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08-0454 Bishop
ry , Tv CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 11-3-2008 PERMIT#: 080454 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 8 PALMWOOD CT OWNER NAME RANDOLPH BISHOP ADDRESS 14 COTESWORTH PL CITY,ST,ZIP SAVANNAH GA 31411 PHONE NUMBER 912-713-4466 CONTRACTOR NAME COASTLINE BUILDERS INC ADDRESS 16 LUFBURROW WAY CITY STATE ZIP SAVANNAH GA 31411 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 5475 OCCUPANCY TYPE P TOTAL FEES CHARGED $11,878.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $1,250,000.00 TOTAL BALANCE DUE: $11,878.00 It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. i Signature of Building Inspector or Authorized Agent: j A. AO" P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org U.S.DLPARTi,1ENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires February 28. 2009 National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A-PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Randolph C.Bishop Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. ' Company NAIC Number 8 Palmwood Court - City Tybee Island, State GA ZIP Code 31328 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Lot 5,Seaside Colony A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude:Lat. N 32 deq 01.1050 min Long.W 80 den 50.5560 min Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawl space or enclosure(s),provide A9. For a building with an attached garage,provide: a) Square footage of crawl space or enclosure(s) 2312sq ft a) Square footage of attached garage n/a sq ft b) No.of permanent flood openings in the crawl space or b) No.of permanent flood openings in the attached garage enclosure(s)walls within 1.0 foot above adjacent grade 14 walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 3542 sq in c) Total net area of flood openings in A9.b sq in SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State Tybee Island 135164 Chatham GA B4.Map/Panel Number B5.Suffix B6.FIRM Index B7. FIRM Panel B8.Flood B9. Base Flood Elevation(s)(Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 13051C00214F F 9/26/08 9/26/08 AE 15 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑FIS Profile ►'1 FIRM ❑Community Determined El Other(Describe) Bl1. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ®NAVD 1988 ❑Other(Describe) _ B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes No Designation Date _ ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings* El Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-g below according to the building diagram specified in Item A7. Benchmark Utilized local Vertical Datum NAVD 1988 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawl space,or enclosure floor)_ 7.3 ►w4 feet ❑meters(Puerto Rico only) b) Top of the next higher floor 17.0 ►'i1 feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) n/a. ®feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) n/a. ►,1 feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 16.3 ►5 feet ❑meters(Puerto Rico only) (Describe type of equipment in Comments) f) Lowest adjacent(finished)grade(LAG) 7.1 i2 feet ❑meters(Puerto Rico only) g) Highest adjacent(finished)grade(HAG) 7.4 ®feet ❑meters(Puerto Rico only) SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. - GE ►� Check here if comments are provided on back of form. s07,74 7q Certifier's Name J.Whitley Reynolds License Number 2249 * 4 d * • Title Land Surveyor Company Name J.Whitley Reynolds,Land Surveying k c 224 a Address 636 Step on Ave°.ue,Suite C City Savannah, State GA ZIP Code 31405 h, v��0� OQ Signature Date 7/20/09 Telephone 912-352-0464 EY 1<r )4 FEMA Form 8 .1, February 2006 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the( )sponding information from Section A. , For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 8 Palmwood Court City Tybee Island, State GA ZIP Code 31328 Company NAIC Number SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments C2.e)=A/ •a• Parking is provided area - closed • attics. Signatur. Date 7/20/09 ❑ Check here if attachments SECTION;1 BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C. For Items El-E4, use natural grade,if available. Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawl space,or enclosure)is El feet ❑meters ❑above or❑ below the HAG. b)Top of bottom floor(including basement,crawl space,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9(see page 8 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is El feet El meters .❑above or El below the HAG. E3. Attached garage(top of slab)is ❑feet El meters ❑above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or El below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes El No El Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A,8, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8.and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.El The following information(Items G4.-G9.)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7.This permit has been issued for: ❑New Construction ❑Substantial Improvement GB.Elevation of as-built lowest floor(including basement)of the building: El feet El meters(PR)Datum G9.BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments El Check here if attachments FEMA Form 81-31, February 2006 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 8 Palmwood Court 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 July 8, 2009 `,p..�M••-' - :P$ Vii', "a,,,,t4„ , ';. ! ; iiiiill, 1� i� �r �� il , Yt. ,II (l r Y „ s 'Sp r + .''*---, 1 I IIII! III Orli ___ ., , _ III{ �1 ', 1 {f � ,III 3 �i �,� il, i I �:�111i1 « ;' 1,�. rir III ,, ,, ,I,,, i:ll;i�.''�i1I�f1li:, f I 12.j�r4 i .— t 1 liffif. 'Sn j 1 si _ �;T`41+—ra+e, _ ', .14, t .S r1 � 13([ 1` Y ,. udk ig Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt, Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 8 Palmwood Court City Tybee Island, State GA ZIP Code 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and"Rear View"; and, if required, "Right Side View" and"Left Side View." Rear View July 8, 2009 .'.----.- - ...r -' :Tn 1,--.+.. 2 ki'A-,t - + k Y•"4 r * p-=. f :., r T ,'--,g-- - cu a �' � 4 ,d+.3 7R8'3L43Gj^.J ++SyY!ES^+ '"'m �.._.r. --- r At ille millt . --, --.1.--Z.--1 ' ,,,•,) -... - - .2z, -- , irr: ,..._,.. . ..,_...-4-....-M441X0'' ''• Ello _irmv, mllt allt�� 6• ., 1I11II i, 4 , -�/ ,,� t fib.. 1 s 4. r 1 < o • , t Li,i, i CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER UPGRADE DATE ISSUED: 09/01/09 PERMIT#: 080454 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 8 PALMWOOD CT OWNER NAME RANDOLPH BISHOP ADDRESS 14 COTESWORTH PL 1 CITY,ST,ZIP SAVANNAH GA 31411-2876 PHONE NUMBER 912-713-4466 CONTRACTOR NAME COASTLINE BUILDERS INC ADDRESS 16 LUFBURROW WAY CITY STATE ZIP SAVANNAH GA 31411 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 5475 OCCUPANCY TYPE P TOTAL FEES CHARGED $12,233.90 PROPERTY IDENTIFICATION# PROJECT VALUATION $1,250,000.00 PROJECT VALUATION $ 0.00 UPGRADE WATER METER FROM TOTAL BALANCE DUE: $268.40 3/4-INCH TO 1-INCH It is understood that if this permit is granted the builder will at all times comply with the zoning,subdivision,flood control,building,fire, soil and sedimentation,wetlands,marshlands protection and shore protection ordinances and codes whether local,state or federal,including all environmental laws and regulations when applicable,subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org FF s n1 >` 1 CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 08/17/09 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 #: 080454 PROPOSED USE: NEW RESIDENTIAL BLDG - SF OCCUPANCY TYPE: P CONTACT NAME RANDOLPH BISHOP CONTACT ADDRESS 14 COTESWORTH PL CONTACT CITY STATE ZIP SAVANNAH GA 31411-2876 PROPERTY ADDRESS 8 PALMWOOD CT APPROVED BY: P. O. Box 2749\- **cr-403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org 11 „,..,..;,0",:ili -5:';', City of Tybee Island • Community Development Dept. , % .:-;.; Inspection Report Erma y t 403 Butler Ave. • P.O. Box 2749 • Tybee Island,GA 31328 Phone 912.786.4573 ext. 114 • Fax 912.786.9539 :•.ne...7scr.:J 1—)T 0 LI 6 -- i)ermit No. — _ i Date Requested 11)wner's Name ) i 5)-\ op Date Needed 3en. Contractor 0a., 4-1 ‘, tN Q-) Subcontractor l'ontact Information c:,\.)- Li LI — q 2 8 1 r roject Address --N ) 0.- .( J. (--) C( 4— cope of Work 0.,-- ,r‘ .3\ e..) - 47 at v-o. , Inspector 0 Date of Inspect on 0 es - I ---1 -O inspection .-----": fV\ A Pass 2:1 Fail E3 Fee ,,i"4--lo,ts- .1.--- 0 r--) A E 1 5- e Q. ;., (..-., elreu c .er 4 . 4 0 - ,_,I e 1,-1 ckDsQr(..,N e,„,c,_ :.,-, .. o c... p e_y- £ g 1. c er 4-• 1-f0 0 -1- I:r e_p ar d. i,. eleV- nspection Pass -.1 Fail 0 Fee ,--.) -c ar co''Of 0 S32---, nspection Pass 0 Fail 0 Fee inspection _ __ Pass c3 Fail 0 Fee ! s : I if CITY OF TYBEE ISLAND BUILDING PERMIT ENGINEERING REVIEW FEE DATE ISSUED: 08/17/09 PERMIT#: 080454 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 8 PALMWOOD CT OWNER NAME RANDOLPH BISHOP ADDRESS 14 COTESWORTH PL CITY,ST,ZIP SAVANNAH GA 31411-2876 PHONE NUMBER 912-713-4466 CONTRACTOR NAME COASTLINE BUILDERS INC ADDRESS 16 LUFBURROW WAY CITY STATE ZIP SAVANNAH GA 31411 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 5475 OCCUPANCY TYPE P A TOTAL FEES CHARGED $11,965.50 PROPERTY IDENTIFICATION# t V i PROJECT VALUATION $1,250,000.00 ` ENGINEERING REVIEW FEE-FINAL 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: , u� , 4vAr■, P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.cityoftybee.org BOSWELL,DESIGN SERVICES, INC. 103 NASSAU DRIVE SAVANNAH, GEORGIA 31410 912-897-- 6932 LAHBOS@BELLSOUTH.NET August 12, 2009 r RECEIVED Au , 9 Diane Otto Planning and Zoning Tybee Island, Georgia Re: Matt Turner Project Lot Number 5 Palmwood Court Tybee Island, Georgia Diane, At the request of the Owner, we have inspected the project referenced above for compliance with the approved drainage plan. After a brief inspection of the project, it is our opinion that the project is in substantial compliance with the approved drainage plan including final stabilization. Thank you for your assistance and please do not hesitate to contact us if you should require more information. We may be reached at 897-6932, fax to 897-2287 or e-mail to lahbos @bellsouth.net. Sincerely, Mark Boswell Dianne Otto From: Downer Davis [davisenginc @gmail.com] Sent: Wednesday, August 12, 2009 5:12 PM To: Dianne Otto Cc: lahbos @bellsouth.net Subject: Re: 8 Palmwood Ct. Diane, After receiving your email I called Boswell on another matter. He and I both agreed there were no punch list items on this site and that this site is one of the few on which the site work was completed to such a high quality. I find the completed site grading and stabilization to be acceptable. My invoice will follow. Downer On Wed, Aug 12, 2009 at 11:50 AM, Dianne Otto <Dotto@a,cityoftybee.org>wrote: Downer, I got a verbal okay from Boswell on final drainage at 8 Palmwood. He is very busy and will send a letter soon. Your number is 2080420. Let me know if you need the plans. Thank you, Dianne Otto,CFM Zoning Specialist City of Tybee Island 912.786.4573 ext. 136 This email and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you are not the named addressee you should not disseminate,distribute or copy this e-mail.Please notify the sender immediately by e-mail if you have received this e-mail by mistake and delete this e-mail from your system.Please note that any views or opinions presented in this email are solely those of the author and do not necessarily represent those of The City of Tybee Island.The recipient should check this email and any attachments for the presence of viruses.The City of Tybee Island accepts no liability for any damage caused by any virus transmitted by this email.City of Tybee Island P.O.Box 2749 Tybee Island,GA 31328 1 1 . City of Tybee Island • Community De.velopment Dept. Inspection Report 4.1:4;rti .,. 403 Butler Ave. - P.O. Box 2749 - Tybee Isiand, GA 31328 IS,..•,..• l ''''' ''''. Phone 912.786.4573 ext. 114 • Fax 912.786.9539 I f.i•-.1:-..1.;f6-z-i4- ermit No. 410 - Date Requested eS/ /64 iwner's Name 61 L..51. ..--.> Date Needed en. Contractor ( ):54 ii t..)--e Subcontractor ontact Information 1'- ?::) g A 44,-....q7,.,8 1 roject Address 13 P4-( 01 k a■C)C:21,(Thh •cope of Work ____ _Ti LS i--- i ns p ec t o r '72 ( Date of Inspection I i ;'nspection L I 77.( 1-- i Pir i - ( C Pass 1, Fail 0 Fee I - i • . I I nspection PI 061 a {-I (\NIA --( 2 Pass <zr,ss , ---\--- nspection ( .. )-"c'-„...›. Pi t ( - as Fail E3 Fee 0' . nspertion_ 1\3( 4t,. ---7Z- - ...._I Pass Fai: 0 Fee •- .., ._ — -- —-- — — --- — —— - . 1 , , A . . . . /719149S,.. irei zcr-) City of Tybee Island • Community Development Dept. ::, .-, Inspection Report 403 Butler Ave. • P.O. Box 2749 - Tybee Island,, GA 31328 !AU Phone 912..786.4573 ext. 114 - Fax '912.786.9539 / Ilermit No. C)I3 -C25.16-C-/ Date Requested 87/0/9q hgvner's Name_131 Si-- P Date Needed akkg 1 I ;en. Contractor **-"Ailg rOg 'L..-.. Subcontractor t'ontact Information V.,:t2:5____13 -- 926( roject Address 1 pcope of Work ''‘2.1itA.)3 ' -',-). -:: / 7 nspecto , // , - 0)/7/70fr r Date of Inspection P,z " i I ° nspectioii FIELEN.-\a L- Pass Fa Fee 6ter) -.-2-- -4n e,<AAort.\ t;12-E)-Likf-a117-. 6.-"''..: '",-T'.36: i <-_, '') - \ I 40)204112 4.. t Z:.46*14*Ct.-.7','it \ IRO-M10 VTA/C (.•-c..)0,q-4-' , 1-7:biza, 60,-te Az-i -6 6-(.oz.,s ligi'4(4 ) ns per ' n 0-1 ri':".C.-11-1, -P.1 V3 C-44.-- Pass rig' 11111Mil 0 Fee - r ps\T Pass Fail (...... , a))bit„ DOC 004-601.47 0 -PSZ ,nts-4-i 564(C1 it (- ' '") 1.)4i-E-' ,..\YY)/45}tia.TYrk:8-..; 7-\)1'3 , TOki/bit, /U.)4( - 6,?tio.--) Cor i,cAtz, 1 -0ace ' 01 ae.,AithiA r;461/05-74 ?W.t. .,,,,rTi.te::;4' -,,,,, r_1r• Pass 0 Fail F - <J' -,t L , „AL At , I li 7 - w Yaw r ` r ....% jiiiiik f - 1111 it , Looking north up west side. Sediment fence is in need of repair. •r Inspection Report City of Tybee Island 403 Butler Ave. P.O_ Box 2749 Tybee Island. GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No. &6 Date Requested 67/4//06; Owner's Name JI ' ' Date Needed _ r .�/ C -t• Gen. Contractor ' i Subcontractor ,l ,\.), --, 23{- 02 Contact N umber - ,(:12 - 44" q-2. t Location j"'� -'{} (t,1.1 \.�Uc,'.,a i" Inspector Date of Inspection Type of Inspection '' -7-) Pass 7n \--I � ' Fad • 212 -fib?�t \I'Vy IX Result Report P 06/05/2009 13:27 Serial No. CM35228060004 TC: 80068 Destination Start Time _Time Prints Result Note Georgia Power gg06-05 13:27 00:00:48 001/001 OK [[�� Note MIX:: Doouble-SidedaBindingADirection. TX.: SpecialSoriginal,Forward.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. ogib- RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO: Lynn Brennan _ _- 7 Phone 912, '-_wd-3 0 4,4 g ob-2`aoS- ed-+1..t Sae- M 62S- Location Address: ra ` 14 _fir Lot# Release Date: (. -S--Q.1 T m 7-cT� �sr+}7d) 'Type of Release: Temporary Permanent man erent Sub Name: Electrician: ] (Zi 1J L Electrician Phone Number: Z 3 1 --L'7.) ,E>47 OwnerfI wilder: t✓d���-�- \ a��, Phone Number: 15344 -1 j 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: lel I N, �l ti RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC. FAX TO: Lynn Brennan 9 -37 Phone 912= 3' 0(0- 24,cp.. got,-2voS ocr+-ilY 3o$- 2,2S Location Address: 4� ?41m Lot# Release Date: (p-5--09 Type of Release: Temporary Permanent Sub Name: ✓y Electrician: LZI N) Electrician Phone Number: 231 -6 2p ? Owner/Builder: C64-�∎ Phone Number: ' 34L 4z& 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: •• , •r••-e.` Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 • Permit No, Or` Date Requested ea/V/1;47 Owner's Name Date Needed Gen. Contractor /11" Subcontractor (in/kz.;16 I Contact Number -14 Location _rA Inspector Date of Inspection abbi' Type of Inspection N).-11J Pass 307-5- Fail L3, _ _ _ 6k5-71.1 N i t. S SEALECTION 500 At 0. `*-A�tiv� . -t Spray Foam Insulation Installed Insulation Statement Location of Insulation Thickness Tot al R-value Approximate Sq. Ft./ Walls 14, (J x 3.81 = lC. Z 1 --_, -� C Attic- Floor Roof Deck Circle one) s . 0 x 3.81 = -( i '0 Cathedral Ceiling x 3.81 = - =° 600C .20(5"/C --• 0 x 3.81 = 19.0C. __—• Cum (t ea- -Leo Go Lt1.;e4�Y _ fe CL• O xmizet = (4, 00 R-value= 3.81per inch Tensile Strength= 5.6 psi Density= 0.45-0.50 lb/ft3 Compressive Strength= 0.7 psi Demilec Batch# 7__9 C-.� 7 Evaluations: ICC-ES ESR#1172 Andek Batch# N k (if applicable) CONSKL(VI, irora/, LL6 . 9IZ Z32e-In I Company Name P.•.-Number . V �• 1410 Applicator Name Applie.• ature Date SEALECTION 500 Spray Foam Insulation Installed Insulation Statement Location of Insulation Thickness Total R-value Approximate Sq. Ft. Walls LI- C' x 3.81 = iCiZ11 Attic- Floor ir Roof Deck (circle one) . C x 3.81 = lc('C%5 Cathedral Ceiling - x 3.81 = --_, I Si-f M;z ri4`1S g` C) x3.81 = ici•C 1 T i f:tLfc _7. 0 x1.= (Li , CO R-value= 3.81 per inch "'"'"--o Tensile Strength= 5.6 psi C� _� Density= 0.45 -0.50 lb/ft3 Compressive Strength= 0.7 psi Demilec Batch# Evaluations: ICC-ES ESR#1172 Andek Batch# NP S\ (if a ablel CONs-R\LA61501.14(6N, LL.-C vZ. Z3Z -111 /56,, Company Name e Number 1 G _ L�l/�� V f Applicator Name Ap. Signature Date .. . .;., %.\• • •• !..i!• .Inspection Report City of Tybee Island 403 Butler Ave. . P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 ),Permit No. 0/3 - Date Requested 2. Oil -- Owners Name 1-3/-57--;tni: Date Needed :3 pci Gen. Contractor 4_OA-S4 I Subcontractor Contact Number ) 72_ LE4--4 I 4., Location (--)A1141 ■k)c-X- 7) I nspecto r Date of Inspection Type of Inspection Pass El pASts, 12) Lr—.)A 0/1 F. CL"k4 Fail vAsts, — fo,,, , r /1, i . Inspection Report Cary of Tybee Island / k 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Pone: (912) 786-4573 ext. 114 Fax': (932) 786-9539 ,--, --) Permit No- LO <?' '(7,14 s:, ',i At ,.,4 ... 2 i _. 0 ci Date. Requested ,_ } ) ,..„) i _ ---, Owner's Name ____I:2 1.... .$617..) Date heeded 0 J -0,4- L--) -', 1 Gen. 1'51-ri-45. ubcontractor Contact Number ___, )) ) ...-7,) lb (",? tie-if-. (--i 2t_ Location C-) L I Of)IA'vt;(-) ( inspector j_._1 1 Date of Inspection .- ----. Type of Inspection Nit ir --) in , i Ithr;72-4--1-43o40 i °O r k..) i''', VIAS C C..--) , l' r 4 o ,' -. ) `/c- 60--i- (7c , ., <ess's 1.-•?\'' '64' 5 17-4-)\X-'3+4 - :i1;;;4,41':1 F:1444 \?c1:5:, ,13— ' / --)1‘ii BI - -zs-o.lut0- -.‘ "7-0()) bZ, c517.-f-_>uoi . 1--,;(4„ t.„- ..., ) ■ ..,-_, ,, ,,..„1 pf ,) ,1,-, C.: 7 _.----,,„ , , - : •-1 H j t 5i-4) -s 4,--/,'„, h ,:;') 1 , ,.. . ( ..5c„ e. et , , ir) — nt., ; - . p"--)- i , -I- 5 C;S—ID logi 13 -VQ.A) › SENT BY: 012 508 4450; MAR-01 -00 5:51PM; PAGE 1 gitO, • • a I • ;w 1 Weather Shield®Premium Win lows&Doors Want More - March 30, 2009 • Mr, Charlie Butler T H Guerry Lumber Co. Inc. 173 W. 44th St. P.O. Box Z3859 Savannah, GA 31403 Re: BISHOP RESIDENCE Dear Charlie, This letter confirms that.all laminated glass produced by Cardinal Glass Industries and supplied by Weather Shield will have a permanent laser-etched logo in the lower right hand corner. The logo gives the appropriate safety glazing information and date of manufacture, ALE laminated glass produced with a minimum of.030"PVC interlayer meets the safety glazing requirements of ANSI Z797.1 and CPSC 16 CFR 1201 Categories l and II, Bear in mind that the units purchased on order No. 550009284 were manufactured with a laminated glass (with a.090"thick intertayer)to the interior and an annealed outside lite (both Lite s are not safety glazed). I have also attached information on safety grazing from Cardinal's technical service bulletins for your Luse. Feet free to contact me if you need additional information, You can reach me at 1-800-538- 8836. (€ Sincerely, Candy Zir gible Architectural Services Attachments C John Faulkner • Nvyl•'t' (?n.:}1Yr:;}h�:r_.�r r.l''�„� ('.�. Hc::,U.a''- • Iv,,.1n�rc:,V:” `r lS'Il!`i;, . ;:i'a;Y!tti • ,Lia-:�ic�nr SENT BY: ; 912 593 4450; MAR-31 -09 5:52PM; PAGE 2 • 4CardinalFG ACardinrl cuss Industrial Gdh�ynny .� � SERVICE BULLmE I IN .:. :,,;���, „`�i�lleiin#FG[i3-06/08 • Safety requirements far Cat 1 and Cat 11 are different with Ca. Glazing 11 being more stringent Cardinal tests to Cat I I as we naturally fabricate products greater than 9 square feet. The Consumer Product Safety Commission (CPSC) developed the guidelines for Testing and Certifying For ANSI 2-97.1 2004. (American National Standards • Safety Glazing Glass Products used in Architectural Institute),the testing for certification is very similar try what applications of glass products (Glass Products used in Is required to meet the CPSC standard requirements, The Windows for Residential and Commercial Applications). focal and national building codes for safety glazing glass This Certification Process can be certified through an products recognizes the ANSI Z 97.1 2Q04 criteria for independent organization, (SGCC) or by self certifying safety glazing products used in applications other than the product. Some glass mfrs self certify their wlndowsi.e.aquariums,freezer doors,interior applications products, Cardinal has elected to use SGCC(the Safety (e,malls),handrails,etc. Some of Cardinal plants supply Glazing Certification Council) to conduct independent safely glazing glass products for these applications and testing of our products to assure our customers and thorefore are in the composite program of SGCC (CPSC ourselves that we era supplying safety glazing materials and ANSI). To be in this program, additional testing of • that meet the requirements of CPSC and SGCC. :safety glazing materials needs to-be done and the CPSC Curdinal permanently logo's our glass products used in 16 CFR 1201 Cat 11.ANSI Z 97:1, and SGCC identifier safety glaring applications to Indicate that we meet the logo will be placed on the glass requirements of SGCC and CPSC. Safety Glazing may be required to nit any local encVor The local and national building codes recognize the CPSC national building codes. The Safety Glazing Certification 16 CPR 1201 Cat 1 and Cat 11 (Category 1 and Category Council (SGCC) provides for the certification of safety 11)as the standard that must be met for glass products glazing materials found to be In compliance with one used in windows. Cat 1 is for products less than 9 sq,ft. or both of the following speelficalions: A comparison of and Cat 11 is for products of unlimited size. The testing the ANSI Z-97.1-2004, CPSC 16CFR1201 1 and CPSC 16CFR 12Q1 II standards Is listed on next page. • { • • • Bulletin ft FG03 05108 Page 1 of 6 • SENT BY: ;, 012 508 4450; MAR-31 -00 5:52PM; PAGE 3/7 # CardinatFG '7 a i ACardinat Olass Induntrirs Company � L Yti SERVICE Mil.i•=TIN • • •,5,,;�� -B lletirr #FG03 -05/08 SAFETY GLAZING STANDARDS ANSI Z-97.1-2004 CPSC 16 CFR 1201 I CPSC 18 CFR 1201 11 • Use of To test and Identify glasses To teat and Identify glasses as To test and Identity Masses as Standard as safety glazing materials safety glazing materials which safety glazing materials which which will be used in locations will be used in any location that will be used in any location whore required in building is subject to human impact that Is subject to human codes.Monolithic annealed resistance requirements(limited impact resistance requirements glass in any thickness,is not to products having an area not (unlimited size) considered a eafety glazing greater than 9 sq.ft.) material render this standard. Impact Test Class A:100#bag dropped 100#bag dropped from height 100#bag dropped from height Plequirements from height of 48 inches of 18 inches of 48 inches Class B: 100#bag dropped from height of 18 inches Class C: 100#bag dropped from height of 12 inches Evaluation a, No fracture at specified a No fracture at 18 inches or, a. No fracture at 18 inches or, Criteria for Class drop height or, b.if fracture occurs,the tan b.if fracture occurs,the ten Tempered b.if fracture occurs at the largest crack free particles largest crack free particles Glass to Pass specified Class drop height, shall not weigh more than 10 shall not weigh more than 10 Standard the ten largest crack free square inches of the glass square inches of the glass particles shall not weigh tested - tested M0/8 than 10 square inches of the glass tasted Evaluation a, No fracture at specified a. No fracture at 48 inches or, a. No fracture at 48 inches or, Criteria for Class drop height or, b.it fracture occurs, the ten b.if fracture Occurs.nO hole Laminated b.if fracture occurs at the largest crack free particles through which a 3 inch Glass to Pass specified Class freight,no shall not weigh more than 10 diameter sphere will freely Standard hole through which a 3 Inch square Inches of the glass pass Is allowed diameter sphere will freely tested pass is allowed Evaluation a: No fracture at 12 Inches or, Not Applicable Not Applicable Criteria for b.if fracture occurs,no hole Wined through Which a 3 inch lilacs to Pais diameter sphere will freely Standard pass Is allowed The attached GANA(Glass Association of North America)Information details the differences between the CPSG and ANSI standards. • � t Bulletin#FG05 05/08 Page.2 of 6 SENT BY: ;, 012 508 4450; MAR-3i -09 5:52PM; PAGE 4/7 4CardinatFG • A Cardinal Mass Industries Company SERVICE BULLETIN • ... • • • a';Sulletin #FC03 05/08 • Glass lnterinatkrnni autletln GANA 03-0706 • Differences Between Safety Glazing Standards CPSC 10 CFR 1201 and ANSI Z97.1-2004 In 1 877,the U.S,Consumer R duote Safety Commission (CPSC)adopted as a mandatory federal safety regulation Safety • Standard fix Architectural Glaring M&terWs, codified at le OFR Pert 1201'. The CPSC amended its Safety Staridaof for 4r+ httecrurat Glazing Meterfeis on several occasions subsequent to its lnttiel adoption,the islet time on June 28,1982. In 1968,an Accredited Standards Committee camlxised of industry and public sector members first developed the American • National Standard for Safety Glazing Maters Used in flur'kiings—safety Performance Specifications and Methods of Test,under the auspices and protocol of the American National Standards Institute(ANSI),This ANSI standard has been reviewed and either renewed or revised periodically ever since,the last time in 2004.its current version Is ANSI Ze7.1-20042. Set forth below are the mom elgnIlicant differences between these two standards,both standards applicable to safety glazing materials used In architectt.irel appfeation9.Tlla bulletin makes no attempt to summarize all pertinent prnvielehe of the two standards,only their significant differences.• Scope The principal differences between the CPSC1a 16 CRF 1201 standard and the ANSI 297,1-2004 standard relate to their scope and function.The CPSC standard it not Only a test method and a procedure for determining the safely performance of arohltecturai glazing,but also a federal standard that mandates where and when s fofy glazing materials must be used in architectural applications end preempts any non-identical state or local standard, In contrast,ANSI Z97.1 le Only a voluntary • safety performance specification and test method.It doss not attempt to declare when and whom;e. fety glazing materials must be used,leaving these deter+lilnations up to the tiding codes and to Vass and fenestration specifiers. Application The CPSC requires toe Installation of Safety glazing niatterials meeting 16 CFF 1201 only in storm doors,combination doors, entrance-exit doors,si trig patio doom, closet doors,and shower end tub doom and sndeeuree,Other than that, meatIn9 CPSCI naqulrgrnents Is necessary only when and if a building code authority or other Jurisdiction adopting eateLY glazing laws specifically mandates that safety glazing campy with the CPSC standard,le CFR-1201—and most building codes do, ANSI 297.1,as a voluntary standard,applies only when,where,and if It Is adopted by a building code authority or IS specified in the approved piens and apaclflOatione of the arr hlteOt,building contractor,or Other glass specifier. Teat Specimens For impact testing,the CPSC requires only one specimen of each nominal thickness be submitted for testing and specifies it Must be the largest size the manufacturer produces up to a maximum of size of 34"by 76". ANSI 797.1 requires that four specimens of each nominal thicleieas grid Size must be Impact-tested-The manufacturer has the option of Testing either 34'by 76"(+1-1/8-inch)specimens or the largest a'r£e it commercially produces leas than 34'by 78',but with a minimum size of 24"by 30". types of Glass The CPSC standard has no performance tests for plastics or for bent glass.ANSI 297.1 has specific tests for both. "tire CP$C exempts porlshed wired glass from its standard when used in Ure rated applications and has no separate Impact test specifically designed for or applicable to wired gi sa.ANSI 297,1 has a secarste Impact teat oatogory just for fire-redlstarit polished wired glass. • The CPSC standard does riot prohibit the use of ordinary arrealed glass Sl nazardOus k atfore as tong as it passes the appropriate Impact tests,consistent when the concept era performance based impact test.(Thick,heavy annealed glem Is likely to pass the OP SC 10-inch drop-height and 48 Inch drop-height impact tests for Category I and if locations,)ANSI Z37.1-2004 r?Pn Aria an express limitation on annmlad glass:'Monolithic annealed in any thickness Is net eonddered Gaiety glazing materiel under this standard.' Bulletin#FGQS 05/08 Page 8 of 6 SENT BY: ;, 912 598 4450; MAR-31 -09 5:53PM; PAGE 5/7 4Cardinai. FG • A Cardinal Glass Indostriva Company • 'SERVICE BULLETIN c #``<,r 8tilieticl#FG03_ 05/08 Asymmetrical Glazing Material Tne CPSO standard re gi3ire$all aaymrtletnoal glazing materials to be Impacted art both sides of each spsC:imen and then eveluueltted under the pass-full criteria,Theme Is na exception. ANSI 207.1 requires that with the exception of mirror glezaig,all asymmetrical glass specimens must be impacted on both stelae!two On one side and two on the other With respect to mirror gIe Wing prexfucte using reinforced or nen-reinforced orgenfe adhesive backing,all tour specimens must be impacted only on the non-reinforced side"and with no other material applied." impact Categories or Levels The Gf SC etandard has two distinct impact levels or categories,Category I and Category II,and specifies which dined hazardous location must contain Category II safety glazing materials end wtiic* may use Category I glazing materials.Glazing materiel successfuJy passing the irr:paet lest of a 48-inch drop height,a 400 foot-pound impact,is classified as'Category II' • glass.Glazing material passing the 18-Inch drop height a 150 foot-pounds impact i6 classified as'Category I'glass. ANSi 207,1 has adopted three separate l npact Categories or classes,based upon impact performance.ANSI Zaa7,1'a Glass A glazing InwArkils are oorrperable to the CPSO Category li glazing Materials,passing a 4e-inch drop height teat end its Class glazing materiels are comparable to the CPSCis Category I glazing materials,passing the 18-Inch drop height test.ANSI 297.1 also has a product-sped Gisse C impact test,a 12-inch drop height test,applicable only for#Ire-reaistant glazing materials. peso-Fail Impact Criteria • The OPEC standard,!Ike the ANSI standard,offers alternative criteria for evaluating whether a test specimen passes the impact test The(PSG atandrrd considers the specimen a pace if a 3-inch diameter solki steel ball,weighing 4 ibs,,wife not pass through the opening when planed on the horizontal sperdrner'i for one second.ANSI also used the 3-inch sphere meagre,but does not require the sphere be a steel ball or specify the weight of the 3-inch sphere.It does require the sphere not pass freely through the opening when aforoe of 4 lbs.Is applied to trio sphere While the specimen is In a vertical position-There is no time ellerneri associated wltt-r this alternative, A second alternative pass-fail criterion under the CPSC standard Involve$weighing the 10 largest particles Selected within five !Mules after the impact test—they must weigh no marathon the equivalent weight of 10 square inches of the original specimen. The ANSI standard s an identical criterion,except It also includes product-specific qt llibations applicable solely to selecting tho 10 largest particles of tempered glass and afters a formula for determillsig the weight of 10 sc see inches 4f the original The CPSO standard has no separate pass-fail impact criteria for the Scenario in winch the glees Specimen sepsretes from the frarne after impact and breaks or produces a hole in the glass.The ANSI Standard has a special criterion for that scenario-to pass,the glass is subjected to the same 3-Inch spiv*measure or to the weight criterion for the 10 largest pectins. The CPSC standard involves impact-testing of only a single specimen of each nominal glass thickness.Aeon:tir}gly, if that Specimen passes,all glass of that type and thialmess Is deemed to paw tinder the ANSi standards,four specimens of each type,atze,and thickness must be Impact tested,and if any one of the four speCirfterie falls,there is a failure of that specific typo, thlclmess,and sue, Labeling The CPSC standard,with one exception gals gat require labels on safety glazing materials.Organic coated glass,tested the erwGnnmerttsl durability from one side oily,must be tstiele4 according to the CPSO standard:it must have a permanent label on the coating stag,'Gaze This Side In,"and must contain a'message"remaining on the glass until insiatletion stating,"See Permanent Label for Important Mounting instruct nn." The IPSO statute,16 U.S.C.§2063,requires the safety glazing manufacturer to issue a certificate of con1planCe,Certifying Its glass conforms to the requirements of the 16 CFR 1201,either Category I or category II,The OPSU permits Ibut&ea not require)this CerWbet on of compliance to take the form of a permanent label on the glass as long as the label oontans all the statutorily mandated certification information:that Is,it roust specify"16 CFR 1201 Gat.I or II,"the nerno of the manufacturer, and the date and place of manufacture.ill the fabricator or manufacturer elects not to kiwi-11:1s this certification information on a label applied to the safety glazing materials, the manufacturer must halide this information on a separate paper or-document accompanying me glass when shipped from the fabitefor to the glass distributor or rotator.) • Bulletin#FG03 05/08 Page 4 of 6 ShNI BY: ; 912 596 4450; MAR-31 -09 5:53PM; PAGE 5/7 4CardnátFG • • A Cardinal 13IaPs industries Company • SERVICE RULE ETIN. ;- �: N�r`� �°;Bultetirl #EG03- (]5f08 ANSI 297.1 jrpee permanent labeling.The at rant eantalrt the glass suppliers name,distinctive mark,or designation, the characters"mar Z97.1-2004,-either an">,"or a"u"Incticathg test size,either A"°B,"or IC;'indicating the drop height class(=xcept plastic elaehee tides not require the drop height class designation),arid the place of fabrication it the fabricator has more than one fabric-AN location.ANSi 297.1 peneite sddrtiunaf Inicrmeticn the label,including glass thiehness eixf date of manufacture. ANSI 287,1 specifies how to label glazing materials cut to size after manufacturing—stock sheets of laminated and fire-resistant wire glass must be labeled by the manufacturer,and all cut-sizes of laminated,fire-resistant wire glass,end tempered glass must be labeled by the company prodr.x ing the cut-to-size glass,The eefety-fttm Installer must label at field-applied argot Tic Goslings (films).Glazing materials Intended for use in indoor sppllcatk]ns r.+r,,y must be permanently marked with the words"indoor Use 4Ny"and the phrase."Glaze This Side!n,"on all otganle-coated giess that has a Specific side that should be exposed_ Certification Neither the CPSC standard nor the ANSI 297.1 standard requires third-party teatine, certl1lcaticn,or labeling.However, the CPSC,as noted above,requires that a certification of compliance accompany all safety glazing msteriala,but,as an alternative, permits this cerfificatlon to take the form of a permanent label on the glass.The CPSC standard perrefts the manufacturer to sett-certify as long as It is this to certify oornelience with 16 CRP 1201 based upon"a reasonable testing program,"The CPSC standard does not defrna"a reasonable testing program,"but it contemplates periodic testing,the fraqueciay of which is dependent upon ueepeoifled Was associated with the nature of the glass and manufacturing process of the foriGslar.ANSI Z97.1 dogs rips address certification. Impact Testing Apparatus r t ( Relatively mirror technical differences exist between the test frames and impactors Specified in the°PSG standard and those in ANSI Z97.f.The ANSI standard prescribes spacial test frame and eubfrerne configurations for impact-testing bent glass;the CPSC standard has no provisions for tet ting bent glass.The ANSI standard indudea detailed specifications for the impactor tspension device and traction and release system and for their operation;the CPSC standard does not. Weathering Testa ' The CPS°standard requires a weathering teat only for ags-le coated glass_ANSI requires a weathering test for laminated glass • and plastics as well as for organic coated glass. The CPSC accelerated weathering test(only for organic coated glass)uses the xenon arc Weatrtera(treter.The ANSI standard gives the manulaoturar the choice of one of three weathering exposure alternatives,the xenon aro exposure, lie enur ed twin carbon aro eacposure,or the one-year outdoor ei posura In south Florida.The ANSI presoribed xenon arc appotbtus txtd procedure are the more current Versions of the pertinent ASTM Standard,$ASTM G155-00 and ASTM D2585-02A,then the versions referenced in the OPSO standard.The CPSCS xenon arc procedure for interpreting results bf the adhesion test requires an average adhesion value or pull fierce of no less than 90%of Ms average of the unexposed organic-coated glass specimens in order to"pass,"whereas the ANSi standard requires no less than 75%of the average of the unexposed specimens. Modulus end Hardness Testa The CPSC standard contains no modulus or hardness test whereas the ANSI standard requires both,but only for plastic glazing • matetiala Indoor Aging Tests I he CPSC standard does riot prescribe any indoor aging test;the ANSI standard requires specified Indoor aging tests for plastics and organic coaled glass intended for intrpot use only followed by impact tests. tdon-Archltecturel Applications Neither the OPOC nor the ANSI standard elaiMs to require or address the use of tested safety glazing matertsie non-architectural applications. not even in consumer products incorporating glass, such as fire-plate screens.table tops,or similar furniture. subject to human impact,No stele or local laws or ordinances are known to maridato safety glazing In these non-errttiteotural appllcntinri either. •t I Bulletin 4F00 3 05/03 Page 5 of 6 SENT BY: ; 012 508 4450; MAR-31 -00 5:54PM; PAGE 7/7 4* Cardinal FG t = col.; A CardinalGtams industries Company • • r r., sEnvicE BULLETIN' ,, : .',; 111etin*FGO3- 05/08 NotwithsteA dhg the ebsonoe of a law or regulation requiting eafoty glazing materials,a potential personas-Injury lawsuit essertlng product itabUtty could call Vito queatVin the reasonableness of the actions of the product manufacturer,speoitier,fabricator,or ciistrtiauter who is responsible for installing non-safety glass In a prrxiuci stkjeGt to human impact.The recognized Industry standard of me to which The court holds the'delfcndent"accountable may dctata the use of safety glazing materials in that particular Iippibdan. The Glass Assoclatlen of North American{DANA}has produced this Class informational 6ulietin solely to provide general information as to principal dlffisrw ces t6twaf1 the federal safety regulation MSC 16 CFR 1201 and Amerman Natiarraf Standsrd AN$t Z97.Y-2004.This bulletin makes no sftarnpt is summarize aft pattineotprovisions of u o two standards or to indicate where and when mkt,'gtarlrig matentala must be used The ra€er of this Bulletin has the responsibAtty to erasure that building code requiretnaets and project specifications are considered to datemrtne where and when safety glazing maw/ran must be used GANA disclaims any responsibility for any specific results related to the use of this Bulletin,for any errors or omissions contained in the Bulletin,and for any liability for loss or damage of any kind arising out of the USA of this Bulletin, This bulletin was developed by the Glass Asseclatlon of North Arnehoa and approved by the rnemberahip and the G,W4 $oard of Directors.This IS the original version of the&blatant as approved and published in July 2006. u.3.cad*of/.Jorsl P,aerthellmm.Tlrle te,Volume 2;Supadntmtdtr4 of Georrrgr*a,tile,Clwemmwrr Prinlhuontrif,Wuths ton,UC 2W oz urnrWd stab* 'Mwrlcan N*tan*1 asontlardo knGWlw 11 W.45 Stmt,Now'R HHY 10086,Untod Stgas,Pivot:212.642.4 oc WvbBMx wr A1101-0"9 '&31101 tntarrgtlarwl,ten Bon'WAX ems,ea sort C70B,Wut COMACI Cka+.PA 764284259,Unit d st&!R Ptbritt e10.832.s660,Webekc wurw dt%aru I — I 'Rid irtiomtetion h this rat::rlflica!Service Butatin la sutject to the disclaimers and other Amita Lions appearing the f1SGJUMER that accompanies t'ua . - aikido and at jdrl7CrstaanalrR:.._lin, fright 2006 Oardfial 1G company Bulletin#FGQ3 05/08 Page 6 of 6 °-• Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island,, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No, (>25 — 0 <Li- Date Requested 3- 2 Owner's Name Date Needed - 2 -0 9 CAI rutJ Gen. Contractor 1-1' ' . Subcontractor ) r lec . I contact Numbrr 7,5 2 3 1 - Q 2 0 5) a Location "")7 p r L,,1 1/40 '3 ci Inspector Date of Inspection 3 05 0'1 t-- Type of Inspection h Q P C, Fad Ej .-) 1"-1/411 3 Air • • Inspection Report CIty o Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee island, GA 31328 Phcorie: ,::912) 786-4573 ext. 114 Fox: (912) 786,-9539 ) (4 Permit is4s,, > Dare Requested • Owner's Name Date Needed L_F C. 3 Gen. Cot ctc E3Lct c;" Subcpritractor I , C6ntact Number , I) j I Location 'ev". pector Date of Inspection • ) Type of Inspection IflL Pass Fa ) ; A‘CI I /-1-4 J j I , 9PE rn viN,4•Doc1,0 1 t" ) CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICKUP DATE ISSUED: 12/04/08 PERMIT#: 080454 WORK DESCRIPTION NEW RESIDENTIAL BLDG-SF WORK LOCATION 8 PALMWOOD CT OWNER NAME RANDOLPH BISHOP ADDRESS 14 COTESWORTH PL CITY,ST,ZIP SAVANNAH GA 31411 PHONE NUMBER 912-713-4466 CONTRACTOR NAME COASTLINE BUILDERS INC ADDRESS 16 LUFBURROW WAY CITY STATE ZIP SAVANNAH GA 31411 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE 5475 OCCUPANCY TYPE P TOTAL FEES CHARGED $11,878.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $1,250,000.00 WATER METER PICKUP TOTAL BALANCE DUE: $ 0.00 ONE METER(3/4-INCH) 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: ♦..- /A LA' Lir P.0.Box 2749-403 Butler Avenue,Tybee Island,Georgia 31328 (912)786-4.573-FAX(912)786-9539 www.cityoftybee.org • . Ith • i pect on Report Clay of Tyhee Islam! 403 Butler Ave. P.O. Box 2249 Tybee Island, GA 3132 Phone: (912) 186-4513 ext. 114 Fax: (912) 786-9539 Permit No. - J L d Date Requested I "t` - Q • Owner's Name _^ Date Needed - I G - ""- C7 g fZ l_cc- !., ' r (-- %X10 artoff' Gen. Contractor /c( t.5- -_ Subcontractor Pic/ .r .r M • Contact Number Location C1 Inspector_— '�'!` Date of Inspection 0 (2e Type of Inspection 11 r e Q , « -v. :ry _ ✓�'� >(c� -- ! Pass r� Fail [m] 1 --I+. ... 1 ,.„..,...... ..., .. i inspection Report city ot Tybee Island 403 Butler Ave.. P.O. Box 2749 Tybee island, GA 31318 Phone: (912) 786-4533 ext. 114 Fax: (912) 786-9539 (--N■Q' rThi Li < Li , _, (-,--. Permit No, , .--912 " c.„) f --, i Date Reql f,it d I ) ' / - 0 J-_ e . , / ,......" 9 .... Date Needed , ---- 3 i 2, - - 0 GE:13. Contractor -\--'-„, 't d r s . Subctilraractor 1 ,---- ,../..._ 1 Co tad: Number .-----; ---\--Th \ (-2 " , .,,, Locaticin .'-', 1- r2 + f ..) cm A /I rtgp zcto 2- ___ ‘7)4-1 . __ Date of Inspection Type of Inspection , 4-- 71 Pass, .., (3, ,ijp 0 1 e___, ( _______-------T, L----,..., e (,_ ) -- .•,L-1._....):', r -..„1 ka-'91 To ....... . ,/ ..,..r.-- ----. 7 , -- - \ „.--". - 1 :5.■0 to L , r k 03, — 1--- , fa I.-.'.' \ ) 7' '-' 1"1 I q--7,7"'" ''''''-'-)f"..)"' Cf4';' I I,_....) 7)! '1•\' rt.- 5/ '4EA)----- ...,- -2 -N ( .....,__, 00(, -‘-,.,, u, -_-_-., • T}{ Result Report P 12/03/2008 10:17 Serial N0. CM35228060004 TC: 15533 Destination Start Time Time Prints Result Note Georgia Power 12-03 10:168 00:00:47 yy001/001 OK gg Note MIX: Timer gFWD:FForwar'd. PCraPC-Fax. RLY: Relay. MBX: Confidential. BuL: BulletPinC1SIP rSIP Fax.FIPADR:FIP6Address 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, 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 T'V EE ISLAND FOR SAVANNAH ELECTRIC_FAX TO: Lyr.o Breaaan 9 Phone 3ote lo4 4. ` G��t+lt.r '�aa_ 2625 Location Address: /<0 ' R,r 1 VIM W a a 1 Ca-, Lot# Release Date: 12-3 -O g Type of Release: \/ Te or' nip ry Permanent Subd Name: Electrician: Svc es�,� v G/e c . Electrician phone Number:' 'S '---. Z 5 OwnerBuilder: eIxe.S�17 , I d r-s . Phone Number: ' 4 4-Q 2 g'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 Subd Name: Electrician: Electrician Phone Number: Owaer/Suilder: Phone Number: 01111" 41b c< < RELEASES FOR ELECTRIC SERVICE FROM TYBEE ISLAND FOR SAVANNAH ELECTRIC.FAX TO: Lynn Brennan 9137 Phone 912 f3 3042- 2(0440 306-2WoS- C'Q-Nty 34- 2 624 Og- O +I- S4 Location Address: O �Q'ry, W 0 cl C4 . Lot# Release Date: 12-3 -o' Type of Release: I Temporary Permanent Subd Name: Electrician: 6t.,J eft_h El e c . Electrician Phone Number:T6 S-3?2 5 y Owner/Builder: !oC S4-I`.0 l I d rs. Phone Number: VI-1 4- q21 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: 7,7 Inspection Report City of Tybee Island 403 Butler Ave. P.O. Box 2749 Tybee Island, GA 31328 Phone: (912) 786-4573 ext. 114 Fax: (912) 786-9539 Permit No, 0 g"" (t )14 Date Requested — 2 c- o F Owner's Name o p Date Needed (10-o? o sr 4- 1 Gen. Contractor IS I ei 5, Subcontractor Contact Number c _La 3 1 - 3 3 To Location PO iY\iA 0 0 CI Inspector Li)ti Date of inspection Type ofinspection •esS8 Pass FaF4 2.61 - ., s. — _ RECEIVED ......2:...Q. IMM iIlJr,. >fJ4 i NUMBER 0$21798732 EXPIRES 11.16-2008 MCNEESE ROYCE ALAN 302 ANDERSON AVE a CLAXTON,GA 30417.2108 ry SEX BIRTNDATE EXAM DAZE COUNTY NNGNt 1 1 16.7 958 11.17.2004 054 S_'I WEIGHT CSC 0FE RESTRICTIONS 200 845 fi;, CLASS ENDORSEMENTS A TX TYPE FRP ORGAN I �>'� _ 1 �.' I DONOR, tL111/1t.{l^T I 912 2/3_ 11/3 cc li 92 7 OS bus"4" . . :,..t ......1. .', •-•••;4; 4" • ••• " t ••:‘,' •4 c . - • „. .• • f........„ . ." :, ..• . . .. _ . . .. . •- • •-` I .' , "' ' .. , .,-. ' . . . . 4 • .. , .r •. •. . . ) ..,'; -..... ' • .;V,.',;.':, ,,, . ;..- ,.. . . . . . .....,. . .; . ' . . „ , . . . '■- ' ,'.. ' ' ', 1 ' )..'',,.? . •• ' . i0.., . • , . • „ '4... '''..., ,' . . -' i h''' . -.,,\ ,:. ., „ ■ Si..,. . .,. , • • A . • , ,... . . . . . 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' 411111111111illhr----1 • r x I " a 1 tlr ` / 7 _ • tl Spr ' . +`! y• jai iX � ► 1 a r :� , � j � 4 � .�e ,,y" � , , `c'} " t -,f !# , ,R \\t 16 CITY OF TYBEE ISLAND APPLICATION FOR NEW CONSTRUCTION BUILDING PERMIT riE�� 2 sets of building plans Yr ' ';m'A) I copy of survey showing 03 - ' I ,,' ground elevations&flood zone /�' x„m�� _ $250 plan deposit Location: g P� (PA A i,,)O cJ I KO O r- PIN# Z'OO Z — 2 ccc- . NAME ADDRESS TELEPHONE / QQ f Co-1 °SGJorf 4 cle,tf? Owner > >o(70/ A A5/e5 .5:;C, AI's CAA 3i'cin 7/3 -- ��,� Architect '�// 1/03 /L SS v ,7>-, or Engineer /C r�.' Z305,'JJ� 4'4 4/14 / 6.4- `3/9/0 897_ o 7,72_ Building /. .e,, B©k E;b 4,4 Contractor Ci7e(5/- c£/ r _..S a,./ pi tic t G- 3/</2o 51 - 'Z C'Z) (Check all that apply) [New Construction E idential ❑ Other I-- Single Family ❑ Duplex ❑ Multi-Family ❑ Commercial Details of Project: Lim p51✓cl C G? � �<�.� 1/ S- C2' (,,,, )4-4 .z,,,-, ii e___ c, 1-4¢1.e.---t i el kr c ei e 5' 711 v-e-,,q ___ Estimated Cost of Construction: $ f> Z Se7 0 db , Construction Type 2- (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer �/ . Proposed use: i'p j (e_ 1-----,,,,,,, Y7, W e 5,-�{ 4 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 5 #Bathrooms Lot Area 2 786' Living space(total sq. ft.) 07( #Off-street parking spaces 4 Trees located & listed on site plan :' Access: Driveway .--C (ft.) With culvert? .t% With swale? /G'/ Setbacks: Front i Rear /'; Sides (L) / ) (R) /zr,' # Stories 3 Height , 5.. Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: 1c—it 7 _— On-site restroom facilities will be provided through v 5 �d PtS On-site waste and debris containers will be provided by ,S;' Construction debris will be disposed by 5e:5 vt2"t L r? (,/c� by means of pcJ.-&-,,(5, 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. Date: �� — /�� Signature of Applicant: Note: A permit normally takes 7 to 10 business days to process. The following is to be completed by City personnel: Zoning certification NFIP Flood Zone Approved rezoning/variance? Street address and number:New Existing Is it in compliance with City map? If not,has street name and/or number been reported to MPC? FEMA Certification attached State Energy Code Affidavit attached Utilities and Public Works: Describe any unusual finding(s) Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: �►' S.a ., re Date FEES g / 4/ ld�`-J9 Permit 020 70,-" Zoning Administrator ,yam ,, �02 33 /� Inspections Code Enforcement 0` 7,,,, to 2-0 Water/Sewer ] ,!,/ Water Tap 5D, Storm/Drainage ,, 3. :; ` AW w " - Sewer Stub 5'5 O.— Inspections i Aid to Const. ,`"t 75:-, City Manager CC Recovery a 0 00,--- 25O.p° l + TOTAL 0/C.4f 3 39 2-5)•�_� I 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: /07/14 /Vo o c6 (oi F Owner's Name: i aare,(o ✓ .,5`S Address: o eSi.,,/o Contractor's Name: (6,0/ %c_Ait 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 Acknowledged and agreed to this day of , 20 Owner/Contrac or Signature ,/f , a1✓Gt eV Owner/Contractor Printed Name STATE ENERGY CODE AFFIDAVIT Location of Work: P4.2 Ltje7-0 c766),--/ Owner's Name: ,e67/4 5j,49 Address: N (0745-6rlo v/- ,4e' 4 Contractor's Name: Cr s�T`�c� 2:?0e`e( 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 Si .. - Date Raist/ /77,0 /5" Owner's Printed Name ontractor's Signature Date X, 7:—//pi.e._V Contractor's Printed Name PERMIT FOR INFRASTRUCTURE ALTERATIONS Location of Work: f Cl;Yt GJO©f Owner's Na 3 e: /6.0 c A.04 5�f Address: ` (c/e_.5 �-t /ADV ,CGz 5';UC-e/itGr4 lam/ 671- 3/C1f r�< < lr Contractor's Nam-: �. rke__ Wei NOTE: Any alterati e to City owned streets, curbs, sidewalks,waterlin , sewer lines, drainage pipes, catch basins, or other e ements of the City's infrastructure,requires a ermit from the City, and an acknowledgement by the individual seeking to accomplish the alte lion,that: a. The City's infras .cture will not be degraded in any w.y. b. All necessary safet .recautions will be undertaken. c. The City will inspect he work in process and upo completion. d. The work will be acco' plished to the City's sat'.faction. e. The City shall be held h:unless of any liabilit or damages of any variety. f. The individual has read a.plicable portion o the City's Code of Ordinance dealing with the alteration, and agrees to ly comply with .uch provisions. Description of alteration: A sketch or drawing must be attached it strating the planned alteration. Attached? Cit Desi• Standards and S.ecific. ions: • 11 alteration to the City's infrastructure shall be accomplished in such a fashion so :s to rest. e the infrastructure to essentially the same condition that existed prior to the alteration, or o an impro -d condition, as determined by the City. Certification: I hereby ackn•• ledge the above rt quirements, and certify that I will perform the above described alteration in acc,.rdance with these pro isions. Owner's Signature Date Owner's Prin -d Name Contrac .r's Signature D to Contractor's Printed Name APPROVAL Zoning Date Building/Code Date Water/Sewer Date Drainage Date CITY OF TYBEE ISLAND BUILDING &ZONING DEPARTMENT Temporary Electrical Service Affidavit Location of Work: , 4t i%)0 f� JD C/ (D c)VA Owner's Name: 4 trte`D(04 Address: / (0 S l.Jp7 74 tom- ca 4)Ce_n 4' ‘ f�- 3/c// ( Contractor's Name: S(Zar, a1/Ve r Sr f-ie c 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 of the electrical service. .. .ill° Date _/ /(7044 Rd. ir Owner's Printed Name //'/V7 ,7„Z, -...-- - e/S- Contractor's Signature Date ( / 7 ,///4 Contractor's Printed Name d, 1)(t 6' ''' I '-- ,1/ Witness's Sign ture Date cfrq IUrnep Witness's r ted Name CITY OF TYBEE ISLAND SUBCONTRACTOR LIST Location of Work: g g(Lti.,00.. C d Owner's Name: ( C'ci'I h/ Soo Address: / Cot"CS zA)/n 194 l J/, vC0 l/t /t e•'� 3/CV Contractor's Name: (0 4'/� ti ,t.5� __ List the company name, business type, address, license number, contact person and phone number of all participating subcontractors. 1. Company `,/Q o i.. eo'Gvt,4 LK�/ Business Type _ /9w /- .,,a, Address l 7,)3 //i'1 e Avr' 3((-0 License Number T z e7 S-' Contact Person 7/P-7/a 710 G44, j Phone Number L/g -/)?,4 2. Company ;;0 i t C e- / Business Type d s <z�/ Address 72 s's ,ie__ Cr �fZ4441 Cam` License Number Er-c 6a4 3(3oR Contact Person 4i47 fw t-evc 7 Phone Number 0-5/--2) 3. Company / i✓rte o ; // ,4, f_4/1--7(_._Business Type PO4/— Address ' 4 l 7/" 3/ License Number C4/ aZ2 ./g/ Contact Person 'DM- ,%KY'ov/ j Phone Number 3 S"z_ 3 Z 7 2_ 4. Company A '6 Zee el_5" /0 d ,,,,, Business Type _ g,„ , : Address ff:D.Bex Zd 2 e-ac%-,-, ,ff 37 License Number 70 T c 7,c� C y Contact Person ,e1 d4,/("-w�rg-t-e Phone Number 7 - — 1 ggg 5. Company Business Type Address License Number Contact Person Phone Number Attach additional sheets if needed. MapIT,by BinaryBus http://www.sagis.org/app/default.htm SAG IS [Color Selection El HELP Property Analysis Tools IN Map Toots jut Q ® i 1 E1 o o e Property Information r La l " 7Ci'n- 1 Email this property °=- u:::ID 16 Name: FORTNER PERB B&KAY * P - 1u5 Property Card Link: CLICK HERE sNA "1 �I� � i Property Address: PALMWOOD CT 000000 tie ~ . '"®" A. Zoning: PUD I 32 - - °.110 , Flood Zone: AE Aldermanic Code: Unincorporated Chatham County ( A t ' F Alt Commissioner Code: Patrick K.Farrell z Phone:355-6699 —� � t`r r Zip Code: 31328 t $ w % w,s, COJRT Neighborhood Code: 41. 5 R."Iiii Al Calculated Acreage: 0.56 -4 xi eye, ssac E-1 Land Value: $1,170,000 i. , � Building Value: $0 r �• r - ". -115E � I 11 a Real-estate Value: $1,170,000 -, -' 1 t Sale Price: $1,200,000 1� p r °Y6 Sale Date: RV� DD/MM/YYW 05/28/2004 Selected Property:4-0002-24-005 I LOT 5 SEASIDE COLONY Legal Description: PH 1 * Property Search Results Market Analysis Results Pro PARCEL ID SEARCH:4-0002-24-005 ■ Information Cill Select the Map option to view property details isclaimer: REC PARCEL# OWNER his website is a public resource of general information. 1 MaP I 4-0002-24-005 ! FORTNER PERB B&KAY K AGIS makes no warranty,representation or guaranty -s the content,sequence,accuracy,timeliness or Records 1 to 1 of 1 ompleteness of any of the database information provided herein.The reader should not rely on the data provided herein for any reason.SAGIS explicitly .isclaims any representations and warranties,including, ithout limitation,the implied warranties of archantability and fitness fora particular purpose.The -ales information provided here is current to December 41,2007.There is not guarantee,direct or implied,as to he completeness,content or accuracy of the data.For he official information please contact the Chatham ounty Board of Assessors. 1 of 1 11/04/2008 9:14 AM Information Only-Not an Official Document hft' ://www.chathamcounty.org/tax.asp?pkey=55840 N0Q4::, Chatham County Board of Assessors Page 1 of 2 4-0002-24-005 Property Record Card Published on 5/22/2008 11:56:19 AM Information Only-Not an Official Document-Tax Year 2008 FORTNER PERB B&KAY K PO BOX 991 TYBEE ISLAND GA *TY97 JACK R HANCOCK P C QUALI ADD CNG PER PO LOT 5 SEASIDE COLONY PH 1** 31328 CARD 6/3/03 APW ADD CHG PER FORM 10/24/05 JLM TY08 DIMENSION CHG 11S 10B 0 PALMWOOD CT Land Value 1,170,000 Misc Value 0 Bldg Value 0 Total Value 1,170,000 Value by Cost-Market Adj Book Page Date QS Sales Price 270P 0277 0504 Q 1,200,000 220H 0018 0301 Q 700,000 181A 0660 0696 U 230,000 Permit No Type Date Amount Appraiser MT Mark Thomas L.Insp Date 05/23/07 Use Code 0006 RESIDENTIAL NBHD 19112.00 S112 SEASI L100 M10013133 • History Values Tax Year Appraised Value 2007 1,170,000 • 2006 1,170,000 2005 1,170,000 1 of 2 11/04/2008 9:14 AM Information Only-Not an Official Document hti://www.chathamcounty.org/tax.asp?pkey=55840 LAND LUSE DESC ZONING UNITS TP PRICE ADJUSTMENT CODE/FACTOR VALUE lil 1 0120 Atlantic Ocean F PUD 1.00 L 900000.00 .00 .00 .00 .00 900,000 2 0120 Atlantic Ocean F PUD 1.00 L 270000.00 .00 .00 .00 .00 270,000 L 2.00 4-0002 -24-005 Page 2 of 2 Reg By: BEN GEIDEL 05/16/08 10:57:53 CHATHAM COUNTY CURRENT 2008 PARCEL SEQ 4-0002 -24-005 001 ADMIN DATA SUMMARY NO. CHARACTERISTIC VALUE DESCRIPTION 01 Light Code 00 0.00 02 Transit Distrlc 0 NO BUS CODE 09 COV. Last Date 06072005 10 COV. Last Value 0001170000 12 COV. Message Cd 17 18 Tax Alloc Dist 000 NO TAD DISTRICT 20 Enterprise Zone 000 NO ENTERPRISE ZONE 2 of 2 11/04/2008 9:14 AM 00'5-.-Az.4,4\ cuF (7 i Al \pr ?,/ Petitioner: Bonnie Gaster for Randolph Bishop Project Name/Description: Variance from Shore Protection Line ordinance for new single family dwelling Property Address: 8 Palmwood Ct., PIN 4-0002-24-005, Zone PUD Zoning Action Requested: Zoning Variance (Section 5-090) At a Public Hearing on April 10, 2008, the Mayor and Council of the City of Tybee Island determined that the findings required by the Code of Ordinances for the granting of a Zoning Variance had been met. The petitioner is hereby granted: Variance from Shore Protection Line ordinance for new single family dwelling. Pe ' ner Date l / / • . n' g, Zoning & Economic Da e Development Dire tor Y(171 yi, or v Date C__16 )-(_' /1/(710e e l7 0e Clerk of Council Da 0. 0 O4 - I0- 0 � *** Mayor Pro Tern Doyle opened the public hearing. Ms. Allen presented a request for Site Plan Approval of a new retail commercial building: Section 5-080; Paul Scarborough / new retail commercial building, 406 First St. - PIN 4-0003-13-020 (C-2 zone): P.C. recommends approval with conditions. Ms. Allen said council had been given a revised site plan addressing the conditions recommended by the P.C. She said by approving the site plan you will be approving variances for a narrower drive isle and parking requirements. Mr. Wolff said since we are allowing you to meet your parking requirement by putting parking spaces in the right of way on Miller that potentially the city will be metering those spaces. Ms. Allen said the city is not allowing the petitioner to count those spaces as part of their parking requirement because those spaces are in the city right of way. Mr. Wolff moved to approve, Mr. Smith seconded and the vote was unanimous. *** Mayor Pro Tern Doyle opened the public hearing. Ms. Allen presented a request for a Zoning Variance: Section 5-090 from Section 5- 010(J), Shore Protection with variance clause; Bonnie Gaster for Randolph Bishop / shore protection line variance for new single family dwelling, 8 Palmwood Ct. - PIN 4-0002-24-005 (PUD zone): Ms. Allen said the PC recommends approval. Ms. Gaster said the petitioner wants to be able to pull back 10 feet from the toe of the dune and build an acceptable house on this property. Mr. Smith moved to approve, Mr. Brewer seconded and the vote was unanimous. *** Zoning Variance: Section 5-090 from Section 3-080, off street parking requirements; Robert Chu / two driveway openings, 5 Palmwood Ct. - PIN 4-0002-24-003 (PUD zone): PC recommends approval. Withdrawn @ staff's request. *** Mayor Pro Tern Doyle opened the public hearing. She read a letter from William Peterson asking council to consider allowing dogs on the beach. The following people addressed council regarding the Dog Park. Chris Garbett: in favor of not moving the Dog Park. Lynn Hamilton: in favor of keeping the Dog Park in Memorial Park. Annie Quinting: in favor of keeping the Dog Park in Memorial Park. Bill Criner: opposed to a Dog Park located on Fort Avenue. Freda Rutherford:concerned with Tybee selling public land. Libby Bacon:encouraged council not to make a decision until their review of the Memorial Park Plan. Page 3 of 6 e D 3 -1V-0 (g' location and has many attributes that worked both in favor of and against it from an R-2 standpoint. Gay said that the highest use for the property was what had been proposed. Anne Miller moved to approve. Demery Bishop seconded. The vote was unanimous. The motion to approve passed and would go before City Council on April 10. Gary Sanders, Ciphers Design Company, represented Paul Scarborough for a Site Plan Approval petition (Land Development Code Section 5-080) 406 First Street, PIN 4-0003-13-020, Zone C-2. The plan was for a new retail/commercial building. Sanders said that it would be connected to the High Tide building. He spoke of one of the biggest challenges being the trees on the property. David Postle said that it appeared there were eight oak trees slated for removal. He said the trees were between 7- and 27- inches in diameter and between 25 and 250 years in age. He asked Sanders the plans to save as many trees as they could. Sanders said that parking drives the size of the development. He said the site was both blessed and cursed with many trees. He counted fifteen trees that they had put parking around. He said that he hated to see anything happen to the 27-inch tree and that with relaxation of the 24-foot maneuvering space needed for parking, they could save the tree and the one behind it. Postle, Sanders, Brannyn Allen, Sandy Chandler, Libby Bacon, John Major, and Chuck Powell discussed trees, greenspace, the parking/drive aisle plan, and the Land Development Code. At Postle's request, Allen agreed to review the parking standards of the Land Development Code. Allen said that should the Commissioners decide to make a motion for approval they could condition it in a variety of ways that would save the trees. Following discussion of possible conditions, Allen said that any variances would be tacitly approved as part of the Site Plan. Powell asked if anyone from the public wished to speak for or against the project. Chandler motioned to approve with the condition of allowing a decrease of up to 3 feet in some sections of the drive aisle width only in an effort to save trees as well as the labeling of the affected parking spaces "for compact vehicle use only." James Boyle seconded. Whitley Reynolds asked if they were being too vague on the motion. After discussion which included the estimated number of remaining parking spaces, the vote on the motion was unanimous. The motion to approve with the conditions of allowing a decrease of up to 3 feet in some sections of the drive aisle width in an effort to save trees and the labeling of the affected parking spaces "for compact vehicle use only" passed. City Council would consider the petition on April 10. Bonnie Gaster represented Randolph Bishop for a Zoning Variance petition (Land Development Code Section 5-090) from Section 5-010(J), Shore Protection with Variance Clause, for 8 Palmwood Court, PIN 4-0002-24-005, Zone PUD. The applicant was requesting a shore protection line variance for a single-family dwelling proposed to be built 10 feet landward of the toe of the dune. The difference between that line and Tybee's line was approximately 15 feet at the widest point and 3-1/2 feet at the narrowest. Whitley Reynolds recused himself because he had worked on the project. Demery Bishop said that there was no relationship between Randolph Bishop and himself. Gaster said the footprint with the Tybee jurisdictional line was almost 50% less than was originally approved. She said it was a planned unit development with an approved footprint that followed the toe of the dune. She requested going by what was recommended by DNR. She said as it was they would only have a 47-foot footprint on the north side. John Major said that the DNR jurisdictional line was more restrictive than the Tybee line and, in the absence of trees and structures, the DNR generally uses ten feet. He said he would not agree with Gaster that it was what DNR recommends; it was what they recommend absent anything else. Gaster agreed. Powell asked if anyone from the public wished to speak for or against the proposal. Sandy Chandler motioned to approve. Anne Miller seconded. Major said that this was one of the lots where Tybee's line was questionable and that what was recommended was reasonable. Reynolds had recused himself and the seven remaining Commissioners voted to approve. The motion to approve passed. The petition would be heard by City Council on April 10. 3 Details https://secure.sos.state.oa.us/myverification/Details.aspx?agency_id=1... °` G Georgia Secretary of State ;i t01‘.. 1%,:p. Karen C. Handel Archives • Corporations • Elections • News Room • Professional Licensure • Securities • State Capitol Licensee Information Name: Marius Archie Turner Address: P. 0. Box 60459 Savannah GA 31420 License Information Profession: Residential/General License No: RLQA000281 License Status: Active Contractor License Type: Residential Light Obtained By Application/Exam From Qualifying Agent Method: Exempt State/Prov: Issue Date: 4/26/2008 Expiration Date: 6/30/2010 Discipline Information No Discipline Information No scanned public board order documents exist. Associated Licenses Relationship:Supervisor Prerequisite Licensee:Marius Archie Turner Prerequisite License:RLQA000281 Association Date:12/18/2006 Expiration Date: Dependent Licensee:Coastline Builders, Inc. Dependent License:RLCO000409 Dependent Status:Active You may close this window to return to your search results Data current as of: October 31, 2008 16:1:18 1 of 1 40/31/2008 4:01 PM ( ( 5 #a? G1E 2, GIA DEPARTMENT OF NATURAL RESOURCES COASTAL RESOURCES DIVISION October 24, 2008 Randolph C. Bishop 14 Cotesworth Savannah, Georgia 31411 RE: Shore Protection Committee Permit#388, Single-family residence, Porches, Landscaping,#8 Palmwood Court, Lot 5, Seaside Colony Subdivision Phase 2,Tybee Island, Chatham County, Georgia Dear Mr. Bishop: The Shore Protection Committee considered and approved SPA Permit# 388 referenced above on October 23, 2008 under the Shore Protection Act O.C.G.A. 12-5-230 et. seq. The pe�i��it placard and permit conditions are attached to this letter. All decision documents (attached), as well as all other plans, documents and materials submitted during the application process become terms of this permit and are now enforceable conditions. You may begin construction as soon as November 22, 2008, provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Permitted Project Description: Construction and maintenance of a single-family residence with porches and landscaping. The footprint including porches and stairs is approximately 3,260 square feet. The residence will be accessed from Palmwood Court by an approximately 1,500 square feet brick paved drive. Parking will be under the building. Approximately 3,093 square feet(15 %) of the state's jurisdictional area will be impacted by the building,porches, stairs and driveway. The landscaping plan includes native vegetation. Sod will be of the Paspalum vaginatum (Seashore Paspalum) variety. Standard and special conditions apply to this permit. Permit and Construction Placards: Enclosed is the permit placard to be posted at the work site (within 24 hours) for the duration of the construction activity. Please note that you will also need to notify the Department when you are within 10-30 days of beginning your project to obtain a separate construction placard. DNR staff will arrange a site visit to confirm the project footprint before construction begins and to initial the construction placard at the identified intervals during the project. This placard will also need to be posted at the site during construction. Post Construction Requirements: Compliance Certification and File Maintenance Also enclosed is a Certification of Compliance that must be submitted to us within 30 days following completion of the permitted activity. Department staff will assess compliance and provide you with a written verification of project completion and compliance. ONE CONSERVATION WAY BRUNSWICK,GEORGIA 31520 (912) 264-7218 FAX: (912) 262-3143 CoastalGaDNR.org Bishop-SPA#388 Permit Approval October 24,2008 Page 2 of 2 This letter and attachments are to be held by you for your files and for inspection by any authorized persons. The expiration date for the permit is five (5)years from the date of issuance. However, no construction may commence within the area of jurisdiction of the Act until the expiration of thirty(30) days following the date of issuance, provided there is no legal appeal of this permit, you have all other necessary federal, state and local authorizations and you have met all of the standard and special conditions as required by this permit. Conveyance of Ownership Interest: If you as the permit holder sell, lease, rent, or otherwise convey the land or any portion of the land for which the permit was issued,you must notify the Department within 30 days of this transfer or conveyance. The permit shall continue in force in favor of the new owner, lessee, tenant, or other assignee so long as there is no change in the use of the land as set forth in the original application. The Department will transfer the permit to the new owner with all of the original telilis and conditions. We ask that you carefully read through this document and attachments and comply with the terms and conditions of this permit. Feel free to contact Ann Thran at(912) 617-6310 if you need clarification of any of these conditions or for assistance with this project. Sincerely, Brad Gane Assistant Director Ecological Services Section Enclosures: SPA Permit# 388, Permit Conditions, Compliance Certificate cc with approved permit drawings: Brannyn Allen City of Tybee Planning and Zoning Chuck Bargeron, City of Tybee Mat Turner, Coastline Builders BG/AT GEORGIA DEPARTMENT OF NATURAL RESOURCES COASTAL RESOURCES DIVISION CERTIFICATION OF COMPLIANCE FOR THE CONSTRUCTION AND MAINTENANCE OF PROJECTS PERMITTED UNDER THE SHORE PROTECTION ACT PERMITTEE: Name: Randolph C. Bishop Address: #8 Palmwood Court City or Town: Tybee Island, Georgia Waterway or Island: Atlantic Ocean County: Chatham Permit Number: SPA # 388 Within 30 days of completion of the activity authorized by this permit, sign this certification and return it to the Habitat Management Program of the Ecological Section at the address listed below. Please note that your permitted activity is subject to compliance inspections by DNR representatives before and after completion of the project. If you fail to comply with the permit terms and conditions it may be subject to suspension, modification, or revocation. Permittee Statement "I hereby certify that the work authorized by the above referenced permit has been completed in accordance with the terms and conditions of the said permit. " Signature of Permittee: Date: ONE CONSERVATION WAY BRUNSWICK,GEORGIA 31520 (912) 264-7218 FAx: (912) 262-3143 CoastalGaDNR.org Gi5içiA DEPARTMENT OF NATURAL RESOURCES COASTAL RESOURCES DIVISION Shore Protection Committee Permit #388 Finai Conditions October 239 2008 Randolph C. Bishop Single-family residence, porches and landscaping #8 Palmwood Court, Lot 5, Seaside Colony Subdivision Phase 2, Tybee Island, Chatham County, Georgia Project Description: Construction and maintenance of a single-family residence with porches and landscaping. The footprint including porches and stairs is approximately 3,260 square feet. The residence will be accessed from Palmwood Court by an approximately 1,500 square feet brick paved drive. Parking will be under the building. Approximately 3,093 square feet(15 %) of the state's jurisdictional area will be impacted by the building, porches, stairs and driveway. The landscaping plan includes native vegetation. Sod will be of the Paspalum vaginatum (Seashore Paspalum)variety. Standard and special conditions apply to this permit. SHORE PROTECTION ACT O.C.G.A. & 12-5-230 STANDARD PERMIT CONDITIONS 1. The project must comply, as applicable, for areas permitted herein, with all other Federal, State, and local statutes, ordinances, and regulations, and the applicant must obtain all licenses and permits prior to commencement of construction. 2. This permit does not resolve actual or potential disputes regarding ownership of or rights in or over the property upon which the subject project is proposed, and shall not be construed as recognizing or denying any such rights or interests. 3. All plans, documents, and materials contained in this permit application, required by the Shore Protection Act O.C.G.A. 12-5-230 et. seq. are a part of this permit and conformance to such plans, documents, and materials are a condition of this permit. No change or deviation from these plans, documents, and materials shall be permitted without prior notification and approval by the Department or Committee. 4. No further encroachment or construction shall take place within State jurisdiction, except as permitted by the Shore Protection Committee. Any modification of the plans or structure in the jurisdictional area must be reviewed and approved by the Department prior to construction. 5. A construction placard will be required to be obtained from the Department up to 30 days prior to the start of project construction and must be posted at the site. This placard will include certain steps in the construction of the permitted project that must be approved by the Department prior to construction. ONE CONSERVATION WAY BRUNSWICK, GEORGIA 31520 (912) 264-7218 - FAX: (912) 262-3143 CoastalGaDNR.org Bishop-Final Permit Conditions SPA#388 October 23,2008 Page 2 of 2 6. The exact location and configuration of this project must be reviewed onsite and approved by Department staff immediately prior to beginning construction. Minor changes to the location may be allowed or required in areas that have eroded or accreted subsequent to the original jurisdictional determination. 7. No construction materials maybe disposed of in the jurisdictional area of the Shore Protection Act. 8. Any incidental impacts associated with the construction of this project must be rectified by restoring areas to their pre-construction topographic and vegetative states. 9. The public shall maintain rights of ingress and egress on the foreshore beach area seaward of the ordinary high water mark. 10. If the permitted improvements are damaged, fall into disrepair, become dilapidated, are not meeting their expected usefulness, or are not maintained at a serviceable level, then it is the responsibility of the owner to remove the improvements. A new permit will be required to retain and repair the structure, improvement or asset if it loses its structural integrity and is no longer serviceable. 11. The Shore Protection Committee is not bound in the future to protect any asset or improvements authorized by the permit. 12. The permit must be posted onsite within twenty-four(24)hours of beginning construction. 13. A copy of the above conditions must be supplied to the person in charge of construction. SPECIAL CONDITIONS: 1. A landscape plan must be provided to the Department for approval prior to installation. Landscaping will consist of native species and shall not change the jurisdiction of the Shore Protection Act in the future. 2. Should the dunes shift landward,which is considered a natural function of the sand sharing system, every effort must be made to protect the dynamic area. 3. During construction,no materials or equipment can be stored in the dune area. During construction, silt fence must be placed landward of the existing dune to clearly delineate the dune area in which no impacts are permitted. 4. All proposed driveways must be constructed of pervious materials. 5. In order to minimize the disruption of nesting activity from artificial lighting from the subject parcel, the permit must comply with the attached conditions entitled, "Shore Protection Act O.C.G.A. § 12-5-230 SPECIAL Permit Conditions Regarding Artificial Lighting Specific to Sensitive Sea turtle nesting areas"in developing a lighting plan for the subject parcel. 6. Prior to construction, the lighting plan for the subject parcel must be approved by the GA DNR Nongame Conservation Section. 7. Permittee must provide a post-construction survey to the Department within thirty days of completion of the project. Landscaped trees will not change the Shore Protection Area jurisdiction and must be noted as landscaped on the post construction survey. The survey must be performed by a surveyor registered in the State of Georgia and must comply with appropriate professional industry standards. GEORGIA DEPARTMENT OF NATURAL RESOURCES COASTAL RESOURCES DIVISION SHORE PROTECTION ACT O.C.G.A. §, 12-5-230 SPECIAL PERMIT CONDITIONS REGARDING ARTIFICIAL LIGHTING SPECIFIC TO SENSITIVE SEA TURTLE NESTING AREAS I. To protect sea turtles from the adverse effects of artificial lighting, provide overall improvement in nesting habitat degraded by light pollution, and increase successful nesting activity and production of hatchlings, illumination of the beach from the subject parcel is prohibited at nighttime during the nesting season for the protection of nesting females, nests, and hatchling sea turtles. II. Lighting may be operated during the sea turtle nesting season only under the following conditions: 1. Artificial light fixtures shall be designed and positioned so that: (a.)The point source of light or any reflective surface of the light fixture is not directly visible from the beach; (b.)Areas seaward of the frontal dune are not directly or indirectly illuminated; and (c.) Areas seaward of the frontal dune are not cumulatively illuminated. 2. Exterior artificial light fixtures within direct line-of-sight of the beach shall be designed and oriented such that: (a.)Fixtures are completely shielded (b.)Full cut-off design (c.)Oriented in a downward direction 3. Decorative exterior artificial lighting not necessary for safety is prohibited, to include the following, unless a determination is made that any such lighting is necessary for safety, in which case turtle friendly lighting as specified in(4, 5)below must be used: (a.)Pond lights (b.)Uplights (c.)Dune walkover lights (d.)Tree-strap downlights 4. The only lamps/bulbs or other light sources that may be used in exterior light fixtures include: (a.)Low pressure sodium (LPS, 18w, 35 w) (b.)Amber or red LED (greater than 580 nm) ONE CONSERVATION WAY BRUNSWICK, GEORGIA 31520 (912) 264-7218 FAX: (912) 262-3143 CoastalGaDNR.org Special Permit Conditions Regarding Artificial Lighting Specific to Sensitive Sea Turtle Nesting Areas Page 2 of 3 (c.)Turtle Safe Lighting, Inc. coated, compact fluorescent (CF) lamps (maximum 13 watts) (d.)True red neon (e.)Other lighting sources that produce light of 580 nm or longer wavelength. 5. Exterior lights used expressly for safety or security purposes shall be limited to the minimum number and configuration required to achieve their functional role(s) and must comply with conditions (1-11). Motion detector switches that keep lights off except when approached and that switch lights on for the minimum duration possible are preferred. 6. The use of private balcony lights must be minimized and may only be used for safety and security purposes, and in conformance with conditions (1-11). 7. Only low intensity lighting shall be used in parking areas within line-of-sight of the beach, and shall be: (a.)Set on a base which raises the source of light no higher than 48 inches off the ground (b.)Positioned or shielded so that the light is cast downward and the source of light or any reflective surface of the light fixture is not visible from the beach and does not directly or indirectly illuminate the beach. (c.)Bulbs used in parking area fixtures must comply with section(4) a-e. 8. Parking areas and roadways, including any paved or unpaved areas upon which motorized vehicles will park or operate, shall be designed and located to prevent vehicular headlights from directly or indirectly illuminating the beach. 9. Vehicular lighting, parking area lighting, and roadway lighting shall be shielded from the beach through the use of ground-level barriers. Ground-level barriers must not interfere with marine turtle nesting or hatchling emergence, or cause short- or long- term damage to the beach/dune system. 10. Swimming pool and pool deck lights shall be turned off when the pool is closed unless required for safety and security, in which case such lights must conform to condition(5). 11. Tinted glass shall be installed on all windows and glass doors of single or multi-story structures within line-of-sight of the beach. III. Following are Definitions as used in the above conditions: 1. "Artificial light" or"artificial lighting"means the light emanating from any human- made device. 2. "Beach"means the zone of unconsolidated material that extends landward from the ordinary low water mark to the line of permanent vegetation. 3. "Cumulatively illuminated"means illuminated by numerous artificial light sources that as a group illuminate any portion of the beach. 4. "Directly illuminated"means illuminated as a result of glowing element(s), lamp(s), Special Permit Conditions Regarding Artificial Lighting Specific to Sensitive Sea Turtle Nesting Areas Page 3 of 3 globe(s), or reflector(s) of an artificial light source, which is visible to an observer on the beach. 5. "Dune"means mounds of sand deposited along a coastline by wind action, which mounds are often covered with sparse, pioneer vegetation and are located landward of the ordinary high-water mark and may extend to the tree line. 6. "Frontal dune"means the first natural or man-made mound or bluff of sand which is located landward of the beach and which has sufficient vegetation, height, continuity, and configuration to offer protective value. 7. "Ground-level barrier"means any vegetation, natural feature or artificial structure rising from the ground,which prevents beachfront lighting from shining directly onto the beach-dune system. 8. "Hatchling"means any species of marine turtle, within or outside of a nest that has recently hatched from an egg. 9. "Indirectly illuminated"means illuminated as a result of the glowing element(s), lamp(s), globe(s), or reflector(s) of an artificial light source, which is not visible to an observer on the beach. 10. "Sea turtle"means any marine-dwelling reptile of the families Cheloniidae or Dermochelyidae found in Georgia waters or using the beach as nesting habitat, including the species: Caretta caretta (loggerhead), Chelonia mydas (green), Dermochelys coriacea (leatherback),Eretmochelys imbricata (hawksbill), and Lepidochelys kempi (Kemp's ridley). For purposes of this rule, sea turtle is synonymous with marine turtle. 11. "Nest"means an area where sea turtle eggs have been naturally deposited or subsequently relocated. 12. "Nesting season"means the period from May 1 through October 31 of each year. 13. "Nighttime"means the locally effective time period between sunset and sunrise. 14. "Tinted glass"means any glass treated to achieve an industry-approved, inside-to- outside light transmittance value of 45% or less. Such transmittance is limited to the visible spectrum (400 to 700 nanometers) and is measured as the percentage of light that is transmitted through the glass. Georgia Shore Protection Committee PERMIT Issued Pursuant to 0.C.G.A. 12-5-230 To: Randolph C. Bishop For: Construction and maintenance of a single-family residence with porches and landscaping. The footprint including porches and stairs is approximately 3,26o square feet. The residence will be accessed from Palmwood Court by an approximately 1,500 square feet brick paved drive. Parking will be under the building. Approximately 3,093 square feet (15 %) of the state's jurisdictional area will be impacted by the building, porches, stairs and driveway. The landscaping plan includes native vegetation. Sod will be of the Paspalum vaginatum (Seashore Paspalum) variety. Standard and special conditions apply to this permit. Date: October 23, 2008 i<ce cper°4, Expiration T �`�+�► ,r o xpiration Date: October 23, 2013 i H o „L4040,11: 4`�° - ,% Permit Number: 388 \‘‘‘‘. 7 7�% Authorized By: GEORRIA DcPUCmeai of Natural Ruoum For further information, please contact the DNR Coastal Resources Division at (912) 264-7218 Coastal Resources Division 8 PALM`'''./OOD COURT LOT 5 m TYBEE ISLAND COAST=:UCTh oN OF A SINGLE FAMILY i?ESI PENCE PROJECT DESCRIPTION AND DETAILS: The project is located on lot 5, Seaside Colony Phase 1,PIN# 4-0002-24-005, known as 8 Palmwood Court, Tybee Island, Chatham County, Georgia. The lot is situated on the east side of Waterside Walk and is the second fot from the ocean. The total lot area is 23,786 S.F. and about half is seaward of the DNR flagged Toe of Dune Line. The lot also has two recorded egress easements that are 20 FT.wide on the north and south sides. The north easement is a utility easement. The north side easement allows access to lot 12 and the south side easement allows access to lot 4 and existing neighborhood boardwalk. The proposed project will be a single family two story residence with parking below the living area. Entrance to the property will be by means of a porous brick paver driveway from Palmwood Court.The driveway will be a kept to an approximate length of 60 FT. The building footprint dimensions are 60 FT. X 98 with an 18 X 30 Cut Out for a total of 5,340 S.F. and the driveway is 25FT. X 60 FT for a total of 1,500 S.F. The total area needed for construction of building and driveway is 6,840 S.F. which is approximately 28% coverage of the total lot size. % The area needed for clearing and excavation is approximately 7,000 S.F. After construction is complete, all building setback areas will be landscaped with plants that are compatible to the area. Basic construction methods will be concrete footings and pier foundations with wood framing above. Exterior finishes will be painted fiber cement siding to emulate wood on living area with stucco on the lower enclosed paring area. The major roof area will be asphalt architectural grade shingles with metal standing seam on flatter covered porch areas. During construction, no material or equipment will be allowed in or near the dune area. Erosion control will be maintained by the use of silt fencing around the construction project. All construction methods and material will meet or exceed local and state building codes along with FEMA regulations. ALTERNATIVES CONSIDERED: Due to the constraints of remaining behind the toe of the dune, the side easements, and the encroaching circle of the paved street, there really were no alternatives that would fit on these confinements. LANDFILL/HAZARDOUS WASTE: We have not found any evidence that this property was ever used as a land fi • • 41f°h I waste site. See attached letter from city zoning administrator. PAGE 1 Owner—Randy Bishop PIN 4-0002-24-005 MAY 2 1 23GB i i _ 2 t? co m l —1 1 \ t_ci.xa\ki OX-0/\ \ C e- 61-C Jo/ N I k... ....... -'0,,NIL ---„. 1 \ A 0 '' 7qL� `l\ ti _ �� ,p R I y- 1 1 c 11i / /f ff ' ' I'. gi • �Jr`�//v 4 { i \ 1. „ Ai! ',14/O'''''.*//-//' 1 1 r \ 18\7-\--\ay\-)-i,c_, R .4, itfl 11 ./.7,,y,,,..?4, of0&.... 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I f1 I 10 Wue myrtle/mYMm cWiva #> A yI'yAd o1J }I.a L.L.'-(-- J A 3 Bm�rynr�ry/ullwln.�wiemn m Z6 Md 080a/MWabeh0t, 1lWlc m 20 07011<2100/111016223A0 hvta pt(Bhrp-ryW Sawa Us..vine/6700ci001emp22v1200 m I I U turf arw Pplm pas) V'' i a .f,,,0,14i..-( br4n45 (1.ore:all Plon,matmml natl.to Costal 6.000) 4 l' i 1 i 4,'d • .I'4n92ELr�!rmLM ci�i l •i` A ' \ I 4..4„.,,v4„.,,v ,... rA,M 1 r P Ix o. w �r�r, t r ,F- I 12 41 h>E_HI:a• -i 7'HdH:L( /.Ico55 '. fi 1Z < , .� ._.L:o1' 1 ./1',''1\ A \�1 2£?. ,y )c) l a_<r-t.—-A,E, .1.•LI A 1L.: .,6'..12,-. '.. i1.14 n..I','t'd l=-wrtk.l CB Ir ■ YY�t _ 4- at 2 N Y o \. .. I.l'�C.nd-rf---Wor=4e•( —,-- _,- � .'.. � .r. a ,.v .yr- I' 3&MUI� — t�� c 1 VINE 1 ----r I c44*EL. lydfrt�. ° a IQ"-RV-1144' WI1, 1 6 rt.LA 2E4, T.OI.GA W f?6L1-IR d J ('A.6 G1.Jh1. surf -. ... 1 i _—,:1,,'vpx d11'?('Rr!1P60•`( 1,. 6177L VoLM - - 1 lr . A,wry ` ';: iii 'l�~;t/-si r __1_ -- 1- \ '� . :;:: `.a,. . . _._ -rx\gradi.�,,.,,J ,a4kK _ „_: .......... -- a .1_____4._ \ c / \ t I c \\--2',,,,a,-, rt1He-iv --_ � .e.,., I'.a.q, ` Z l— I r t a�.-tY rhr K'f — u`— ��T © 5' 80. 2r,' "4e, II . o -N-77 EORGI Coastal Resources Division MEMORANDUM RECEIVED TO: Mat Turner, Coastline Builders PO Box 60459 Savannah, Georgia 31420 F4:OM: Ann Thran, Department of Natural Resources Phone 912-617-6310 RE: Shore Protection Act Permit Application, Bishop, Construction of Residence with Porches, Driveway and Landscaping, Atlantic Ocean,Tybee Island, Chatham County, Georgia DATE: September 19, 2008 Comments were received concerning the above referenced project. Please respond in writing to the concerns and copy the Department of Natural Resources. Both the comment letter and your response letter will be forwarded to the Shore Protection Committee when this permit is evaluated. Please feel free to contact me if I may be of any further service. Yours truly, .7 Ann Thran Habitat Management Ecological Services Section Cc: Diane Schleicher, City of Tybee Brannyn Allen, City of Tybee PO Box 2749 City of Tybee Island, GA 31328 Walter Beeson, Seaside Colony Home owners Association Georgia Department of Natural Resource,' • Coastal 1Cesoll ce- Di ision One Conservation Way * Brunswick,. Georgia 31520 T;1.: (912) 264-7215 ® FAX: (912) 262-V143 e WEB: http://crd.drur.state.ga.us SEP-19-2008 01:59P FROM:TYBEE ISLAND REALTY 912 786 6122 TO:99127562561 P.1 COG DELL & MENDRALA A R C H I T E C T S P C 517 East Congress Street (912)234.6318 Savannah, Georgto 31401-2805 FAX(912)236-8414 Review Comments-September 3,2008 Lot 5- Seaside Colony Tybee Island, GA 1. The design does ngt meet the development covenants with regards to the following: a. The house is over the maximum buildable area of 5000 square feet.Note that the maximum of 4000 square feet may be adjusted by the review board for ocean front lots, but no formal approval has yet been considered. b. The house does not fit within the building setback lines as outlined in the covenants.The front setback along the"boardwalk"should be 52 feet with the first 8'of this facade to be a covered porch area.The rear yard setback should be 25 feet,and the setback from the property line shared with lot 6 should be 15 feet.Currently the home is substantially over the buildable area of the lot. 2. The design does not meet the Architectural Code as follows: 1) The ground level design is shown as stucco. The infill between the piers is required to be of an appropriate wood or lattice material.The garage doors should be styled in the same infill treatment. 2) Fenestration does not in all cases meet recommended prototype of a vertically proportioned double hung window with the 1.5 to 1 height to width proportion. 3) The site plan should be at an appropriate scale so that the dimensional relationships between the house and the property lines can be ascertained. I recommend at least a 1" 10 ft scale.The service yard is not shown on the site plan,and should be indicated. The site plan does not include elevations,which are needed to verify that the 35' height restriction from grade can be accomplished. 3. Additional Concerns: 1. The landscape plan indicates plants such as yaupon holly,eastern red cedar and wax myrtle that would grow in such a way as to block the views through the view corridor as required by the covenants and guidelines. End of Comments John S.Mendrala Jr. Al A,LEED AP 117. -r aw CEdRèiA Coastal Resources Di,isie,�i Thblic Notice August 15, 2008 Randolph C. Bishop Single-Family Residence Tybee Island, Atlantic Ocean, C Tatham County This serves as notification from the Shore Protection Committee and the Georgia Department of Natural Resources' Habitat Management Program of a request from Randolph C. Bishop for a Shore Protection Act Permit under Official Code of Georgia Annotated (O.C.G.A.) 12-5-230 et. seq. to construct and maintain a single- family residence on Lot 5, #8 Palmwood Court, Seaside Colony Phase 2, Fort Screven Ward, Tybee Island, Chatham County, Georgia. The applicant proposes to construct and maintain a single-family residence with porches, stairs and a driveway in the state's shore jurisdiction. The dune system in this area is stable although scarping is seen on the wet sand beach. The proposed structures are approximately 10 feet landward of the most landward dune and approximately 240 feet landward of the ordinary high water mark. The lot is approximately 23,786 square feet with approximately 20,542 square feet located in the state's jurisdiction. The building footprint including porches and stairs is approximately 5,340 square feet. The residence will be accessed from Palmwood Court by an approximately 1,600 square feet of brick paved drive. Parking will be under the building. Approximately 3,903 square feet (19 %) of the state's jurisdictional area will be impacted by the building, porches, stairs and driveway. The lot has been previously maintained by mowing. Little natural vegetation exists at this time. The landscaping plan includes native vegetation. Sod will be of the Paspalum vaginatum (Seashore Paspalum) variety. Drainage will be directed away from the dunes. No construction or landscaping is proposed in the dune areas. During construction no materials or equipment will be stored in the dune area. Access to the beach will be via an existing shared dune path. No new crosswalk from this property is proposed. It is the responsibility of the applicant to demonstrate that the project is not contrary to the public interest and that no feasible alternative sites exist In passing upon the application for a permit, the permit-issuing authority shall consider the public interest which for purposes of this part shall be deemed to be the following considerations: (1)Whether or not unreasonably harmful, increased alteration of the dynamic dune field or submerged lands, or function of the sand-sharing system will be created; (2)Whether or not the granting of a permit and the completion of the applicant's proposal will unreasonably interfere with the conservation of marine life, wildlife, or other resources; and (3)Whether or not the granting of a permit and the completion of the applicant's proposal will unreasonably interfere with reasonable access by and recreational use and enjoyment of public properties impacted by the project. A detailed public notice with drawings has been distributed and is available by visiting the Division's website: http://crd.dnr.state.ga.us/ under "Permits and Public Notices" or by calling Ann Thran at (912) 617-6310. Please provide this office with substantive, site-specific comments as to why the proposed work should or should not proceed. Comments and questions concerning this proposed project should be submitted in writing by the close of business on September 14, 2008 to Ann Thran, Department of Natural Resources, 185 Richard Davis Drive, Suite 104, Richmond Hill, Georgia 31324. s:27PWi 9A2. 9$ 445()i SS-N7 ��+: i J 0 „'0' ------mf- Iti 13. 9 /`. x.11 / \- ' \ ' 1° d (.2,4. .." .-- \s/ . - //'''' 4::,, ,,::;/' ,/'----*'--1 40°)" ------\ k,s co ,4 \,_____ tt. .' `t.; ;. C7 1� rA �pk �l \DI ------ril m I- 0100.-------0,01.°: ilt;141.1%111111,..-- - II -----*-- 1 y `� -.... . ti �~ .t 6 '. 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(0-26-0 g PO Box 60459 Savannah, Georgia 31420 RE: Shore Protection Permit Application, Randolph Bishop, Construction and Maintenance of Single-Family Residence, Driveway and Landscaping, Lot 5,#4 Palmwnnd Court,Seaside Colony Subdivision, Phase I,Screven Ward,Tybee Island, Chatham County, Georgia Dear Mr. Turner, Thank you for the application materials received May 21,2008 for the proposed construction and maintenance of a single-family residence. Staff has reviewed the application. To date, our tiles contain the following items: 1. A signed application; 2. Adjoining Landowner addresses; 3. A brief description of the proposed project; 4, Justification of why the project should be permitted; 5. Scale drawings of the proposed project; 6. A statement regarding alternatives to the proposed project; 7. An application fee; 8. Hazardous waste statement; 9. A designation of agent; 10. A public interest statement; 11. Materials and Method of construction and access that will be used; 12. Stu-vcy depicting the Shore Protection Act Jurisdiction Line, Toe of the most Seaward Dune,Toe of the Landward Dune and Ordinary Iligh Water Mark. In addition, please send the following application materials so that we may further evaluate your application request. 1. Drawings on a R '1/2" x 11" or 11" x 17"paper; 2. Signed drawings by a certified architect that the project is designed according to applicable hurricane resistant standards; Georgic, Deportment of NotorAl Resources • C:oastal Resource t)ivision One C:onservation Wt,y • Brunr,�vick, Georgia 31521.1 TFi.: (9 12)261-721S • FAX: (912)262-3143 • Wr:1B:hill?://erd.itnr.statc.t;a.ul; JUN-25-2008 08:57 912 598 4450 95% P.01 SENT BY: ; 912 598 4450; JUN-26-0B 8:53AM; PAGE 2/2 • Bishop Letter of Response June 13, 2008 Page 2 of 2 3. A deed; 4. A plat; S. An up to date letter from the local zoning authority stating that the proposal is not in violation of any zoning laws or ordinances. This letter is specific to the project and not conditional in any way, 6. Signed drawings from the local zoning authority; 7. Landscape plan to include a list of native vegetation to be used. Thank you-for your patience and understanding, as we consistently have a large volume of requests pending. Please feel free to contact me at 912-617-631(1 if I can be of further assistance. Sincerely, 144-- 0 1- 1 . 0 8 A se4 r Ann Thu-an b Q: ^� p lab-%S w�.t coped Permit Coordinator Habitat Management ham . Sq.Q w,P�d` C/o_ ci Q K i I N 9T TsSkjeci +°r COOKS*r 9v. kR -c-Pr C.l ere t,✓G h `F"O f O,-4-4 AA,- e.Ot.S Les Do 1 cler.s (Cie. a'f-a . 07- 8 es-0 JUN-26-2008 08:57 912 598 4450 93% P.02 Dianne Otto From: Dianne Otto Sent: Monday, June 23, 2008 1:08 PM To: 'matturner @hargray.com' Subject: zoning letter Attachments: 08062313560_1.j pg See attached. Dianne K. Otto City of Tybee Island Zoning Specialist dotto@cityoftybee.org Phone:(912)786-4573 ext. 114 Fax: (912)786-9539 1 Dianne Otto From: Dianne Otto Sent: Monday, June 23, 2008 11:59 AM To: 'matturner @hargray.com' Subject: 8 Palmwood Ct. Attachments: 08062312480_1.jpg; 08062312481_I.jpg See two attachments. Dianne K.Otto City of Tybee Island Zoning Specialist dottoCJcityoftybee.org. Phone:(912)786-4573 ext. 114 Fax:(912) 786-9539 1 MAYOR -F u CITY MANAGER Jason Buelterman o Diane Schleicher +Y CITY COUNCIL -, CITY CLERK Wanda Doyle,Mayor Pro Tern Vivian Woods Charlie R.Brewer Barry Brown ' 7 CITY ATTORNEY Eddie Crone 't Edward M. Hughes Dick Smith 7bo��'� Paul Wolff CITY OF TYBEE ISLAND June 23, 2008 Mr.Matt Turner Coastline Builders,Inc. P.O.Box 60459 Savannah,Georgia 31420 RE: 8 Palmwood Court,Tybee Island,Chatham County,Georgia Dear Mr.Turner: This letter is to inform you that the proposed construction of a residence within the footprint shown on the attached site plan does not violate any zoning laws of the City of Tybee Island. This finding is based upon the variance approval by the Mayor and City Council to build beyond the Tybee Shore Protection Line. This variance was approved at the City Council meeting on April 10,2008,based upon the attached site plan and will expire one calendar year from the date of approval. Should you have any questions,please feel free to contact me at 912-786-4573 ext. 107. Sincerely, _ �k4 Brannyn Allen Director of Planning and Economic Development Enclosure(1) P.O.Box 2749—403 Butler Avenue,Tybee Island,Georgia 31328-2749 (866) 786-4573—FAX(866) 786-5737 www.cityoftybee.org MAYOR EE CITY MANAGER Jason Buelterman Q ) Diane Schleicher CITY COUNCIL ''"`' CITY CLERK Wanda Doyle,Mayor Pro Tem r Vivian Woods Charlie R.Brewer •,r Barry Brown CITY ATTORNEY Eddie Crone ' Edward M.Hughes Dick Smith r , L°C[tYal ' Paul Wolff CITY OF TYBEE ISLAND June 23, 2008 Mr. Matt Turner J.T.Turner Cons ction Co.,Inc. P.O. Box 6190 Savannah,Georgia ':1414 RE: 8 Palmwood Court,Tybee Island, Chatham County, Georgia Dear Mr.Turner: This letter is to inform you that the p'.posed construction of a residence within the footprint shown on the attached site plan does not violate any sning laws of the City of Tybee Island. This finding is based upon the variance approval by the Mayor and City ouncil to build beyond the Tybee Shore Protection Line. This variance was approved at the City Council meeting o April 10,2008,based upon the attached site plan and will expire one calendar year from the/date of approval. Should you have any quystions,please feel free to csntact me at 912-786-4573 ext. 107. N Sincerely, /0/k 0 Brannyn Allen Director of Pl. i'i g and Economic Development Enclosure(1) P.O.Box 2749—403 Butler Avenue, Tybee Island,Georgia 31328-2749 (866)786-4573—FAX(866) 786-5737 www.cityoftybee.org GENT BY: ; 912 598 4450; JUN-5-08 8:13PM; PAGE 2/3 96/95/2008 15:40 912352923 BURROUGHS HEATING c PAGL. 01 Jab: I Se tdR Colony 1s4 F... „ �,r, Project Summary ,k,,, ,z �,.,.' Entire Hau�ce ay: St /rhea Roberts ”.' Burroughs Heating &NC Inc. i 1 Pr1o'6 t Ih ormation � , �� 1 ' � , ' // 4 - Notes:Por, tar.Bishop (c l 1 et .5 9 Pahnwood Cout,� �k >Ind,GA 31325 i1 I I Deli,n information , ' ' t Weather; Savannah,GA,US inter Design Conditions Summer Design Conditions ID ., .• 1 °F O Inside •y; 70 °F inside �Fa 75 bF Design I 40 °F Design TD 18 °F Dairy range M ' Relative humidity 50 % Moisture dilrerence 46 grub E Heating Summary Sensible Cooling Equipment Load Sizing t stn, 23680 Btuh Structure 19775 Btuh Ducts ; 10850 Bbd Ducts 12938 Bbih Centro nt(69 Om) 3023 Birk Central vent(199 elm) 1369 Btub Humid' ..lion 0 mull Blower 0 Btuh Pipk+g 0 Btuh Equ r. . load 37554 Mull Use manufacturer's cfar, n Rate/swing muttiipher 0.98 infiltration Equipment sensible load 33468 Stub , Metho. Simplified Latent Cooling Equipment Load Sizing Firegle,~�: e Y Average Structure 1870 Ertuh Ducts 2765 Heating Coolinng Central vent(69 dm) 2221 Btuh Alum: 1 21704 21704 Equipment latent toad 8856 Btuh Air the , •&Jhour 0.32 0.15 Equipanent total bad 40324 Rtub Equiv. ' (cfm) 115 58 Rag.total capacity at 0.70 SHR 4.0 ton H,4ting Equipment Summary Cooling Equipment Summary Make I Bryant Make Bryant Trade 1 Evolution 18 Puree HP Trade Evolution 18 Puron HP Model , 288ANA044-B Gond 288ANA048-8 Coil FE4ANB005+4 UI Effiele t 9.1 HSPF Efficiency 16.4 SEER Heath. put Sensible cooling 32200 t3tub r Hea 1.1.4 48000 Btuh @ 47°F Latent onul •lg 13800 Btuh Temp: • . time 29 °F Total cooling 46000 etuh Actuai flow . 1533 cfm Actual air flow 1533 cfrn Air •. ctor 0.044 cfm/Btuh Air how factor 0.047 cfmi'etuh Static . .:: 0.00 in 1420 Static pressure 0.00 in H2O Space •rmostat Load sensible heat ratio 0.63 1 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. Cib r�ar,tscft CankAt3titlderbyWAQrtrrorr6.U/17RSRBRY470+r Yo09vun-05 Ist0136 ACCA C:uAy t), ufr�erastBlTan584hop.rro C.IC a 14J0 Odentate°-NW PIpO 1 ■ JUN-85-2088 16:58 912 598 4458 96% P.02 SENT BY: ; 012 590 4450; JUN-5-08 13:13PM; PAGE 3/3 06/05/2888 15:48 91235292' BURROUGHS HEATING PAGE 03 - ■ i Pro-eat,Information ' ,, 1 I rl Ii ,, For: Dr.Bishop 8 Paimwvaud Count,Tybee island,GA 31325 ' Notes: Main Floor Desi•n Information ' '11 Weather: Savannah,GA,US • nter Design Conditions Summer Design Conditions outsi.. db 30 °F Outside db 93 1 Inside , 70 °F Inside db 76 °F Design • 40 °F Design TO 18 °F Dally range M Retative humidity 50 % Moisture difference 48 grub Heating Summary. Sensible Cooling Equipment Load Sizing 30719 Btiuh Structure 19447 Btuh Ducts 13608 Bhall Ducts 16393 Btuh Central L nt(71 cfm) 3141 Btuh Central vent(71 cfm) 1422 Btuh H pi • .• •'on 0 Btuh Blower 0 Btuh Egcip load 47668 Bte.t► Ilse marwrfact. (s data n Rate/swing multiplier 0.98 Infiltration qulpment satiable load 36591 Btuh Metho, Simplified Latent Cooling Equipment Load Sizing Con • on quality Average WI truclure 1963 h FUepla, pct 3558 Btuh Heating Cooling Central vent(71 cfm) 2307 huh Area('•)c 2808 2849 Equipment laturt load 7808 Btuh Volum- 22472 22472 Air cha • : 4 0.32 0-16 Equipment total load 44399 BWh Equiv. IF(elm) 120 60 Req.total capacity at 0.70 SHR 4.4 ton H ating Equipment Summary Cooling Equipment Summary Make ' Bryant Make Bryant Trade Evolubon 18 Puron HP Trade Evolution 16 Puron HP Model 268ANA060-B Cond 288ANAO60-8 Coll FE6ANB0D4-*Ul Efficie 9,1 HSP'F Efficiency 15.5 SEER HealI , • Sensible cooling 40250 Stun Heat 0. + 4'ut 59000 Btuh iig2 47°F Latent cooling 17250 gbh Tempo : e rise 28 °F Total cooing 57S00 Btuh Actual .4 flow 1917 cfm Actual air flow 1917 cfm Air flow -ctor 0,043 cfm/Btuh Air flow factor 0.053 cfmtHtuh Static • e 0.00 in H2O Static presecrre 0,00 in H2O Space 4 rmostat Load sensible heat ratio 0.83 Printout certified by ACCA to meet all requirements of Manuel J 8th Ed. -�4A- c.•a+c cameo eollderoyWnptrtcutt6,,0.117 RSRBR47011 :008-Jun-os 1e 1B'02 C:1My nt•IBryarlptllsfOp.m) Calc•MJ6 animation=NW Pape I JUN-05-2008 16:58 912 598 4450 95% P.03 06/05/2608 15: 36 9123529239 BURROUGHS HEATING AC PAGE 02 ! I Project Summary eas Job: 6 Side colony 1st F... Date: Jun 05 2008 rtrtau{� Entire House $y: stephere Roberts Burroughs Heating &NC Inc. Pro'ect Information � , For: Dr_ Bishop 1 i 8 Palmwood Court,Tybee Island,GA 31328 If { f Notes: /$ - Desi±n Information Weather: Savannah,GA, US inter Design Conditions Summer Design Conditions Outsld 30 °F Outside db °F Inside 70 °F inside db 75 °F Design 40 °F Design TO 18 °F Daily range M Relative humidity 50 % Moisture difference 48 gr/lb I Heating Summary Sensible Cooling Equipment Load Sizing Struetu •i 23680 Btuh Structure 19775 Btuh Ducts ; 10850 Btute Ducts 12938 Btuh Central nt(69 cfm) 3023 Btuh Central vent(69 cfm) 1369 Btuh Humid e-',tion 0 Btuh Blower 0 Btuh Piping h 0 Btuh Equip ; load 37554 Btuh Use manufacturers data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 33468 Btuh Method,' ! Simplified Latent Cooling Equipment Load Sizing F Cons, ►4i'on quality Average 0 Structure 1870 Btuh Heating Cooling Ducts Central vent(69 cfm) 2221 Btuh Volume l}.. 2704 704 Equipment latent load 6856 Btuh Ar cha �'-slhaur fl 32 21632 0.16 Equipment total load 40324 Btuh Equiv. '',F(cfm) 115 58 Req.total capacity at 0.70 SHR 4.0 ton H:;sting Equipment Summary Cooling Equipment Summary Make 1 Bryant Make Bryant Trade Evolution 18 Puron HP Trade Evolution 18 Puron HP Model I ' 288ANA048-B Cond 288ANA048-B Coil FE4ANB005++UI Efflcien • 9.1 HSPF Efficiency 16.4 SEER Heating `put Sensible cooling 32200 Btuh Heating .'` r.ut 48000 Btuh a 47°F Latent cooling 13800 Btuh Tempe re rise 29 °F Total cooling 46000 Btuh Actual :• ;•ow 1533 cfm Actual air flow 1533 cfm Air flow ctor 0,044 a re/Stub Air flow factor 0.047 cfm/Btuh Static El'-: re 0.00 in H2O Static pressure 0.00 in H2O Space ,, ''rmostat Load sensible heat ratio 0.83 . Printout certified by ACCA to meet all requirements of Manual J 8th Ed. "G+c. -Hr ;�Fstsovrt Gov/trod BoilOer by wrlghtsaf 6.0.117 RSRBRY47011 2006-,Jun-O5 16:09:00 AC0. C:1My D+'u i.ents\Eryanttalshop.rrp Cal°=MJ8 Orientation M NW Page 1 i ii il 06105/2008 15: 36 9123529239 BURROUGHS HEATING AC PAGE 03 r ° Pro'ect Information For: Dr. Bishop 8 Palmwood Court, Tybee Island, GA 31328 Notes: Main Floor l ' Desi•n Information Weather: Savannah, GA, us nter Design Conditions Summer Design Conditions Outsid db 30 °F Outside db 75 °F Inside 70 °F Inside db 9F Design p 40 9F Design D Daily range iM °F Relative humidity 50 % Moisture difference 48 grub ' Heating Summery Sensible Cooling Equipment Load Sizing Structu;-; 30719 Btuh Structure 19447 Btuh Ducts 13808 Btuh Ducts 16393 Btuh Central; ,.nt(71 cfm) 3141 Btuh Central vent(71 cfm) 1422 Btuh Numidi Lion 0 Btuh Blower 0 Btuh Piping i 0 Btuh Equipm at load 47668 Btuh Use manufacturer's data n Rate/swing multiplier 0,98 • • Infiltration Equipment sensible load 36591 Btuh • Method , Simplified Latent Cooling Equipment Load Sizing Con.r ' an quality Average Firepla. s 0 Structure 1943 Btuh Ducts 355 Btuh Heating ooling Cental vent(71 cfm) 2307 Btuh Area(' "i : 2809 280 Equipment latent load 7808 Btuh Volume ',') 22472 22472 Air cha . our 0.32 0.16 Equipment total load 44399 Btuh Equiv. i (cfm) 120 60 Req.total capacity at 0.70 SHR 4.4 ton H:Bing Equipment Summary Cooling Equipment Summary Make Bryant Make Bryant Trade : Evolution 18 Puron HP Trade Evolution 18 Puron HP Model . ' 288ANA060-B Cond 288ANA060-B Coil FE4ANB006++UI Efficien I,t 9.1 HSPF Efficiency 15.5 SEER Heating; r.ut Sensible cooling 40250 Btuh Heating,. 'tut 59000 Btuh 47°F Latent cooling 17250 Btuh Tempe ° re rise 28 °F Total cooling 57500 Btuh Actual : r,'ow 1917 cfm Actual air flow 1917 cfm Air flow . rbr 0.043 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static p :..: re 0.00 in H2O Static pressure 0.00 in H2O Space , rmostat Load sensible heat ratio 0.83 Printout certified by ACCA to meet all requirements of Manual J 8th Ed. ht CO ft• Comport 8u1Ider by W rightsoft 6 SR .0.117 RSRY47011 2046-JU1-05 16:18.02 C:\M b. u ente\Bryant\Biehap.np Calc=i41J6 Orientation=NW Pape 1 • NOTE: DUNE PROTECTION LINE AND FLOOD ZONE LINES WERE SCALED FROM SMB 11-S 10. ATLANTIC OCEAN CITY OF TYBEE ISLAND SMa 11-S 10 \q" _ S 11°59'20"E 139.98'_ 'k 1/2" RBF \ \�o� / 1/2" RBF v.......41 7.---• I �I° 16 / 10 D W 1 �, , vol., ---- / I z w FyOO.- 6 I Q w / / A�6,Env 1_6 I W _R -r ' ' Q IW1V - I W I �I k2 LOT 5 I x 16 NI ° � � LOT 12 la 0' +�' LOT 4 P �- _ _ _ _ _DUNE PROTECTION LINE _+ _ _ o A. �_ co Et: I C I E c N 1 I I w z CO I I ] Co I 11 1 / / * I I � 16 z Li A,B,Ey� �y113E/ / 20.00' o o I °D v 15 I Aej / W 4 ° D / I EDGE OF LAGOON � 30' 1 - -' ._\ +� A> 1 „RBF N 1?�°23'11"W 95.59' 1/2" RBF ,\`e,' � Q,°350 00 cK 36.- LOT 8 PLAT OF LOT 5, SEASIDE COLONY, PHASE 1 , FORT SCREVEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR: JAMES E. MOYLAN, JR. & JOANNE S. MOYLAN AREA = 23786 SF REFERENCE: SMB 11-S 10 EQUIPMENT: TOPCON AP-T.1A I ATLANTIC OCEAN CITY OF TYBEE ISLAND * 81.4113 11-S 10 S 11°59'20"E 139.98'OINEM 1/e RBF - - - - - - 1/2. RBF 20 1 � lg ' i I 0 0 � 0 0 0 k---1----r4 / 200 AE 1 O 6 FA V ' g � - ' N LOT 5 Pq � N o o W LOT 12 17-1C) I ' M D LOT 4 - U o � , 1 'DOE pF Du-N3- m c s— to. SUFFER e I W N I_ Z PORCH 52.4' lA 0 � z � zo.00' -110D1 � 2 STORY HOUSE r___71118T ID 0b _ m a 2c_3' QQ'�° e 1. co � _ � 1 < RgF 1. ........ ....Thcc.„,,,.....„.... 4 d; FJi�. •N13'11"W 9' i/z RBF ti1`�., ® 0. EDGE OF LAGOON -v. 0� 9y.0%41 C(� 1-� G.iS 55. G 1 LOT 6 �l*e", I� -1 QO 4t\\* PLAT OF LOT 5, SEASIDE COLONY, PHASE 1 , FORT SCREVEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA STREET ADDRESS: 8 PALMWOOD COURT REVISED JULY 16, 2009 TO SHOW IMPROVEMENTS. FOR: RANDOLPH C. BISHOP REF: SMB 11—S 10 AREA = 23786 SF IACCORDING TO THE F.I.R.M. DATED EQUIPMENT: 9/26/08 THIS LOT IS WITHIN THE 100 ) TOPCON AP—L1A lad: if 1 4 ' ' I \ \ \ \\ LOf 12 _ H 40•E 170,.511' _ \ ,t 1 , � irso-sQ°—` ACC Ess LOT 6 \c g '%1% P� .m 11 111 `�1.0$ 1 \\ o f }... ,\ ti o I 11 DA i>17' X 14' , int. PALMWOOD COURT 6,a \_ ' 4 NtyliRA. ETA RRmoR \ rrcore \ '/' //---ilpii4.i° • �.,. Q(o. a,3-oS DUNE LINES,SHORE PROTECTION LINE AND HIGH WATER LINE FLAGGED BY GA DNR JULY 7, EMINENCE: SW 11-9 10 2008. • zqurPltsx7: REVISED FEBRUARY 11.2008 TO snow TOPCON AP-CIA BUILDINGS FOR TYREE SHORE PROTECTION . ERROR OP CLOSURE: LINE. LINEAR 1/- ,, --0 l'-- ANR C•L r REYNOLDS "♦ PR REVISED OR AR DU HOW PLAT 1 ,FORT SC f E COLONY PLAT:1/l0'rA00 LAND SURVEYOR :ti m O OVEN WARD �.'YBEE Q� ISLAND, CHATHAM BOUNTY, GEf�RGIA. 638 STEPHENSON AVENUE pit I \t1V IT 1._96. { 30 0 30 80 SO 111 DATE:JULY 7, SURVEY I I I II lI I I1I { F o FOR: PERB FORTNE}�DATE:SUITE C �\' SAVANNAH GEORGIA 31406 \ nAtB:nnY H.zoos PLAT GRAPHIC SCALE-FEET TELEPHONE:912-362-0464 `�BY 8' Pty N0,01-62A •FAX:912-352-7787 id/ ff --— ,____--- ..._--- --_ __ _____ _____ . . 9 . „I • ., . . __________, T. • • I 11 . __I, . i • i i I \‘ 1 WT IE \` N '�6"E 176.61 fiso.1E7\.-...."....'_ WeillIBMIL12;1 1 tz. 14 t315° LOl0 � -1�� 8IQ d 1Y '` U Al$ . '` 'i4+, IAT 5 t a _....4_, _ti ' I .1, PALMWOOD COURT 141/�q.. � _ ■ .( Aw �Ed� Y sale, all s 77'54 WW MAT trui 4• WY. \ ' �� 111°501'°" r \ REFERENCE: SEE 11-9 10 DUNE LINES,SHORE PROTECTION LINE AND NIGH RATER LIVE FLAGGED BY GA DER JULY 7, 2006. EQCOON A FIRMED FEBRU' ARY 11.2008 TO SHOE TOPC P-LIA BUILDINGS FOR TYBEE SH0N!PROTECTION • EN60N OF CLOSURE: LIRE. LIMB:1/- p; ANC,-"/ANG18 m hi' BALANCED BY:- REPIBIN]FEBRUARY 21.2606 To SHOE P 1 • [ 101' 11 1 J. WHITLEY REYNOLDS , f?' PLAT:1/lO7,OOO 90 PROPOSED LO'TOE OF DUNE BSI'BACR -i - --Ib. •. 7 •,7y+�•��+yT+�♦�++y�+• 838 9TEPHEHSON AVENUE (.���„ s t 1 90 0 90 00 20 IS i, . : C I ,IA LAND SURVEYOR seta:t^m,0 SUITE C DATE:JULY 7,8008 P1AT SAVANNAH GEORGIA 31405 �, OUT: II,1000 PLAT M I1111��� TELEPHONE:012-352-0464 N,�° i/' FRE NO 01_525 GRAPHIC SCALE-FEET FOR: PERU FORTNT'+�R l FAX:012-352-7787 . cri.....-