0 G. POWELL * W ALL THREAD ROD;INSTALL PER MFR.RECOMMENDATIONS; PROJECT NUMBER ALL HOLDDOWNS SHOULD PROVIDE CONTINUOUS LOAD PATH 2009-095 TO THE FOUNDATION. SEE HOLDDOWN CONNECTION DETAILS DATE ON SHEET S201. NOVEMBER 23, 2009 SCALE AS SHOWN S 1 07 / . _6/ ,, NOTE: --ALL EXTERIOR SIMPSON STRAPS, NAILS&SCREWS TO BE STAINLESS STEEL • --ALL EXTERIOR STEEL PLATES TO BE EITHER STAINLESS STEEL OR GALV. &PAINTED AS REQUIRED IN ORDER TO 12"SQUARE CONCRETE PREVENT CORROSION PEDESTAL BEYOND /--\`' " PAVERS 4, 6 j;j4r4 _ [ i i AVERAGE GRADE I I I I 7 I ! o 1 12"DEEP x 6"WIDE W _.44, CONCRETE CURB, W/(1)#5 W PROVIDE COUPLERS AS 111 ,. 12"DEEP x 54"SQUARE CONCRETE Z REQ'D ''Ir �� /� I REBAR CONT., TYP. (} iiiiiiiiiiiiiiiidiiiiiiiiiq FTG. 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FLOOR JOIST FRAMING RIMBOARD OR 2x BAND CO STANDARD HOOK STANDARD HOOK / !- 24 BAR DIAMETERS 24 BAR DIAMETERS SEE SECTIONS FOR ' Q U SIZE NUMBER OF // r5& I , el U ' W tl ,o Z DESIGNED BY I ° ° ° ° ° ° ° a ° ° ° °° FASTEN JACK STUD BAND Q )-- ° ° 41 ° I' BELOW BELOW WI SIMPSON G. POWELL -' ° ° ° ° ' po CS16 COIL STRAP(trAP 12") (�u :::::YBY ° ° ° ° ° ° 2x BLOCKING @48" Z �— ° ° �' ° ° ° ° \\- O.C. REQUIRED G. POWELL ° ° ° ° ° ° 1ST TWO BAYS ' ° g \ ° ° ° ° °Q ° °° I EXTEND FROM OPENING TOE G. POWELL I 2nd STUD BEYOND CORNER PROJECT NUMBER ° , ° ° (MIN. 16") 2009-095 -f, J CORNER BARS INTERSECTION DATE ° BARS ° .i _ __ NOVEMBER 23, 2009 ° J ° WALL CONNECTION DETAIL & SCALE ° ° ° A ° ° AS SHOWN BRACING FOR OPENINGS WITHIN 48" OF CORNER SCALE: 112"=1' ,0,$/#" FOOTING DETAILS FLOOR DIAPHRAGM S201 SCALE: NONE G SCALE: 1/4"=1' #, ROOFING MATERIALS, BY • OTHERS NOTE: 16" 4A rY/,/, // m'''O --ALL EXTERIOR SIMPSON STRAPS, NAILS&SCREWS TO BE 2x8 RAFTERS @ 16 O.C. �,,,njO STAINLESS STEEL �'''O�"' --ALL EXTERIOR STEEL PLATES TO BE EITHER STAINLESS %2"PLYWOOD SHEATHING STEEL OR GALV. &PAINTED AS REQUIRED IN ORDER TO (2)SIMPSON H2.5A CLIPS °'4'" PREVENT CORROSION STAGGERED, OR(1)H10 HURRICANE CLIP EACH RAFTER ,.'e S \ '♦ %2"PLYWOOD SHEATHING; 2x4 PURLINS @ 24"O.C., FASTEN "'°�� EXTEND TO BOTTOM OF BAND Zx STUDS;SEE FRAMING PLAN iiiimmi.,,, FASTEN BEAM ABOVE TO COLUMN TO EACH RAFTER BELOW W/ �,,,.•� BELOW W/S(4)%2"Ql THRU BOLTS FOR S/ZE&SPACING NOTCH POST&LEAVE A MINIMUM OF BEAM;SEE SHEARWALL PLAN (2)#10 x 3"LONG SCREWS "'' ' FOR NAIL PATTERN °'D�� 3"FOR BOLTS Ci DECKING MATERIAL, BY 3/4"T&G PLYWOOD SUBFLOOR; `� 1/2" 3" 3/4" W OTHERS GLUED&NAILED • Z PT 2x FLOOR JOISTS;SEE FLOOR SYSTEM BEYOND;SEE U %�� FRAMING PLAN FOR SIZE& FRAMING PLAN FOR SIZE&SPACING Z i . / SPACING ►� �_ W % r . . 0 •.m.11, i_ . u_ A -tun r i 0 . 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POWELL 1 co 1st FF It ' PROJECT NUMBER co 10.8'MSL I I I ! °°� 2009-095 1 (---- AVERAGE GRADE GRADE — —I „ , 11 7/8"FLOOR JOISTS 13/4"LVL RIPPED FROM ' ' I ' I I ' I 1- - DATE 9"TO 6 3/4"FLOOR - NOTE: NOVEMBER 23, 2009 (2}13/a"x 117/s"LVL JOISTS @16"O.C. BLOCKING AS S REQ'D " 54" III I SCALE --ALL EXTERIOR SIMPSON STRAPS, NAILS&SCREWS TO BE 12 DEEP x 54 SQUARE CONCRETE I STAINLESS STEEL FTG, WI(8)#5 REBAR EACH WAY, —I ■ ■ a illgi ii --ALL EXTERIOR STEEL PLATES TO BE EITHER STAINLESS 11'-21" EQUALLY SPACED STEEL OR GALV. &PAINTED AS REQUIRED IN ORDER TO AS SHOWN 2 / / PREVENT CORROSION 0 .=•----. .,_____„.,.. / -'-'*'-'--- S203 4. . ••1\''''.-------______2\.,_____ N ___.}- 7A,/df4 OAMNr.:07470RTnrieKCOC�A ice. E CCAV�ALWE12'8�'IWZOTTE001Ci�fi&4:47A 'QISTORMEC45/01 S ,. PORCH ABOVE W/ HEATED BELOW DETAIL 7.8'MSL ° ° ° ° WALL DETAIL TYP.1,iio SCALE: 3/4"=1'-0" BOTTOM OF FTG. 3"CLR. - - / / SCALE: 1"=1' 4'-6" / / 3"CLR. 7 tm k6 6 * f PROVIDE BLOCKING AS PROVIDE BLOCKING AS REQ'D. REQ'D. 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(BREAKAWAY) STRUCTURE o " / j� A / (PERMANENT FASTENING) �, %2 THICK STEEL PLATE, FASTEN f' lx --T I I €1==== _ %2"THICK STEEL PLATE;FASTEN TO COLUMN&BASE W/(2)%2"0 0 % W Z g PROVIDE OPENING IN WALLAS TO COLUMN&BASE W/(2)1/2""0 THRU BOLTS SEE DETAIL FOR % O E-i o• € �' THRU BOLTS SEE DETAIL FOR W / � ., o REQ'D. FOR PENETRATIONS ( DIMENSIONS) / / C,, S"x ?8"x T2\"THICK o 2112" DIMENSIONS) Z w , � STEEL PLATE ,, � 4 PT 8x8 COLUMN- PT 8x8 COLUMN O j j I l A 14 )) Fa i - (2)8dNAILS @24"O.C. _ � d --- - --- -- - -= (BREAKAWAY) I- a F ° 1r :::::: i p oo E" z o0 M/ 44 E .1 N E. cli 1 NAILS 12 . 6d @ O C. (PERMANENT FASTENING) / ` / REAR VIEW SIDE VIEW 2 --------PT 8x8 COLUMN - -►� - P7 8x8 COLUMN d- -4 Zx STUDS @16 - - O.C., TYP. o - - - - - - % o- , C? !417. % j ___ _____ ______ __ _ _ PT 6x6 BRACE CONNECTION DETAIL . ; / I : NINGT- ��_ ► /SCALE1 =1) �� U / / 41 zA / to :c'v)\ ('- r Z.--) / \ 2. : (2)8d NAILS @ 24"O.C. (P+ < 0 0 0 (BREAKAWAY) NOTE: Q SHORT LEG VERTICAL LONG LEG VERTICAL --ALL EXTERIOR SIMPSON STRAPS, NAILS&SCREWS TO BE .. W / ' - - I STAINLESS ALL EXTERIOR STEEL PLATES TO BE EITHER STAINLESS W we v /. NMIIN AII0"/4IIP ��AIWM�.o/V7./ Imo/// PMMIOm/arWAWO7�I�//�//NW4IIZ/1/ a.Wr A� STEEL OR GALV. &PAINTED AS REQUIRED IN ORDER TO CO V 0 PREVENT CORROSION 1-- CL U_ W ct Z L CONCRETE CURB 346"x " Z CONCR 4 TAPCON SCREWS @ Z Mi 32"O.C. (PERMANENT O �- Lu < H CID FASTENING) U FASTEN RIDGE TO COLUMN >t 1 F-- BELOW W/(2)SIMPSON CS16 p (L'J�°J�a issEJ B R EA SWAY WALL DETAIL COIL STRAPS 2x1 D RIDGE rt Q z (11) a.SCALE: NO SCALE .,,.,, ® Ui COLLAR TIES BEYOND ,,,,,, �� `y •.,..� N,,,,..r,''' `:� * 2x�8+RAFTERS @ 16" W 0 W //,//,,,,.Orrrr ,''..,..,,.,,,,,, O.V. /� W CO BREAKAWAY WALL; DETAIL ,r,•r••�1 �' • °"". Z f 0 SHEET 5204 ,,,,rr• °.4'',,.,,, W ,,,rr...I 2x4 x 48"LONG STRONGBACK;LOCATE @ W a 0 >am PT 8x8 COLUMN CURB BEYOND .eat °� - - - - @ EACH END OF 48"O.C.ALONG nLI NGTOHLOF BEAM;FASTEN U_ ^ ,,,4 I- 1000,1r- TO EACH CEILING JOIST BELOW WI(2)16d 0 1� z F.-- FASTEN PT 8x8 TO CMU PIER _ (3)2x4 COLUMN(SEE ROOF 12 SQUARE PAVERS NAILS @ 16 O.C. } BELOW WI SIMPSON ABU88 %2"PEJ, TYP. FRAMING PLAN FOR LOCATIONS) I- P ST BASE, &(2)%"0 x 10" 8"DROP(VERIFY) 2x4 x 48"LONG STRONGBACK;LOCATE @ w REVISION BY EMBED A.B. 4"CONC. SLAB ON 6X6-W1.4x1.4 EACH END OF BEAM,@COLUMN ( Q 11.25'MSL WWM OR FIBERMESH ON 6 MIL >< LOCATION, &@ 48"O.C.ALONG LENGTH (1)SIMPSON CS16 COIL STRAP tY OF BEAM;FASTEN TO EACH CEILING JOIST 2-17-10 GMP 1st FF POLY VAPOR BARRIER ON BELOW W/(2)?6d NAILS @ 16"O.C. o. EACH SIDE OF COLUMN W I I COMPACTED SUBGRADE 3 2x10 BELOW 3 1 1 1-1 4 i 1 1 1 I — ( 1 SIMPSON H3 HURRICANE O ( )2x4 COLUMN; Ce 10.8'MSL II 111--1 I 1 J — _ —� '' CLIP EACH STRONGBACK I NE o r SPAN OF BEAM TO EXTEND TO I < -3/2 3/j J 12-4--1 j� AVERAGE GRADE ( T - LOAD BEARING WALLS BELOW (3)2x4 COLUMN(SEE Z _____x_x X X X X X X X X _I SIMPSON H3 HURRICANE �' `�'1 I � � I C I I I I—' �� " ROOF FRAMING PLAN 0 CLIP EACH STRONGBACK FOR LOCATIONS) I- N � i�. � _ � � � _� � Il� � -� � � � � ( � � � � I � 12"DEEP WIDE 'o ' ( Q gummy ( -I I ' I-) I CONCRETE CURB, WI(1)#5 U••":4 REBAR CONT., TYP. • • .. 12"CMU PIER W/(4)#5 s I I i I -.. -.0.-4 P"_ U VERTICAL REBAR W/#3 d i ` W TIES @ 8"O.C. 4 I ' u) I ' k *IL t X i DESIGNED BY z Q G. POWELL 12"DEEP x 30"SQUARE I ' ' ( i 0 DRAWN BY I(f(\11 CONCRETE FTG., W/(4)#5 — -1-= (3)2x10 BLOCKING @ I (3)2x10 BELOW(3)2x4 COLUMN, G. POWELL 2x10 CEILING JOISTS REBAR EACH WAY LOAD BEARING WALL .16"O.C. SPAN OF BEAM TO EXTEND TO g CHECKED BY 2x10 CEILING JOISTS LOCATIONS BELOW BEAM LOAD BEARING WALLS BELOW o @ 16"O.C. ! ! G. POWELL- 2x6 LOAD BEARING WALL 2x6 LOAD BEARING WALL 0 0 0 ® \ ��i PROJECT NUMBER BELOW BELOW 7.8'MSL 2009-095 \ \ BOTTOM OF FTG. 3"CLR. 2x6 LOAD BEARING WALL 2x6 LOAD BEARING WALL - DATE / / 3"CLR. j NOVEMBER 23, 2009 / 2-6 / SCALE v \ _ AS SHOWN ELEVATOR PIT DETAIL, TYP. SIDE VIEW PLAN VIEW SCALE: 1"=1' CEILING BEAM DETAIL S204 SCALE: 1"=1' 7 , STRUCTURAL CONCRETE DESIGN DATA STRUCTURAL MASONRY f, ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STEEL BOLTS - THIS STRUCTURE IS DESIGNED IN ACCORDANCE TO THE (f _ -L --ALL MASONRY MORTAR SHALL BE TYPE "S". STRENGTH OF 3000 PS! IN 28 DAYS. -ALL BOLTS SHALL BE ASTM A307 GRADE A, EXCEPT ANCHOR 'l„ -- STRUCTURAL MASONRY HAS BEEN BASED UPON SPECIFIED INTERNATIONAL RESIDENTIAL CODE, 2006 , '� .; -- CONCRETE SHALL CONFORM TO ACI 301 AND HAVE THE RODS SHALL BE ASTM F1554 GRADE 36. � _ ULTIMATE AXIAL COMPRESSIVE STRESS (fm) OF THE COMPOSITE FOLLOWING SLUMPS AND AGGREGATE REQUIREMENTS: -ALL GROUT TO BE USED UNDER BEARING DEVICES, BASE -- DEAD LOADS MATERIAL OF AT LEAST 2000 PSI. NO VALUE LOWER THAN THIS IS LOCAT IONS SLUMP MAX. AGGREGATE PLATES, EQUIPMENT BASES, ETC., IS TO BE NON-METALLIC, ---->ACTUAL SELF WEIGHT ACCEPTABLE. FOOTINGS 3" 1" ASTM#57 NON-SHRINK, PRE-MIXED GROUT, AND SHALL COMPLY WITH THE —3/16"JOINT REINFORCEMENT SHALL BE PLACED IN EVERY OTHER SLABS 4" 1" ASTM#57 REQUIREMENTS OF ASTM C827 -LIVE LOADS: COURSE BED, UNLESS INDICATED DIFFERENTLY ON THE• -- IF HIGHER SLUMP IS DESIRED TO INCREASE WORKABILITY, - BOLT HOLES SHALL NOT BE CUT OR ENLARGED BY FLAME ----> ROOF= 16 PSF '�i, DRAWINGS. CONTRACTOR SHALL CONSULT WITH CONCRETE SUPPLIER ABOUT CUTTING IN THE FIELD. iii, c01-Z / ‘ ---->ATTIC(STORAGE) =20 PSF 9F -- WHERE INDICATED ON THE DRAWINGS, HOLLOW CONCRETE USING A CONCRETE ADDITIVE THAT WILL INCREASE SLUMP - NO CONNECTION DESIGN SHALL BE PERFORMED BY EMPIRE ----->ATTIC NON-STORAGE = 10 PSF '' �No.28676 MASONRY UNITS ARE TO BE FILLED WITH GROUT WITH A WITHOUT INCREASING WATER/CEMENT RATIO OF THE CONCRETE. ENGINEERING, LLC UNLESS UNDER SEPARATE CONTRACT (NON-STORAGE)} = $ PROFESSIONAL -;- ----> FLOOR=40 PSF COMPRESSIVE STRESS VALUE OF AT LEAST 2000 PSI AT 28 DAYS, -ALL EXTERNALLY EXPOSED CORNERS OF CONCRETE SHALL BE ,e cu TO BE COARSE TYPES (PEA GRAVEL CONCRETE)AND TO HAVE A BEVELED WITH A 3/4"X 45 DEGREE SURFACE, UNLESS INDICATED (9A eil ' 4�,� ' 7 TO 8 INCH SLUMP. DIFFERENTLY ON DRAWINGS -- BUILDING OCCUPANCY= II 4• -- WHERE WALLS ARE TO BE FILLED, THE CONTRACTOR SHALL GENERAL � � `� --ALL CONCRETE FLATWORK SHALL CONFORM TO THE' --ALL NECESSARY ITEMS TO PROVIDE THE REQUIRED -- GROUND SNOW LOADS =Pg =5PSF ti PROVIDE CLEANOUTS ALONG THE BASE OF THE WALL TO ENSURE FOLLOWING TOLERANCES AS INDICATED BY ASTM E1155: DISTRIBUTION OF UTILITIES THROUGHOUT THE STRUCTURE SHALL w THAT CELLS ARE COMPLETELY FILLED. ---> OVERALL FLATNESS: Ff>20 - WIND LOADS: Z BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS INCLUDES ,„ ,,,,,,,,,,,,,,,,,,,,,,,,,, -- BOND BEAMS SHALL BE PLACED (AS A MINIMUM)AT THE ---> MINIMUM LOCAL FLATNESS: Ff>15 ALL NON-STRUCTURAL ITEMS, HANGERS, OR CLIPS. ----> BASIC WIND SPEED (3 SECOND GUST): 130 MPH Z C.) FOLLOWING LOCATIONS: —> OVERALL LEVELNESS: FI>15 FASTEST MILE 110 MPH , i ---->AT ALL LOCATIONS WHERE THE WALL IS TIED.TO THE ---> MINIMUM LOCAL LEVELNESS: FJ>10 -- THE EXISTENCE OF UTILITIES MAY NOT BE SHOWN ON THE (FASTEST MILE): w —> IMPORTANCE FACTOR: 1.0 z j STRUCTURAL FRAMING FOR LATERAL SUPPORT - STRUCTURAL DRAWINGS. WIRE BRUSH AND LIGHTLY OIL ANCHOR BOLTS AFTER _ ---> WIND EXPOSURE: D �_> ” - REFER TO THE DRAWINGS OF OTHER DISCIPLINES FOR THE u. 14 AT 4=0"O.C. ABOVE FINISHED FLOOR CONCRETE PLACEMENT �_, 0 COMPONENTS AND CLADDING PRE / SIZES AND LOCATIONS OF ALL UTILITIES, AND THE STANDARD PRESSURE: TABLE 1609.6.5 , / i o --ALL MASONRY WALLS SHALL BE PROVIDED WITH FULL WYTHE - CONSTRUCTION JOINTS WHEN REQUIRED SHALL BE LOCATED Z i 0 E. MORTAR SETTING BED ON TOP OF SUPPORTING FOUNDATION STRUCTURAL DETAILS AND NOTES FOR ANY ADDITIONAL p i j �� ; z N AT MIDSPANS OF SLABS OR BEAM. --EARTHQUAKE DESIGN DATA: u5 w v --JOINT REINFORCING SHALL BE 3/6"STANDARD LADDER TYPE, - WET(NOT FLOOD) FORMS, REINFORCEMENT, AND FOOTING AND REINFORCEMENT(AS INTEGRITY ED) > / o - THE STRUCTURAL INTEGRITY OF THIS DESIGN IS BASED UPON SEISMIC USE GROUP: I ,, , w z GALVANIZED, FABRICATED OF STEEL COMPLYING WITH ASTM A32 GRADE BEAM EXCAVATIONS IMMEDIATELY BEFORE PLACING a THE COMPLETED CONDITION OF CONSTRUCTION. TEMPORARY ----> Sds: 0.56 t� � z N «, - TYPE I MOISTURE CONTROLLED CONCRETE MASONRY(ASTM CONCRETE. REMOVE ALL DELETERIOUS MATERIAL (SAWDUST, ---> Sdl: 0.43 a. w "' BRACING, SHORING OR SUPPORTING OF THE STRUCTURE OR ��/ , ~j M C90) UNITS SHALL BE USED WOOD CHIPS, BOTTLES, ETC.)FROM EXCAVATION PRIOR TO PARTS WHICH ARE REQUIRED TO MAINTAIN STABILITY PRIOR TO ----> SITE CLASS: D D F--1i W -- IF NO SPLICE LENGTH DIMENSION IS PROVIDED, THE SPLICE CONCRETE PLACEMENT. ----> SEISMIC DESIGN CATEGORY: G O % % a x COMPLETION SHALL BE THE RESPONSIBILITY OF THE j j LENGTH SHALL BE CLASS "B"LENGTH AS PER AC!318, SECTION --PROTECT FRESHLY PLACED CONCRETE IN ACCORDANCE WITH CONTRACTOR ----> BASIC SEISMIC-FORCE-RESISTING SYSTEM: LIGHT FRAME X .:41-9 12.15 AC!318, SECT IONS 5.11, 5.12, & 5.13, "CURING, COLD WEATHER WALLS WITH WOOD STRUCTURAL SHEAR PANELS 'S i o 0 " - CONTRACTOR SHALL NOTE AND VERIFY THE LOCATION AND _ H 30 -- DEVELOPMENT LENGTHS SHALL BE IN ACCORDANCE WITH ACI REQUIREMENTS, AND HOT WEATHER REQUIREMENTS". CONCRETE -__> p , z o REQUIREMENTS OF ANY EMBEDS, RECESSES, PITS, OR OPENINGS ANALYSIS PROCEDURE(T 1616.6.3): -EQUIVALENT LATERAL , ,, v w M 318, SECTION 12.3 FOR COMPRESSION STEEL AND SECTION 12.5 SHALL BE MAINTAINED ABOVE 50°FAHRENHEIT FOR AT LEAST THE M FOR STANDARD HOOKS IN TENSION. FIRST 7 DAYS AFTER PLACEMENT. REQUIRED BY OTHER TRADES/VENDORS FROM THEIR FORCE 03 a PZ RESPECTIVE DRAWINGS. REQUIREMENTS OF THESE TRADE/ _ / 5 0 --ALL CONCRETE SHALL BE PLACED IN STRICT ACCORDANCE VENDOR DRAWINGS FOR COMPLETE INSTALLATION MAY NOT BE --ALLOWABLE SOIL BEARING PRESSURE:2000 PSF(ASSUMED IN 0 ! -4441 � WITH ACI 318, SECTION 5.10 ACCORDANCE WITH TABLE 1804.2, IBC 2006 � �j a a INCLUDED LUDED N THE WORK.STRUCTURAL DRAWINGS, BUT SHALL BE 2006) w / j � 51 STRUCTURAL STEEL -- WHERE REQUIRED, WINDOWS SHALL HAVE A MINIMUM RATING w �% '" STRUCTURAL CONCRETE REINFORCEMENT NOTES --ANY FLOOR DEPRESSION DIMENSIONS AND LOCATIONS WHICH i <t -ALL STRUCTURAL STEEL WORK SHALL CONFORM TO AISC ARE REQUIRED FOR THIS PROJECT SHALL BE COORDINATED BY OF DP 45 PSF. MANUAL OF STEEL CONSTRUCTION, LATEST EDITION --ALL REINFORCEMENT BENDS TO BE IN ACCORDANCE WITH ACI z � ' CONTRACTOR WITH THE ARCHITECTURAL 0 i j 318, SECTION 7.2 THE CONTRCC O CHI ECTURAL DRAWINGS _ / - STRUCTURAL STEEL PLATES AND SHAPES SHALL BE ASTM A-529 -- WHERE WIND BORN DEBRIS PROTECTION #- -ALL ELEVATIONS ARE REFERENCED FROM FIRST FLOOR IS REQUIRED, GRADE 50, ASTM A-572 GRADE 50, OR A-992 WITH A MINIMUM --ALL REINFORCEMENT TO BE COLD BENT, UNLESS AUTHORIZED <t ELEVATION OR AS INDICATED THE FIRST PROVIDE REMOVABLE IMPACT PANELS. THESE PANELS MAY BE U � 4 YIELD STRESS OF 50 KSl BY THE ENGINEER OF RECORD. FINISHED E N ON E DRAWINGS. F RST J --ALL REINFORCEMENT SHALL BE FREE FROM MUD, OIL, OR FLOOR ELEVATION SHALL BE NOTED AS 0`-0"DATUM. MANUFACTORED OR CONSTRUCTED WITH %2"PLYWOOD AND t-wj ''�� --ALL BOLTS SHALL BE ASTM A307 GRADE A, EXCEPT ANCHOR -- DURING CONSTRUCTION PROTECTION OF ANY EXISTING OR FASTENED WITH#10 SCREWS AT 12 ON CENTER AND ONE EACH w RODS SHALL BE ASTM F1554 GRADE 36. OTHER NONMETALLIC COATINGS THAT DECREASE BOND, WITH CORNER. u - WELDS, BOTH SHOP AND FIELD SHALL BE EXECUTED BYAWS THE EXCEPTION OF EPDXY COATED REINFORCEMENT OR ADJACENT STRUCTURES DURING CONSTRUCTION SHALL BE THE o C tl 1„,u < ERTIFIED WELDERS AND SHALL BE WELDED WITH E70XX CONSTRUCTION DOWELS AS INDICATED ON STRUCTURAL RESPONSIBILITY OF THE CONTRACTOR. TIMBER FRAMING Z DRAWINGS. --ALL SHOP DRAWINGS SHALL BE REVIEWED AND ACCEPTED BY --ALL TIMBER FRAMING SHALL BE NOT LESS THAN#2 SYP KILN C.) (a) 0 ELECTRODES U) --ALL CONNECTIONS SHALL BE STANDARD CON " , ECTIONS AS -EXCEPT FOR PRESTRESSING TENDONS, STEEL REINFORCEMENT THE CONTRACTOR PRIOR TO SUBMISSION TO THE ENGINEER. DRIED WITH MINIMUM PROPERTIES OF: (tb=1300 psi, Ft=675 PSI, Z V-- DESCRIBED IN THE AISC MANUAL, LATEST EDITION WITH RUST, MILL SCALE, OR A COMBINATION OF BOTH SHALL BE ANY DISCREPANCIES, INTERFERENCE, OR CONFLICTS BETWEEN Fe= PSI)EXCEPTIONS: a 1.1.1 Q -- UNLESS NOTED OTHERWISE, ALL SHEAR CONNECTIONS SHALL CONSIDERED SATISFACTORY, PROVIDED THE MINIMUM THE STRUCTURAL DRAWINGS AND THOSE OF OTHER DISCIPLINES -->2k4'STUDS <9=0"MAY BE SPRUCE-PINE#2 w (...) .3.31 al% BE DESIGN FOR A MINIMUM OF 75% UDL. P DIMENSIONS (INCLUDING HEIGHT OF DEFORMATIONS)AND SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE -->2X6 STUDS < 10=0"MAY BE SPRUCE-PINE#2 w WEIGHT OF A HAND-WIRE-BRUSHED TEST SPECIMEN COMPLY SUBMISSION OF SHOP DRAWINGS. THE STRUCTURAL DESIGN --ALL TIMBER O HAVE A MAXIMUM OF 19% MOISTURE CONTENT = Z a- -ALL GROUT TO BE USED UNDER BEARING DEV/CES,.BASE DRAWINGS (OR REPRODUCTIONS THEREOF)SHALL NOT BE USED `' � �' PLATES, EQUIPMENT BASES, ETC., IS TO BE NON-METALLIC, WITH APPLICABLE ASTM SPECIFICATIONS AS REFERENCED BY ACI -ANYAND A LL TIMBERS EXPOSED TO THE EARTH, WEATHER OR L- ft/ NON-SHRINK, PRE-MIXED GROUT,AND SHALL COMPLY WITH THE 318, SECTION 3.5 FOR ERECTION OR FABRICATION DRAWINGS. IN CONTACT WITH CONCRETE OR MASONRY COMPONENTS OR O Q O REQUIREMENTS OF ASTM C827 -ALL REINFORCEMENT AND DUCTS SHALL BE ACCURATELY --ALL REFERENCES TO CODES, STANDARDS, OR SPECIFICATIONS WITHIN EIGHT(8)INCHES OF EXPOSED GRADE SHALL BE TREATED O C� ARE TO BE THE LATEST ISSUED EDITIONS AT THE TIME OF THE I_ --BOLT HOLES SHALL NOT BE CUT OR ENLARGED BY FLAME. PLACED AND ADEQUATELY SUPPORTED BEFORE CONCRETE IS IN ACCORDANCE WITH AWPA STANADRDS CUTTING IN THE FIELD. PLACED, AND SHALL BE SECURED AGAINST DISPLACEMENT PERMITTING. -- WALL STUD SIZES SUPPORTING FLEXIBLE FINISHES: W r WITHIN TOLERANCES PERMITTED IN ACI 318, SECTION 7.5.2 -ALL REQUIRED SHOP DRAWINGS SHALL BE PROVIDED TO THE ---->2x4 STUDS 16"O.C. FOR CLEAR SPAN UP TO 9'-6" p Z (/) --ALL CONNECTIONS SHALL BE SHEAR TYPE CONNECTIONS AND @ DESIGNED BY THE FABRICATOR IN ACCORDANCE WITH THE - WELDING OF CROSSING BARS SHALL NOT BE PERMITTED FOR CONTRACTOR FOR APPROVAL PRIOR TO FABRICATION AND ---->2x4 STUDS @12"O.C. FOR CLEAR SPAN UP TO 10=0" a ASSEMBLY UNLESS AUTHORIZED BY THE ENGINEER OF RECORD. ERECTION. --.>2x6 STUDS W APPLICABLE AISC REQUIREMENTS. MINIMUM BOLT DIAMETER @ 16"O.C. FOR CLEAR SPAN UP TO 13=0" w Q --ALL REINFORCEMENT COVER TO BE IN ACCORDANCE WITH ACI --ALL ANCHOR BOLTS SHALL BE SET WITH TEMPLATES IN -- Wi4LL.STUD SIZES SUPPORTING BRITTLE FINISHES: W OW SHALL BE 5/$". ALL BOLTS SHALL BE SHEAR/BEARING TYPE BOLTS, ACCORDANCE WITH BUILDING MANUFACTURER'S REQUIREMENTS " " � AND BE "SNUG-TIGHT". 318, SECTION 7.7, TO INCLUDE REINFORCEMENT NOT INDICATED IN ---->2x4 STUDS @16 O.C. FOR CLEAR SPAN UP TO 9-0 w STRUCTURAL DRAWINGS. AND PLACEMENT DRAWINGS ---->2x4 STUDS W -- UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL BE ©12"O.C. FOR CLEAR SPAN UP TO 10'-0" w -ALL DETAILING, FABRICATION, AND PLACEMENT OF -ALL WORK SHALL BE IN ACCORDANCE WITH INTERNATIONAL ---->2x6 STUDS 16"O.C. FOR CLEAR SPAN UP TO 13=0" F- 0 CO SHOP PAINTED WITH ONE COAT OF SSPC 15-68, TYPE I(RED ' BUILDING CODE, LATEST EDITION. @ z OXIDE) PAINT. REINFORCING STEEL SHALL COMPLY WITH THE REQUIREMENTS --ALL CONNECTORS INDICATED ON DRAWINGS TO BE BY SIMPSON w 0 . M -- UNLESS OTHERWISE NOTED, ALL STRUCTURAL STEEL OF ACI-SP-66 - CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS AT OR EQUAL AND ARE TO BE INSTALLED IN ACCORDANCE WITH w Q PERMANENTLY EXPOSED TO THE WEATHER SHALL BE HOT-DIPPED -- IF NO SPLICE LENGTH DIMENSION IS PROVIDED, THE SPLICE THE PROJECT SITE PRIOR TO STARTING WORK AND SHALL NOTIFY MANUFACTURER'S RECOMMENDATIONS (=- LENGTH SHALL BE CLASS "B"LENGTH AS PER ACI 318, SECTION THE PRIME CONSULANT IMMEDIATELY OF ANY DISCREPANCIES. --ADDITIONAL HANGERS, STRAPS, CONNECTORS, POST CAPS, L'- GALVANIZED IN ACCORDANCE WITH ASTM A 123. THE CONTRACTOR SHALL NOTIFY THE PRIME CONSULTANT OF O 12.15 POST BASES, OR FASTENERS NOT SHOWN ON STRUCTURAL - DEVELOPMENT LENGTHS SHALL BE IN ACCORDANCE WITH ACT ANY SITE CONDITIONS THAT ARE NOT CONSISTENT WITH THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR w 1 318, SECTION 12.3 FOR COMPRESSION STEEL AND SECTION 12.5 DESIGN DOCUMENTS. AND ARE TO BE INSTALLED IN ACCORDANCE WITH w REVISION BY /RC NOTES FOR STANDARD HOOKS IN TENSION. --REFER TO ARCHITECTURAL DRAWINGS FOR ALL WALL AND MANUFACTURER'S RECOMMENDATIONS O --AS INDICATED IN THE PREFACE OF THE INTERNATIONAL - PROVIDE(2)#5 BARS , EACH WAY AT RE-ENTRANT CORNERS. DOOR OPENINGS, LOCATIONS OF PARTITION WALLS, AND CRITICAL -- THE FIRST 4'-0"WIDE PLYWOOD SHEATHING SECTION ALONG a RESIDENTIAL CODE(IRC), III, -ALL REINFORCING BARS TO BE GRADE 60 DEFORMED BARS ARCHITECTURAL FEATURES. ROOF EDGES SHALL HAVE ALL EDGES NAILED 4"O.C. WITH w PAGE Ill THE INTERNATIONAL -- REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE @ RESIDENTIAL CODE IS A "PRESCRIPTIVE"CODE, MEANING THAT IT COMPLYING WITH ASTM A615 INTERMEDIATE MEMBERS FASTENED @ 10"O.C. PROVIDE SERVES AS THE MINIMUM STRUCTURAL REQUIREMENT WHEN NOT --ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND LOCATION OF ALL OPENINGS FOR DUCTS, PIPING CONDUITS, BLOCKING AS REQUIRED TO ENSURE ALL EDGES ARE NAILED. z ETC. NOT SHOWN. USING ACCEPTED ENGINEERING PRACTICE. THE REMAINING ROOF SHEATHINGS SHALL BE FASTENED @ 6" 0 -- IRC SECTION R301.1.2, 21, " -- ONCE THE PROJECT IS COMPLETED, THE OWNER SHALL BE " t= PAGE 21 ENGINEERED DESIGN STATES O.C. ALONG EDGES AND 12 O.C. ALONG INTERMEDIATE MEMBERS THAT ELEMENTS NOT CONFORMING TO THIS CODE SHALL BE FILL &EXCAVATION RESPONSIBLE FOR ADEQUATE STRUCTURAL MAINTENANCE AND -- PLYWOOD SUBFLOOR TO BE GLUED & NAILED v SHALL BE NOTIFIED, IN WRITING, BY THE CONTRACTOR. �- DESIGNED BY AN ENGINEER. WE DESIGNED THIS STRUCTURE IN --ALL FILL MATERIAL SHALL BE SELECT MATERIAL CAPABLE OF , _ --ALL WOOD.MEMBERS IN DIRECT CONTACT WITH FOUNDATION U 95% - NO INSPECTION OF ACTIVE OR COMPLETED CONSTRUCTION IS a ACCORDANCE WITH STANDARD ENGINEERING PRINCIPLES AND ATTAINING 95/o OF ITS MAXIMUM DRY DENSITY AS DETERMINED SYSTEM AND 8"OF OF EXPOSED EARTH SHALL BE OF ALL APPLICABLE DESIGN STANDARDS SUCH AS AC!318, NDS 1997, BY THE MODIFIED PROCTOR TEST. TO BE PROVIDED BY EMPIRE ENGINEERING, LLC, UNLESS NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD (IBC v) A t . . OWNER OR CLIENT. AND ASCE 7. WE HAVE INCORPORATED SOME PROVISIONS OF -BACKFILL MATERIAL SHALL BE FREE OF ORGANIC MATERIAL, SPECIFICALLY AUTHORIZED BY SEPARATE CONTRACT FROM THE 2006, 2304.11.2.2) z -- -__-i _ THE IRC THAT ARE CONSISTENT WITH OUR DESIGN INTENT, BUT CONSTRUCTION MATERIAL, COBBLE, BOULDERS, BOTTLES, CANS, --ALL SHEATHING TO BE %2"PLYWOOD OR �/6"OSB. < G. POWELL HAVE NOT WAIVED OUR ENGINEERING JUDGMENT CONCERNING OR OTHER DELETERIOUS MATERIAL THAT AFFECTS THE co DRAWN BY THE INTEGRITY OF THE STRUCTURE COMPATIBILITY OF THE MATERIAL. BACKFILL SHALL BE PLACED IN z - IT IS OUR POSITION THAT THE IRC IS AN "EITHER/OR"CODE, LIFTS AND COMPACTED IN A MANNER THAT DOES NOT DAMAGE FOUNDATIONS&FOOTINGS SHEARWALL NOTES G. POWELL MEANING THAT EITHER THE STRUCTURE BE DESIGNED WITH IRC THE FOUNDATION, WATERPROOFING, OR DAMPPROOFING --ALL SHEARWALLS ARE DESIGNED AS BLOCKED SHEARWALLS. a CH PICKED BY -- GUIDELINES OR A STRUCTURAL ENGINEER BE COMMISSIONED TO MATERIAL. FOOTINGS& FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR COMPACTED FILL MATERIAL -ALL EXTERIOR SHEATHING NOT LABELED AS A SHEARWALL G. POWELL ANALYZE AND DESIGN THE STRUCTURE. SINCE WE CARRY THE - THE GROUND IMMEDIATELY ADJACENT TO THE FOUNDATION -- TOP SURFACE OF FOOTINGS SHALL BE LEVEL. BOTTOM SHOULD BE NAILED WI 8d NAILS @6"O.C. ALONG PANEL EDGES PROJECT NUMBER ENTIRE RESPONSIBILITY FOR THE WIND AND SEISMIC RESISTANCE SHALL BE SLOPED AWAY FROM THE BUILDING TO PROVIDE FOR SURFACE OF FOOTINGS ARE PERMITTED TO HAVE A SLOPE NOT AND 12"IN THE FIELD. 2009-095 OF THIS PARTICULAR STRUCTURE, WE RESERVE THE RIGHT TO POSITIVE DRAINAGE. TO EXCEED 1:10 SLOPE. STEPPED FOOTINGS ARE ACCEPTABLE. --SHEARWALLS MAY BE SHEATHED WITH EITHER 1/2"PLYWOOD DATE DESIGN IT IN ACCORDANCE WITH OUR PREFERRED METHODS AND - FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 6" --MINIMUM DEPTH OF FOOTINGS SHALL BE 12"BELOW EXISTING OR 7/16"OSB SHEATHING. NOVEMBER 23, 2009 PROCEDURES, WHETHER OR NOT THEY ARE PRESENTED AS AND SHALL BE COMPACTED TO AT LEAST 95% OF THE MODIFIED GROUND SURFACE IN ACCORDANCE WITH IBC 2006, SECTION ACCEPTABLE IN THE IRC. PROCTOR MAXIMUM DRY DENSITY. SCALE 1805.2. - CONTRACTOR SHALL TAKE MEASURES AS TO PREVENT CAVE-IN AS SHOWN OF FOOTING EXCAVATIONS AS MAY BE REQUIRED. TIMBER CONNECTORS PRIOR TO PLACEMENT OF ANY CONCRETE, THE THIN LAYER OF -- --ALL CONNECTORS INDICATED ON DRAWINGS TO BE BY SIMPSON DISTURBED SOIL IN THE FOOTING SUBGRADE SHALL BE OR EQUAL AND ARE TO BE INSTALLED IN ACCORDANCE WITH ,/MANUFACTURER'S RECOMMENDATIONS COMPACTED WITH HAND-OPERATED, GAS-POWERED TAMPERS. --ADDITIONAL HANGERS, STRAPS, CONNECTORS, POST CAPS, S 1 0 0 POST BASES, OR FASTENERS NOT SHOWN ON STRUCTURAL DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS / , 53'-0" / / 13'-4" 93'-4" ---/ 23,-4" / 31-oa / , 6'-6" 6=0" 6'-8" 4'-2" / / / / / r_...__1 r____i r____..., r i \ 1 I I I I I I 1 \ fi I I I I I I I ,t: I 0371 L � L _J_, _J L____J L____J N to ii N 1. I I ,1. n O ›. I w N w a!I I .t 0cj :J: i .i I I �jOm -' \ 1 I P. . 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REPRODUCTION OF THESE PLANS AND SPECIFICATIONS ARE PROHIBITED WITHOUT PERMISSION OF THE ENGINEER. h PI g d � \ (..., ! .... ..... -...... ..v.; \ PROPOSED RESIDENCE EA: � '\ \ \ . __�v W z -13 .„, ti:f \ \ \ \\ \ F ifi CD ci I 3 CENTER P �� \ \ �� .._, ,, › m kli Xi •mCf) ,. o � � � � � TYBEE ISLAND ,N �A 0 m m STRUCTURAL ENGINEERING O (di)) r r- r P w r r PHONE:843.308.0$00/FAX:843.308.0806 • ,r f ry^r lw 1 i , , j,.' , 171- ' ,...:10 1 0 (2)13/4"x 117/8"LVL /:1 ►1 W 0 Z J (2)13/4"x 1?%8"LVL 0 J > 5 %iii� J ..' ' Ali _ �...�1� _ '��`r=to 1\ w j , (...),:-.: . I g _ \ T o / g 0 - �\ N o Th o 4 , 0 1/4E1 r 0 ,.. , 0 --I "�� ' (3)1%"x?1%8"LVL -J 4) ! �' a 4,4, rr� ...." 0 w " •~ I ~� T -� W � � M X l 1'I x I x °" z W /� I� _ ciz ~ Vd4fr1 W oo F. 9 \ eV y (2)13/x"x??'/a"LVL H % �j o / a 0 .-1 `L'" J _� _, .....(3)1%..1174.LVL ,•„i z o Cls J d .r > j / ° M _� \ 0 1 = m i Cg z zit T Q U T 1 0 fr 1 6 - x x cc , 4 .4 E w . i -,11 0 iii Y":\IC LL zo FL i„ tom. — . 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POWELL PROJECT NUMBER LEGEND 2009-095 DATE / / / / • INTERIOR LOAD NOVEMBER 23, 2009 BEARING WALL BELOW SCALE C = INTERIOR LOAD AS SHOWN BEARING WALL ABOVE / I i INTERIOR NON-LOAD BEARING WALL BELOW ® COLUMN BELOW , A POINT LOAD FROM /- . ABOVE , , k , 11111111.. 1 In 11•11•1•11•11••• •1111111111111111 MINNIE I 111•1111MI..... imill . Ilimi. 2x8 RAFTERS lor @ 16"O.C. 111 1 ‘34>o,,e_ ''4t. e 0\141) _ II I : i kill );1 § 03 .3) ?ni iitli11111Pr. =Iii up illimnimi AINIM1111111111111111•111111111111/ 114111111111 V ,11 4 !"1,) . Pir(t) 4, 2x8 RAFTERS RIP' 0, © 16"O.C. A, oz.. .1.......1 2x8 RAFTERS • -7(( kik z ig 0 in '))/(C4 T• g* Irommiliii ' @ 16"O.C. - , -....■ ail 2x10 RIDGE 0'4 f-7018211111 'S,•-4 . -, r. p "'"-- _ 111 c) II N 014.1414r.szs is v. • 1 2x10 RIDGE 0 m P z °Ili I 4,40 LJ Elk - 'i-, 8 X „., IA 6 r ri 0 8 4-„, 2x8 RAFTERS Li 0 I.. I IMMO," IL. --53 r) '43 - to' 0 474411111111 @ 16"O.C. aim ...i all 1111111111111ri= /Ara =11•111a. E 0 ti 11111111Lr. c`\1-. 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REPRODUCTION OF THESE PLANS AND SPECIFICATIONS ARE PROHIBITED WITHOUT PERMISSION OF THE ENGINEER. n cfl CO so n a - .\■• imii 0 \ til tll j il PROPOSED RESIDENCE FOR W p 1-3 g to 4 z _ix 0 1 01 ,... NO . 3 CENTER PLACE ■ \ ,\ k. .. k, ill I . ' 1) (..,,,E, CD m 03 tmi pv > m P P P ENG- IN- EP: '1** I N G- 11 ,11 , C 01 \ 0) x co ,, 8 -0 T T , 9 = $x) 0 0 0 0 t4 TYBEE ISLAND GA 0 i.) . * * * CIVIL & STRUCTURAL ENGINEERING * 0 cd.3 m m P' 4930 RIVERS AVENUE,NORTH CHARLESTON,SC 29406 z (0 cyl r- 4-- t-- ... PHONE:843.308.0800/FAX:843.308.0806 i 3 . ; l' ! '. ' .. ` <` SHEARWALL "A" 1/- r APPLY%2"PLYWOOD SHEATHING , ., w ... _ ` -,3.V' / / ., -' ON BOTH SIDES OF STUD WALL 1UT r\V ice` . C? W I I---1 W SHEARWALL "A" U v iiiiiiiiiiiriiiiiiiiiiiiiiiiiq r_,._,_. 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RECOMMENDATIONS; PROJECT NUMBER ALL HOLDDOWNS SHOULD PROVIDE CONTINUOUS LOAD PATH 2009-095 TO THE FOUNDATION. SEE HOLDDOWN CONNECTION DETAILS SCALE:1/4"=1' ON SHEET S201. DATE NOVEMBER 23, 2009 . . SCALE AS SHOWN . . S 1 0 6 • . , 60STFR, / Q No.26676 SHEARWALL"B" -- PROFESSIONAL APPLY%2"PLYWOOD SHEATHING t ON BOTH SIDES OF STUD WALL .y �- : / / \ O �'G1�? �� Ce w w I SHEARWALL"B" W 71111111111rillimilir ' % U APPLY%2"PLYWOOD SHEATHING W j ON BOTH SIDES OF STUD WALL C7 = j J _ = Q i iC U- Q O m / / z co c„ 0 N -� 04 _- U) / V 1S � " CC W WOo , � % ZHoo = Q- « « W , / / / r1 * * r,D\ >-0 _ APPLY%S PLYWOOD LSHEATHING i j// i W o, a CO / ON BOTH SIDES OF STUD WALL / % , / a v QO 0 /ill gFo S / SHEARWALL"B" - 1- - f., O o Z o0 APPLY? 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I_'- SHEARWALL"B" WALLS TO BE SHEATHED WITH Y2"PLYWOOD&FASTENED W/ < G. POWELL 8d NAILS @4"O.C.ALONG EDGES AND 12"O.C.ALONG Z DRAWN BY INTERMEDIATE SUPPORTS. THIRD FLOOR SHEARWALL PLAN § G. POWELL ALL OTHER WALLS TO BE SHEATHED WITH Y2"PLYWOOD&FASTENED WI CHECKED BY SCALE:1/4°='I EXTERIOR WALLS 8d NAILS @6"D.C.ALONG EDGES AND 12"O.C.ALONG INTERMEDIATE SUPPORTS. G. POWELL 5/$"ALL THREAD ROD;INSTALL PER MFR.RECOMMENDATIONS;. PROJECT NUMBER ALL HOLDDOWNS SHOULD PROVIDE CONTINUOUS LOAD PATH 2009-095 TO THE FOUNDATION. SEE HOLDDOWN CONNECTION DETAILS DATE ON SHEET S201. NOVEMBER 23, 2009 SCALE AS SHOWN S107 Z // 4 NOTE: -ALL EXTERIOR SIMPSON STRAPS, NAILS&SCREWS TO BE STAINLESS STEEL -ALL EXTERIOR STEEL PLATES TO BE EITHER STAINLESS STEEL OR GAL V. &PAINTED AS REQUIRED IN ORDER TO 12"SQUARE CONCRETE PREVENT CORROSION '``: ."-f--" PEDESTAL BEYOND /--"'`` 6„ PAVERS ,� `i- F` PROVIDE 3"SQUARE x%4" ,_ J, THICK PLATE W/NUT AT y 'C, F >>11.25'MSL 1st FF �- � � , TOP PLATE — —_ _ ��'"0 \' . 10.8'MSL GRADE °-T'f — 1�� M. G AVERAGE GRADE _ _ =- 1 -i .I= o bar/� -I I i �' < 12; Px6UWIDE W PROVIDE COUPLERS AS ``'' CONCRETE CURB, W/(1)#5 W REQ'D 'UPI . 12"DEEP x 54"SQUARE CONCRETE ■ REBAR CONT., TYP. z FTG. BEYOND U /iiiiiiiiiiiiiiiiiiiiiiiiiiiiis �' W , % U 1.4 " 1 " PROVIDE 3 SQUARE x/4 THICK PLATE W/NUT AT O / o EACH FLOOR LEVEL r MIN.4=0"BETWEEN SPLICES MIN.4=0"BETWEEN SPLICES Z % rf/ cpi 16dNAILS @8 O.C. O ^ zU 41411114141%t 41111111! (3)2x COLUMN BOTTOM OF FTG. ( .. .. • zoH Arno 5/8"fd ALL THREAD ROD; (0)510 ' n- % } W M CONCRETE CURB DETAIL, TYP. E.- , V##AI z SEE SHEARWALL PLAN / 1 t W 5 FOR LOCATIONS �.i,!/� `'� SCALE: 1"=1' DOUBLE TOP PLATE O j I- j% r4 o zo At 41' OAAI, Tiitoili000: SEE FRAMING PLAN FOR m a ; en-9�,c \;, STUD SIZE&SPACING _ j / % cir: ( z F j d PROVIDE 3 SQUARE x/4 .4 :1 al I I 0- ./7 I 01 0,41* 44 I I IMRE! cc < 0 c.) 6.:,). THICK PLATE W/NUT f t" 4: 1 SPLICEDETAIL Q co � BELOW BAND BEAM _ HEADER TOP PLATE z SCALE: 3/4"=1'-0" u- :. . U FASTEN W HEADER TO d JACK STUD KING STUD N CO COLUMN WI Z L..L.. W• SIMPSON CS16 Q o COILED STRAP JACK STUD—•- Z U.... 0 0 HOLDDOWN DETAIL 4::c .,--.. . ---V\---- (N) liAl".1 CD SCALE: 3/4"=11-0" cwn w = Z I- W INTALL SIMPSON CS 16 0 T COILED STRAP TO HEADER d JACK STUD EACH SIDE OF z OPENING ag z ail il" Z (I) NJ :: D LU H • 4 DEPTH OF SLAB O d CD W Ce / 2x STUDS @ 16"O.C. W uJ LBANDBEAM W y / ' I{ , , " " 117 ill III EXTERIOR WINDOW/DOOR W a.. . CO STRAPPING DETAIL (2)2xHEADER Q FASTEN HEADER TO JACK E- COMPACTED SUBGRADE SCALE: 3/4"=1'-O" ' ''• STUD BELOW WI SIMPSON u- CS16 COIL STRAP(LAP 12") Cl., z F-- } d CONTROL JOINT /:e0 %"T&G PLYWOOD 40 SUBFLOOR;GLUED&NAILED 2-17-10 GMP SCALE: NONE I W NAILED;FASTEN TO FRAMING W/10d NAILS @6" Q O.C.ALONG EDGES AND 12"O.C.ALONG INTERMEDIATE MEMBERS. FLOOR JOIST FRAMING ' RIMBOARD OR 2x BAND FO STANDARD HOOK STANDARD HOOK 24 BAR DIAMETERS SEE SECTIONS FOR 24 BAR DIAMETERS ' U 41 SIZE&NUMBER OF 01 LL. / / BARS / / / U W � . . . / 1° °e• � % q a ° v ° TA s ° a ° 44-- v n p a BELOW BELOW W/SIMPSON p a ° ° ° ` " ' /c CS16 COIL STRAP(LAP 12")h ° 4 a Zx BLOCKING @48 Z a ° ° a v N. O.C. REQUIRED ` G. POWELL ° n a n ° 1ST TWO BAYS - CHECKED BY ° 4 .a ° • ° n a° 4 av a p SlMPSON CS16 COIL STRAP; 0 G.° ° n ° EXTEND FROM OPENING TO LL ° 2nd STUD BEYOND CORNER PROJECT NUMBER 1 a (MIN. 16") CORNER BARS INTERSECTION / 2009-095 A ° BARS ° _ a DATE 2 NOVEMBER 23, 2009 WALL CONNECTION DETAIL & SCALE ° a p //A ' ° t,%— ±-- it AS SHOWN BRACING FOR OPENINGS WITHIN 48 OF CORNER SCALE: 1/2"=11 / FOOTING DETAILS FLOOR DIAPHRAGM /SCALE: NONE SCALE: 1/4"=1' ROOFING MATERIALS, BY OTHERS ` /,pd!4L yip A NOTE: d,rr•�O°° --ALL EXTERIOR SIMPSON STRAPS, NAILS&SCREWS TO BE 2x8 RAFTERS @ 16"O.C. ,,m' STAINLESS STEEL ,,mr_1 --ALL EXTERIOR STEEL PLATES TO BE EITHER STAINLESS %2"PLYWOOD SHEATHING STEEL STEEL OR GALV. &PAINTED AS REQUIRED IN ORDER TO (2)SIMPSON H2.5A CLIPS 'Orr PREVENT CORROSION Q ti- r,,rA�''O STAGGERED, OR(1)H10 r,,rr'''' r .=!` HURRICANE CLIP EACH RAFTER �r,,rr. :l i "' ; - ........ ' -A0V 4 1 /2 PLYWOOD SHEATHING; @ ''I' - I , , (1 � � �� 2x4 PURLINS 24"O.C. FASTEN "O `�� . � FASTEN BEAM ABOVE TO COLUMN 2x STUDS;SEE FRAMING PLAN °r0 '�, i °' BELOW W/S(4)1/2"0 THRU BOLTS, EXTEND TO BOTTOM OF BAND TO EACH RAFTER BELOW W/ m0 BEAM;SEE SHEARWALL PLAN / FOR SIZE&SPACING (2)#10 x 3"LONG SCREWS "'rrrr IIIMM- �,,,r.r''O NOTCH POST&LEAVE A MINIMUM OF FOR NAIL PATTERN ,,, r_ ji 3"FOR BOLTS DECKING MATERIAL, BY 3/a"T&G PLYWOOD SUBFLOOR; "~ii 1/2" 3" 3/4" CL OTHERS GLUED&NAILED , W Z PT 2x FLOOR JOISTS;SEE FLOOR SYSTEM BEYOND;SEE FRAMING PLAN FOR SIZE& /7.111111111,-/ U FRAMING PLAN FOR SIZE&SPACING W SPACING /iiiiiiiiiiiiiiiiiiiiiiiiiiiiiq - �-- i W % / V 14 FASTEN PT 2x NAILER TO BAND 7) / /I U tT':• fl AIL • 1 H. LL 1 -111111111 r_. / % BEAM W/ / 0 THRU BOLT 48" -- �� W "o O.C. &EACH SIDE OF GIRDER & =:-----'5 - % W O o W ,~ moo (4)16d NAILS @ 16" 7"x 24"x Y2"THICK STEEL PLATE; Cl. fffj4 �(8 LTS ;! I Z W ./111- PT 8x8 COLUMN 0 j j t- / // / al H o 0 CI F4 u ..,:, w :,.1 PORCH GIRDER CONNECTION DETAIL m N " 41 ��_ �� SPLICE PT8x8&FASTEN COLUMN =SCALE: 3/4 -1 -O v O (� 0 THRU BOLTS % ® ( a W a %4RATERIALs / /FANGE HANGER AS REQ'D BY HES 16"O.C., W/SIMPSON @ W CL / LUS28 HANGERS AS REQ'D. < % eel cn 0 Q / / U o, Z /r --[ , -- «......�.S.A >..J.1..»Jail:..a>..1.:51S.:.%.:]..A:�..�.�SU..... .nY.�.,S��.. .w.iritt::li`>�`?"AJ: �N. . + ��..�.o.�y O / / 1 ,II 1 / 40 • ..yi ili 11. ... kO / / W • I u I V ///////////////////////////// W PT GIRDER;SEE CO FRAMING FOR SIZE Z Z C. u j < 0 0 3/4"T&G PLYWOOD SUBFLOOR; SIMPSON HANGER Q CO GLUED&NAILED AS RED. Q L(. \D 117/x"TJI 360 FLOOR -1 Q JOISTS @ 16"O.C., W/ Cl. HANGERS AS REQ'D. W 19.8'MSL U Cn 2nd FF _�• .. .. .ten=,� �r �,� W U. W QZ Z 0 vii; 11/8"TM 360 FLOOR W J• JOISTS @ 16"O.C. 0 CO J e0; o W' Hi FASTEN BEAM TO COLUMN WI PT 8x8 COLUMN O Q Z (I)CL SIMPSON PC48 POST CAP a- �� y i.� 'er ,e ; r, WW W ,U U ,U U, U UO U U. tY LU LIU LU Cr) LLI\...". 0 • . 0 ..,,j z PT 8x8 COLUMN n v\-- SIMPSON HANGER U o co AS RE'D. W 9;: . CO (2)13%"x 117/8"LVL BAND DECKING MATERIAL, PT2x8 FLOOR JOISTS @ W ° 0 >NI i_Lp 17.0'MSL \ BY OTHERS 16"O.C., W/SIMPSON I LUS28 HANGERS AS REQ'D.FASTEN BEAM TO COLUMN LL BFE SPLICE PT8x8&FASTEN Cl.W/SIMPSON PC48 POST CAP COLUMN ABOVE TO - O Z Ey"' COLUMN BELOW W/(4) --- � � �.. 5/8"QI THRU BOLTS �I� cc PT 8x8 TO CONCRETE PEDESTAL 3" � � T 8' , a. REVISION BY FASTEN 8 C I r � n- BELOW W/7"WIDE x 12"TALL STEEL 7„ FASTEN BAND WI SIMPSON ,�IIs o O U-PLATE BRACKET W/(4)5%"0 THRU PT 8x8 COLUMN _ CONCEALED FLANGE ' 91 ', 2-17-10 GMP BOLTS& (4)5/8"0 x 10"EMBED BOLTS o o HANGER AS REQ'D W WELDED TO UNDERSIDE OF BRACKET 2,,\ 2" cc \ ° PT 8x8 COLUMN PT GIRDER;SEE Q o O 3/4"CHAMFER @ALL EXPOSED SIDE VIEW FRAMING FOR SIZE PT 8x8 COLUMN • Z 323/ �t7 i2-1\1B 12"SQUARE CONCRETE CORNERS SPLICE PT8x8&FASTEN PEDESTAL, W/(4)1/5 VERTICAL 3" a ,/ COLUMN ABOVE TO 1/2" PAVER PT 8x8 COLUMN . COLUMN BELOW W/(4) U REBAR W/#3 TIES @ 8"O.C. �_■I� 17.0'MSL —\� i_Ij BFE FASTEN PT 8x8 TO CONCRETE PEDESTAL %8 THRU BOLTS 11.25 MSL M�� BELOW WI 7"WIDE x 12"TALL STEEL W■ _ 7 U 1st FF I I U-PLATE BRACKET W/(4)5/8"0 THRU -. - W , „ �� BOLTS&(4)5/8"Ql x 10"EMBED BOLTS !� ��' /a CHAMFER @ ALL EXPOSED CL /fflz//;;�/-/22'/;',';',,,,,//z-,/,,,, •;-,</„ /%;,,, ; ;-. . III I I I I I ,III —I 1 1 I - s CORNERS CI) /;/ j . ,' '',-- , 10.8 MSL I j_ _� _ _j I co WELDED TO UNDERSIDE OF BRACKET [ �' Q �ii�/��/%;;;,//,'7//4 /7%i AVERAGE GRADE 1 -1 ..�. " _ _ Z DESIGNED BY I I� C Q 1 Mill G. POWELL _ 12"SQUARE CONCRETE PAVERS C�� DRAWN BY 12"DEEP x 54"SQUARE FASTEN PT 8x8 TO CONCRETE PEDESTAL ° ��" PEDESTAL, WI(4)#5 VERTICAL Ilk CONCRETE FTG, W/(8)#5 BELOW W/7"WIDE x 12"TALL STEEL \ \ REBAR WI#3 TIES @ 8"O.C. ' REBAR EACH WAY, EQUALLY R U-PLATE BRACKET W/(4)5/8"Q1 THRU BOLTS - II 11.25'MSL ,;u�na G. POWELL SPACED &(4)%"0 x 10"EMBED BOLTS WELDED TO " 0 31/2 a: CHECKED BY l�lll 1st FF �' UNDERSIDE OF BRACKET ' MENUS J a `1, lil 10.8`MSL I , I i I I 1 1 I I PT 8x8 COLUMN G. POWELL li. ? a PROJECT NUMBER AVERAGE GRADE GRADE O . r H Ii I I. . ,I I I I _ ' 2009-095 ,— — FRONT VIEW DATE � �� 0"� NOVEMBER 23, 2009 0 0 0 0 0 0 0 0 \ 12"DEEP x 54"SQUARE - - aril. 7.8 MSL SIDE VIEW CONCRETE FTC, W/(8)#5 REBAR —I I I a SCALE BOTTOM OF FTG. EACH WAY, EQUALLY SPACED 3"CLR. ---\■/ / 4'-6° •I 1 AS SHOWN 3"CLR. 1 Note: - All footings shall rest on min. 12 inches No. 57 "" ° PORCH DETAIL TY P. .�wa...w e•��•~Qe.:ve.:c+xae ew-a.-aeae�a�:.w.A.v_ass�.ww-awsaca.:v -� �.vaysea �` - crushed stone compacted to min. 3000 psi. 0 0 0 0 0 0 0 0 s202 , INTERIOR COLUMN SECTION , TYP. 7.8'MSL _ _ SCALE: 1"=1' BOTTOM OF FTG. SCALE: 1"=1'=1, 3"CLR. /;� / / ,,; 4'-6" 3"CLR. / ; ., ,, ROOFING MATERIALS, BY ...."•. OTHERS .., 2x8 RAFTERS @ 16"O.C. ..egt 34"PLYWOOD SHEATHING .t.,00°.. ---_ \ (2)SIMPSON H2 5A CLIPS ,/k.-,:'7 '''',., ,,,,,,_,,\Q\? STAGGERED, OR(1)H10 ,0000.4' 2x4 PURLINS @ 24"O.C.,„001 . .,,0 1 1 BLOCKING AS HURRICANE CLIP EACH RAFTER ..0,00' FASTEN TO EACH RAFTER 11 00' BELOW W/(2)#10 x 3"LONG 74"TM 360 FLOOR REQ'D. •.:,•-•*' A -- ,, JOISTS @ 16"O.C. 010■ SCREWS t, '&., It--.-:':-4,,,•---, , ,,,,,,, .,,, . ,-, „v. I 1 7/9"TJI 360 FLOOR .....4 „...Vw.•- N,; '8242\-;;/ .00' - illamis JOISTS @ 16"0.C. 00 o ... ,.... 1 -.ft._ .00' II _,----0e°0,0's 1:114%-u:1 • ,u u, ,u u, u . M1111/1111111111111111■• ,04NAlk W \ . . • • • .0. .0' • • • ILL • t.• ' 1/2"PLYWOOD SHEATHING; , ,11 \ Z , , - . . . 6 r ,1 \ i .:*.• 0 r-) .::. ' . • / ...m........., EXTEND TO TOP RAFTER i ..--•`-- :t PLATE;SEE SHEARWALL , 1 _.0- Z vlIll".1111111rILIIIIIIII... lir V 2x10 CEILING JOISTS U.I 7 II \ ,\ PLAN FOR NAIL PATTERN : 1 6 re 0 (2)1%"x 117/8"LVL BAND i V 0 ti.) LAP x 1174"LVL BAND • 31 !- SIMPSON MTS18 TWIST STRAP SIMPSON MTS18 TWIST STRAP t U_ l'4 -0. EACH SIDE OF COLUMN ._ EACH SIDE OF COLUMN i, o A . -) , z 00O"W"- 0 0 2" 3" 1 ; ' , , 81 g v) • Z cz w Q) oco, 0 Z E-4 06 / ,r IT) I A _ \ . \ __ 7"x 24"x1/2"THICK STEEL PLATE; , . , Zn , . W 9 7"x 24"x I/2"THICK STEEL PLATE; PT 8x8 COLUMN FASTEN PLATE TO 8x8 COLUMN& . I a. / • 0, d PT 8x8 COLUMN FASTEN PLATE TO 8x8 COLUMN& 2x6 STUDS @ 16"O.C. I- Z z0 , 1 BAND BEAM W/(4)%"0 THRUBOLTS BAND BEAM W/(4)%"0 THRUBOLTS , ' , i „,_.,,....._ , 0 \ O- -o EACH(8 TOTAL EACH COLUMN) EACH(8 TOTAL EACH COLUMN) io . b C\I I/2"PLYWOOD SHEATHING;SEE -§- \ I oll , i , SHEARWALL PLAN FOR NAIL [-"' Z ce3 0 4'1 0 -0 - BACK VIEW SIDE VIEW , PATTERN W W rn rx z 07 co / 41 E-■ ;ii ■ 1 1 A c.) „tt z 0 o \ , \ cc ' 711 BAND BEAM / INTERMEDIATE COLUMN CONNECTION DETAIL ‘ v\ : /. a. K TYP. COLUMN PLATE 1/2"PLYWOOD SHEATHING; III LAP MIN. 12"BETWEEN CL SCALE: 1"=1' FLOORS;SEE SHEARWALL 7 ' \ 3/4"T&G PLYWOOD SUBFLOOR; 0 *. - PLAN FOR NAIL PATTERN ---- •j - Q. ., . , z GLUED&NAILED 117/8"TJI 360 FLOOR JOISTS @ 16"0.C. U) Z 0 1--:: , Z < 29.85'MSL 3rd FF ><-71 . (..) Et 5 w ryi i A ------- co z -Hy TJI 360 FLOOR .( co JOISTS @ 16"O.C. (2)1%"x 1174"LVL BAND ;, , z ..d r-1 ,/— \ , . . < ct 11.1 45, i MIL :b 1 I I , CD mai mil El, e _Cl ' II W I............ a- lor 11 ,7i i E- 111 I --- _ .„ c o- II - . .....i. c, II o IMF 2 a - (2)13/4"x 117/8"LVL BAND II 0 a ummon ammo n if (2)13/4"x 117/8"LVL BAND II L3.5x3.5 x%"THICK ANGLE;FASTEN ' •1/2"PLYWOOD SHEATHING;SEE SHEARWALL PLAN FOR NAIL 0 17 0 (r) W <1 I 0) lk 1......m...m., INIII la. / L3.5x3.5 x 34"THICK ANGLE;FASTEN • (2)1%"x 117/8"LVL BAND TO 8x8 COLUMN&BAND BEAM W/ (2)%"0 THRUBOLTS EACH(4 TOTAL EACH ANGLE) II II 1 ' i PATTERN 2x6 STUDS @ 16"O.C. 0 0 0 CL a_ w eG W F.. id...i Z (I) cn LL. PT 8x8 COLUMN TO 8x8 COLUMN&BAND BEAM WI I I/1111 LLI (..) u j (2)5,0 THRUBOLTS EACH(4 1.1.1 \ \ _ \ \ TOTAL EACH ANGLE) ^ II \__ w 1,11 \ _ ii,"TJI 360 FLOOR Ci) ' io eo II Z . \ 0— IL JOISTS @ 16"O.C. , 3 0 CO co I , 00. II CO 1 ___&) W' ',' \ : • \ ___0_ , . %"T&G PLYWOOD SUBFLOOR; 111 c) 0 >- v\---- ., GLUED&NAILED z 1 Z., I- C. § 9' - N k ZN 1 I'FA"TJI 360 FLOOR Li. tr\ 0 JOISTS @ 16"0.C., WI HANGERS AS REQ'D. \ SIDE VIEW TOP VIEW - 19.8'MSL 3 Z0 2nd FF 1- ,.*.s.s..t.=,...,,,,,tussEasm, w.t.&.-,..4i-4-s=3.. .,,,,,,,,,,- . .4....,.. .. ...11-:=. cc \ - - -0- - ii II ii.,,, w REVISION BY \ - - :- - BAND BEAM / CORNER COLUMN CONNECTION DETAIL y2"PLYWOOD SHEATHING; p.m. \ \ \ \ EXTEND TO BOTTOM OF BAND ini rx 3 1/2" 2" SCALE: 1"=11 BEAM;SEE SHEARWALL PLAN i A Q_ 2-1 7-1 0 GMP FOR NAIL PATTERN *119r9nt W lib • tY 3/ CORNER CORNER < 23/10 12A5 BRACKET#1 BRACKET#2 , ii■mallown , co z /\_____ PT 8x8 COLUMN MI 0 I= < ________v ____ 1......i Rai 0 PT 8x8 COLUMN 17.0'MSL FASTEN PT 8x8 TO CONCRETE PEDESTAL 5 -BELOW-VW- WIDE-x42"--TALL-STEEL- BFE V\_T__ Lai. ' , /„00,%• "; /; ,•/;: ,;;';' -;X; -). -:': U-PLATE BRACKET WI(4)%"0 THRU rn / ' ' /, 70,%7;/ - ; ;,- - ;.:- .,, , FASTEN COLUMN TO BAND BELOW W/ ,'"" : ,/ ,'W:///,',i ;X//0-•-%;;;:e•-,0";%:. ;,-•':- .>%'?:'.-,-..-•.' "0 x 10"EMBED BOLTS (2)SIMPSON CS16 COIL STRAPS EACH BOLTS&(4)%" 0 0 WELDED TO UNDERSIDE OF BRACKET 21 DESIGNED BY' 3/4"CHAMFER©ALL EXPOSED 3/4" EXTERIOR FACE OF COLUMN 8"MIN.DEEP FLOORING P --- _,., CORNERS < G. POWELL LA U) 0 (,./ LS,QvitU/AoRmtE 5C VERTICAL 0 DRAWN BY 3/4"SUBFLOOR--\ %"DEEP DECKING PEDESTAL,PT2X4 SLEEPERS z \ ---- @16"O.C. - r I REBAR W/#3#3 TIES @ 8"O.C. , --- Ana • i PAVERS § g CHECKED BY G. POWELL MIIIILIIIIIIIIIIIMIM.V■IM.1■11■■■•■■■■=11M1■111.01MIMMIINI11101111P■11111111111111111111mw•-■ 11.---41 11.25'MSL 1111.111 0 = 1st FF ':1p iii G. POWELL ....) • • 0) \___ 64- .1 10.8'MSL AVERAGE GRADE GRADE „ mo;:i. 1 —I I ue,--L ' 11-" " — 11_1 II 1 1 1 II PROJECT NUMBER 2009-095 I-L! ' 13/4"LVL RIPPED FROM 1:1 I —I I I I 1 II 743"FLOOR JOISTS NOTE: NOVEMBER 23, 2009 9"TO 6%"FLOOR PROVIDE SOLID -I i I_ • , , -.1 ___I 1 --ALL EXTERIOR SIMPSON STRAPS, NAILS&SCREWS TO BE JOISTS @16"O.C. i , I SCALE (2)13/4"x 117/8"LVL BLOCKING AS REQ'D. 12"DEEP x 54"SQUARE CONCRETE I STAINLESS STEEL FTG, WI(8)#5 REBAR EACH WAY, —1 I I < ilinlii ' --ALL EXTERIOR STEEL PLATES TO BE EITHER STAINLESS AS SHOWN II'-21" EQUALLY SPACED STEEL OR GALV. &PAINTED AS REQUIRED IN ORDER TO 2 PREVENT CORROSION / / Note: minataim mg im \ , All footings shall rest on min. 12 inches No. 57 ' I s s- [ ,, .-. .•. . crushed stone compacted to min. 3000 psi. S 2 0 3 .., Mg r,..■17.2,2 V. N.. OrROCOMMA7000MOMMI;MOMWO&WWITMMOMIOMTWOMMMOMIOMMONANOIrMOOMMAMI; PORCH ABOVE W/ HEATED BELOW DETAIL 7.8`MSL \ \ \ WALL DETAIL, TYP . ,, -0,';,:", -. :.:4 :;:; .'''".; .:'• , ' '': BOTTOM OF FTG. 3"CLR. SCALE: 3/4"=1'-0" / / 4'-6" SCALE: 1"=1' -Ax, .-----:-..:, ,;- ,,,,.-, / / 3 ;:;:,, "CLR. //%,. ;-:,4%/,' W' ':%: -.,-",;.':',;:" ;''.;'.-.„-:•':.- . ..- - . • PROVIDE BLOCKING AS PROVIDE BLOCKING AS : / r'' , `' ' REQ'D. REQ'D. '"1` P: ;L ,J ler acc....... \ G . � 3 NIII I I 1414 I ii \ ®O ®O %ft ! 111111 Y!. �� \\\\\3' iAll 5"x 18"x%2"THICK STEEL PLATE;FASTEN PLATE o o n 0 0 L;, W TO 8x8 COLUMN&BAND BEAM W/(2)%$"0 o I :S Z THRUBOLTS EACH(4 TOTAL EACH PLATE) _ _ 5"x 18"x%2"THICK STEEL PLATE; Z !�r � /---- ,�� ® � ,•� •-' FASTEN PLATE TO 8x8 COLUMN& W U 2 •., �� BAND BEAM WI(2)%"0 THRUBOLTS W ;,, �GG7�2I10/OJ I/i ///�/%i�.D/ /// //..////1//.//�E7//// /.D/4l/�/O.�Jv�i//�/.D�/.r�►/O�//0//Si ID//�//li = j ,% EACH(4 TOTAL EACH PLATE) / PT 6x6 BRACE PT 6x6 BRACE u- — 16d NAILS @ 12"O.C. (2)8d NAILS @ 24"O.0 PERMANENT ° �, / % v./;fw///ENT ANING) �,,, %2"THICK STEEL PLATE;FASTEN �` a/2 TEEL P TEN TO COLUMN&BASE W/ 2 0 o /O/2 W_ _ 70 COLUMN&BASE W/(2)/2 fll THRU BOLTS(SEE DETAIL FOR z W /21/2" DIMENSIONS) j z 5"x 18"x%2"THICK / / Z W 44op-1z. 1.1.41 5 45 STEEL PLATE • '• � � f°tz �i�C� h PT 8x8 COLUMN (2)8d NAILS @ 24"O.C. PT 8x8 COLUMN 0 -__ ——-- -- ---•-_ (BREAKAWAY) _ iI E' w / 41 u 41 n _ % / % c4Iz @ 16d NAILS 12"O.C. • / � (PERMANENT FASTENING) . 2 8d NAILS 24 o.c REAR VIEW , 7'i a x a T i�(BREAKAWAY) N\ti 2" SIDE VIEW W a / i ; : " -�--PT 8x8 COLUMN — _ s' — — — — < % U PT 8x8 COLUMN 2x STUDS @16 '� � Q / / U � O.C, 7Y � o- / , o- - - - - - / I / � ___ ___ 6x6 BRACE CONNECTION DETAIL , // , 16d NAILS @ 12 O.C. / PERMANENT FASTENING) �. — — — tk SCALE: 1"=1' -. i 0- — 0 1 _ — W o 11.1 < , s — 1 cQ, O 0 (2)8d NAILS @ 24"O.C. Q CO u— 0 NOTE: Z (BREAKAWAY} Q I I SHORT LEG VERTICAL LONG LEG VERTICAL --ALL EXTERIOR SIMPSON STRAPS, NAILS&SCREWS TO BE STAINLESS STEEL W W .+ i N --ALL EXTERIOR STEEL PLATES TO BE EITHER STAINLESS STEEL OR GALV. &PAINTED AS REQUIRED IN ORDER TO W C:I PREVENT CORROSION 1 = Cl" W W Z s .. " p Q cIB \--CONCRETE CURB /6 x 4 TAPCON SCREWS @ 32"O.C. (PERMANENT Z O ININIUMINNINI Umml < FASTENING) U V J FASTEN RIDGE TO COLUMN 1 • 1 F-- BELOW W/(2)SIMPSON CS16 0 L.L. BREAKAWAY WALL DETAIL COIL STRAPS 2x10 RIDGE 0 W Z _(1) SCALE: NO SCALE '" "''� W C.) U..I COLLAR TIES BEYOND ./-i+�' ��'"-i"-h.. � �i/ $' S vr h"m.� 2x8 RAFTERS @ 16" N W JJ h� lL///n-,,/�' hh,h,h^h O.C. W,t,...„ z 0 cn .....BREAKAWAY WALL;SEE DETAIL /° `!� [ii ii hhh,, SHEET S204 /'0„0.0 ." Z et. a CO 2x4 x 48"LONG STRONGBACK;LOCATE @ W O ,/,/ o PT8x8 COLUMN - ,m"°/ EACH END OF BEAM, @COLUMN LOCATION, & t- A/ >-- CURB BEYOND "� L.L� ,,. — — — _ 48"O.C.ALONG LENGTH OF BEAM;FASTEN � FASTEN PT 8x8 TO CMU PIER 0."- TO EACH CEILING JOIST BELOW WI(2)16d 0 12"SQUARE PAVERS �— (3}2x4 COLUMN(SEE ROOF NAILS @ 16"O.C. BELOW W/SIMPSON ABU88 %2"PEJ, TYP. FRAMING PLAN FOR LOCATIONS) P ST BASE, &(2)%"0 x 10" 8"DROP(VERIFY) 2x4 x 48"LONG STRONGBACK;LOCATE @ -1/\- W REVISION BY EMBED A.B. EACH END OF BEAM, @ COLUMN tl 4"CONC. SLAB ON 6X6-W1.4x1.4 11.25'MSL LOCATION, &@ 48"O.C.ALONG LENGTH O WWM OR FIBERMESH ON 6 MIL �G (1)SIMPSON CS16 COIL STRAP OF BEAM;FASTEN TO EACH CEILING JOIST — Q. 2-17-10 GMP 1st FF POLY VAPOR BARRIER ON BELOW W/(2)16d NAILS @ 16"O.C. EACH SIDE OF COLUMN W COMPACTED SUBGRADE (3)2x10 BELOW(3)2x4 COLUMN; L?! 10.8'MSL I I ' I I I I I I I I I ' 'I I �I I= 111-111- SIMPSON H3 HURRICANE °° SPAN OF BEAM TO EXTEND TO < 3/2 3/1,] j2..r,!(3 AVERAGE GRADE I I I I- CLIP EACH STRONGBACK .*1' X X X X X X X X X X T - .° LOAD BEARING WALLS BELOW CO (3)2x4 COLUMN(SEE Z BIM ` ( � I I ( � I ( ' - I ' 12" ° SIMPSON H3 HURRICANE FOR LOCATIONS)PLAN p•0 611111111Ii i— I ( I —) 12 DEEP x 6"WIDE CLIP EACH STRONGBACK ) III I I -1 I I ' I—I I CONCRETE CURB, W/(1)#5 .. U REBAR CONT., TYP. 12"CMU PIER W/(4)#5 i i II �. ! <-,,,,.... 0- _i_ U VERTICAL REBAR W/#3 ► ( a / /�/j/:;,'; ',41�, 'writ /./ //„.,/,,;,;;;;;;,,:,;, ,,,,, /,.- , TIES @ 8 O.C. � ( to //i,�!�ii�i��,;,;-;;%%, �,,.,; ,.�. t4 144 :x: <> <> DESIGNED BY i ; z rr co G. POWELL �� N 1 • • 0 DRAWN BY•12"DEEP x 30"SQUARE Ii t ` 1 l I I Z CONCRETE FTG., W/(4)#5 — � \- (3)2x10 BLOCKING @ 2x10 CEILING JOISTS (3)2x10 BELOW(3)2x4 COLUMN; G. POWELL REBAR EACH WAY LOAD BEARING WALL @ 16"O.C. SPAN OF BEAM TO EXTEND TO CHECKED BY 2x10 CEILING JOISTS LOCATIONS BELOW BEAM LOAD BEARING WALLS BELOW @ 16"o.c. ( G. POWELL 0 �,..,..,., b Note: ' 2x6 LOAD BEARING WALL 2x6 LOAD BEARING WALL PROJECT NUMBER ° ° ° o t All footings shall rest on min. 12 inches No. 57 BELOW BELOW 7.8'MSL : crushed stone compacted to min. 3000 psi. —•• 2009-095 BOTTOM OF FTG. 2x6 LOAD BEARING WALL 2x6 LOAD BEARING WALL • DATE 3"CLR. 3"CLR. NOVEMBER 23, 2009 SCALE/ 2'-6r' / 1\- ' AS SHOWN ELEVATOR PIT DETAIL TYP. SIDE VIEW PLAN VIEW SCALE: 1"=1' s 204 CEILING BEAM DETAIL SCALE: 1"=1' i PROVIDE BLOCKING AS PROVIDE BLOCKING AS £ r ' `' -- ' REQ'D. i REQ'D. '"1` P, ;l ,-\.- 7 1(2 X 1 ° . ‘ I i/) ' 0 0 0 0 VJ V / 4.1 - _ t: - -:5-11f: • , 1 1.--- i \ \N„ 5" x 18" x %2" THICK STEEL PLATE; FASTEN PLATE 'o O® 0 A 7,.1 _ - W ___ -- W TO 8x8 COLUMN & BAND BEAM W/ (2) %" 0 o o € - - - - - Z THRUBOLTS EACH (4 TOTAL EACH PLATE) (,9 5" x 18" x %2" THICK STEEL PLATE; Z - U I I I I 1 i 1 I 1 1 ® € t.- - - -: ) FASTEN PLATE TO 8x8 COLUMN & W , ' 2112 , • ' r^, ' �� BAND BEAM W/ (2) s� THRUBOLTS W • j :I- ;,r/ .1, A/// //// 1//// //// rim r/Xr /iii air //// rill at 1 //// //// /V/ //// //// Al// ran //// I//// air / /// riir //// ///J //// /iii , , •• • • EACH (4 TOTAL EACH PLATE) _ / j % , 1 • /i �\ �• i j - _ �, r� ,�'� �`�•� PT 6x6 BRA CE PT 6x6 BRACE j (2) 8d NAILS @ 24" O.0 - PERMANENT ° �, `-16d NAILS @ 12" O.C. (BREAKAWAY) STRUCTURE % �� . V /J , , (PERMANET FASTENING) ° c)1,, - - - - - � %2" T FAE CO � �` W � ? � 3 o I N / e - - - _ - : /2 CELA; A T N TO COLUMN HICK STEEL & BASE PLATE; W/ ( 2) % ST 2" Q3 N n !,/ W z o00 TO COLUM THIK S T & BA SE P W ( 2) / FS 2 fll E THRU BOLTS (SEE DETAIL FOR PROVIDE OPENING z H t WALL AS � " Do REQ'D FOR PENETRATIONS / ` - T HRU BOLTS (SEE DETA FO DIMENSIONS 111 ; "" co r 5" x 18" x THICK ° 2112" DIMENSIONS) / W en / Z -_, 44ota KIAILILs 45 .!- STEEL PLATE - -- jr - `jr(f ED f a� 5cpai, ik14 PT $x COLUMN PT 8x$ COLUMN 0 i „� {2) Sd NAILS @ 24 O.C. r i a (BREAKAWAY} _ - j H � is 1:1 ` PERMANENT - -- - - -_'^ ^ - -^ ~_ ~` ^- r § ' i � � -_ STRUC' URE .�- CD p W ti, c., �- m a� 16d NAILS 12" O.C. _ / /- L c z (PERMANENT FASTENING) i , x O � � 0 r REAR VIEW � �?3 a (2) 8d NAILS @ 24" o.c SIDE VIEW 2" �" (BREAKAWAY) _ / r , \` L % r ,_ Q .- � PT 8x8 COLUMN = 2x ��UDS @16" / PT 8x8 COLUMN - _N' ♦ + � / y � - 0.C., TYP. � e-- - - -- M � -o-- Z � /d 2 _ - P 6x6 BRACE CONNECTION DETAIL ° 16d 12 OC. / < / f (PERMANENT FASTENING) i �� - - - - - ° - �' , SCALE: 1 " =1' v , - , 3 03 CSC V- % i _L. _ - o- - - — — — - '` ♦ ♦ U % �,,,,,,.�/� /�r,,,,,,....� /,�.., i • °p i� N N W -- • •• ,- ��- o- -.- - ', o-- a __ Z � LT Q d>o Q O , , /(2)8 d NAS@ 24 " O.C. / CO 0 (BREAKAWAY) i NOTE: Q U- __ - SHORT LEG VERTICAL LONG LEG VERTICAL - -ALL EXTERIOR SIMPSON STRAPS, NAILS & SCREWS TO BE a Q _ S TAINLESS S TEEL W i i i i , W -- ALL EXTERIOR STEEL PLATES TO BE EITHER STAINLESS C , -:I ; :, , - / %/ , /, i / /// /✓fir //// //// I / /// //// //Y / /// //// //// //// /iC/ I / /// / /// //// / /// //// X 1// a// ! /tea //// / /// /A.% //// //// // // / //1' //// �'�" 1 1 1 W 11.1111j a PREVENT CORROSION H Z a. . . W Et z CONCRETE CURB \- x 4 ., TAPCON SCREWS @ 32" O.C. (PERMANENT Z D O ...... um' 41: FASTENING) U J V FASTEN RIDGE TO COLUMN al BELOW WI (2)SIMPSON CS16 p BREAKAWAY WALL DETAIL COIL STRAPS 2x10 RIDGE W D Z (1) SCALE: NO SCALE •••'''� �" ''� COLLAR TIES BEYOND i +�' ��'"- i"-h.. ft ,,,.��''` S i:r h 'Qh. h 2x8 RAFTERS @ 16" W JJ h. /� l L ✓ N ,, .d' hh• . .. / / '' h..„ O.C. W ' zw 0 co W ,...*%*...****' .i. o BREAKAWAY WALL; SEE DETAIL �,,,,d ` `r "•m,, CO SHEET S204 . I - - h •hm W ° �� o• 2x4 x 48" LONG STRONGBACK; LOCATE @ W O ' 0 >-- PT.8x8 COLUMN - ,d " °'� EACH END OF BEAM, @ COLUMN LOCATION, & A/ CURB BEYOND @ L.L. L.L� , _ - - 48" O.C. ALONG LENGTH OF BEAM; FASTEN FASTEN PT 8x8 TO CMU PIER ''��/,✓� �, - TO EACH CEILING JOIST BELOW WI (2)16d 0 Cl. Z H �— (3)2x4 COLUMN {SEE ROOF 12 SQUARE PAVERS FRAMING PLAN FOR LOCATIONS) NAILS @ 16 O.C. BELOW W/ SIMPSON ABU88 %2" PEJ, TYP. POST BASE, & (2)%" 0 x 10" 8" DROP (VERIFY) 2x4 x 48" LONG STRONGBACK; LOCATE @ W REVISION ' BY EMBED A.B. EACH END OF BEAM, @ COLUMN n ■ I O 4 CONC. SLAB ON 6X6- W1.4x1.4 V 11.25' MSL J LOCATION & @ 48" O.C. ALONG LENGTH WWM OR FIBERMESH ON 6 MI (1)SIMPSON CS16 COIL STRAP ____S + OF BEAM; FASTEN TO EACH CEILING JOIST ° i I' ' 1 I I 2-17-10 GMP 1st FF \II POLY VAPOR BARRIER ON I� ° COMPACTED SUBGRADE ? BELOW WI (2)16d NAILS @ 16" O.C. EACH SIDE OF COLUMN W III —I 1 1 1 1 1— I _ 1 I SIMPSON H3 HURRICANE (3)2x10 BELOW (3)2x4 COLUMN; L?! ___S -� �— I ° SPAN OF BEAM TO EXTEND TO Q ,3/2 3// J j2 16 10.8' MSL 1 i 1 " ° AVERAGE GRADE I I I I ( ( ■ ` \' \' X \ I I - CLIP EACH STRONGBACK o o (3)2x4 COLUMN (SEE Z T L OAD BEAR WA LLS BE LOW to I _ x X X X X X .. X _ �— SIMPSON H3 HURRI 3ANE ROOF FRAMING PLAN O ��„��n 1 CUP EA S TRONG 3ACK FOR LOCATIONS) 1-- ra 1 1 1 1n 1 1 1 1 1 1 1 1 1 I I l 1 1 1� 1 — 1 (� I , —) I 12" DEEP x 6 " WIDE / < -1 i ' 1 —) 1 ' CONCRETE CURB, 1 1 REBAR CONT., TYP (1)#5 d • I I \ I • • 1 /r I 12" CMU PIER W/ (4) #5 ill 1 1 . -- gm - , i U 1) VERTICAL REBAR WI #3 - vi , : <; TIES @ 8" O.C. pp J I W Y I 2 ,y; ; iii ,�. ;,.' ; . -'. i, _ . N g _ ( I r r r I z DESIGNED BY 4 �. I \ 1 G. POWELL • i I I• • I I 11• • 0 DRAWN BY • 12" DEEP x 30" SQUARE ' I Z CONCRETE FTG., W/ (4)#5 0 ■ (3)2x10 BLOCKING @ \- 2x10 CEtUNG JOISTS ) 2x COM; G. POWELL ,__ REBAR EACH WAY s LOAD BEARING WALL @ 16" O.C. SPAN (3)2x10 OF S EAM BEL OW T O E XT END LU TNO CHECKED BY _ 2x10 CEILING JOISTS LOCATIONS BELOW BEAM LOAD BEARING WALLS BELOW Note: @ 16" O.C. ' ' 1 p G. POWELL t - 2 x6 LOAD B EARING WALL 2x6 LOAD BEARING WALL o `xKxxrx x x o rKxxxxxx x O =x x o All footings shall rest on min. 12 inches No. 57 BELOW BELOW --'� PROJECT NUMBER ___S 7.8' MSL 1 J ♦ crushed stone compacted to min. 3000 psi. I 2009 -095 BOTTOM OF FTG. 3" CLR. - 2x6 LOAD BEARING WALL 2x6 LOAD BEARING WALL = 1 1 • I 1 DATE ; , ,� 2' -6r' '' 3" CLR. NOVEMBER 23, 2009 SCALE NC NC AS SHOWN ELEVATOR PIT DETAIL TYP. SIDE VIEW PLAN VIEW SCALE: 1"=1' s 2 0 4 :::.. ; ,, ,. CEILING BEAM DETAIL SCALE: 1"=1' A . / %-::: . . , '/i % %:" .;;, %- .