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Home My Public Portal About10-0513 Doyle LandscapingCity of._ bee Island • Community Dever Jlent Dept. Inspection Report : = =lk 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 ��M� INTERNATIONAL Phone 912.786.4573 ext. 114 • Fax 912.786.9539 COOECOUNCIE MEMBER Permit ego. l Si 3 Date Requested Owner's Name `�� e, L. erN cISCcf. °3- Date Needed Gen. Contractor Subcontractor Contact Information 4AJ (31 (^} )0-2q-16 Project Address Scope of Work Inspector j ) j Inspection f r' nal 12o7 -D -u . ?o C -e .(J r -t 5-4r e C 0,0 r Date of Inspectio / / /0 Fail Fee Inspection Pass Fail El Fee Inspection Pass !"'1 Fail Fee Inspection Pass ^ Fail Fee DATE ISSUED: 10 -27 -2010 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION CITY OF TYBEE ISLAND BUILDING PERMIT ACCESSORY STRUCTURE 1207D HWY 80 DOYLE LANDSCAPE DESIGN & MGMT PO BOX 1035 TYBEE ISLAND GA 31328 -1035 912 - 786 -7113 DOYLE LANDSCAPE DESIGN & MGMT PO BOX 1035 TYBEE ISLAND GA 31328 -1035 P $ 100.00 $1,000.00 PERMIT #: 100513 TOTAL BALANCE DUE: $ 100.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786 -4573 - FAX (912) 786 -9539 www.cityoftybee.org CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT (0003 7020 -1 Location: NAME ADDRESS PIN # TELEPHONE Owner Po Ile, l 20 1 k-\ y D 73 G `7 )13 Architect or Engineer Building Contractor /joy (e / S (Da 10,e t`C� N G' f (J % (Check all that apply) ❑ Repair ❑ Renovation ❑ Minor Addition ❑ Substantial Addition ❑ Other Details of Project: ❑ Residential ❑ Single Family ❑ Duplex ❑ Multi- Family ❑ Commercial if)D V-" Estimated Cost of Construction: $ Construction Type (1) Wood Frame (2) Wood & Masonry (3) Brick Veneer Proposed use: Remarks: Aleir on cell Co S 3t Footprint Changes Discovery Demolition �I ail 00347-041013 •o12+aG (Enter appropriate number) (4) Masonry (6) Other (please specify) (5) Steel & Masonry ATTAC - •PY OF THE CERTIFIED ELEVATION SU following informati+ , . sed on the construction drawin # Units Lot Area # Off - street parking spaces Trees located & listed on sit Access: Driveway (ft.) Setback ront 00 an # Stories Livi EY OF LOT and complete the and site plan: # Bathrooms pa total sq. ft.) With culvert? Rear With s Sides (L) Height Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys, heating units, ventilation ducts, air conditioning units, elevators, and similar appurtances. During construction: On -site restroom facilities will be provided through On -site waste and debris containers will be provided by _ Construction debris will be disposed by by means of I understand that I must comply with zoning, flood damage control, building, fire, shore protections and wetlands ordinances, FEMA regulations and all applicable codes and regulations. I understand that the lot must be staked out and that the stakes will be inspected to ensure that the setback requirements are met. I understand also that a certified plot plan showing elevation must be attached to this application and that an as -built elevation certification is due as soon as the habitable floor level is established. Drainage: I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected. I accept responsibility for any corrective action that may be necessary to restore drainage impaired by this permitted construction. /0/c72 2((C) Date: Signature of Applicant: all7?7e,P Note: A permit normally takes 7 to 10 days to process. The following is to be completed by City personnel: Zoning certification Approved rezoning /variance? Street address and number: New 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) NFIP Flood Zone Existing Access to building site Distance to water main tap site Distance to sewer stub site Water meter size Storm drainage Approvals: Signature Date Zoning Administrator Code Enforcement Officer Water /Sewer Storm /Drainage Inspections City Manager FEES Permit (Dab Inspections Water Tap Sewer Stub Aid to Const. TOTAL CAROLINA CARPORTS IS METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFIC BONS GENE&AL. NOTES; 1. ALL STEEL 9"1181110 SNAIL L BE 60 KSJ STEEL. 2 SNOW LOAF? @ 30-PS1F, 1TE ANCHORS AT EACH END OF �y PREPARED D /FOR:: CAROLINA CARPORTS, INC. F.O. BOX 1263 DOBSON, NORTH CAROM 27017 4. FASTEN METAL ROC1FAN !. "+ PANELS TO BOW OR Et4DWA1 -L FRAMING' WITH gad' x I' SL.--1.F r •:. LNG FASTENERS VYiTH ! COt+FI ' =F _ i� el irOZ. }M%, {SEE TABLES i AND 2 FOR FASTENER S W LNG SPECIE- *IS) t L. ALL FiEt CI CONNECTIONS SHALL E 114" x 1" SELF URILLINO SCREWS. 6. ALL SKIPGONNECTION$ SHALL BEWELDED. T. THE PLANS ARE WAUO UNTILTt1E NEXT REVISION OF THE FNFE.RNATIONA1,1301.O1NG COPE, THIS IS TO CERTIFY THAT THE CALCULATIONS ANC SPECIFICATIONS HEREIN HAVE BEEN PREPARED I3Y THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF OF THE 2006. INTERNATIONAL BU /WING CODE, AND 2006120007 SUPPLEMENTS. '7 PIMA ,IAN 2. 2140 f CAROLINA CARPORTS, INCj _. f" I3 vw W.IFsa 67E 03 9egasasax NSi3tiW :Ic,Ei +tfs I IV CAROLINA CARPORTS IB TABLE 1- BOW FRAME AND PANEL FASTENER SPACING SPECIFICATIONS NS MIND EXPOSURE CATEGs.ORYIYIPH} BASIC MID SPEED 3- SECOND GUS 1 MAXIMUM BOW SPACING (E AVERAGE FASTENER SPACING ON-CENTERS ALONG l OWS, RAFTERS, AND POSTS IINCRES} INTERIOR BOWS END BOWS BORC 100 TO 130 5.0 6 8 .140 TO '150 4.4 C 6 #MOTES: I. Boohoo t orns applic 1 e to 20 vows (100 to 130 mdlli eert 2S 60v9e (100 ra 1Sir mph? ele1A panels las-toned *Kik to 12 tar 14ysWgeMai:41 se bowImmo*. 2. Walled eacsei$t of 1f4 - 14X6" 146-dr tli ler-news with canlrel seal washe... . 3. Sped Arlo Aviciable air ter men redd lu:yhi oQ 21) tae! at 1aa5. aril roof :dopes el lir (3:12 WI, h1, Spaar e) leopiescrsdiL btollxnr i*Of Welty and/or spopee aim Loy. TA,6I.IE 2 - END POST AND END WALL PANEL FASTENER SPACING SPECIFICATIONS WD EXPOSURE- CATEGORY BASIC WIND SP ED 3-SECOND GUST MAXIMUM ENO POST SPACING (FEET) AVERAGE FAST - .R 9PACIG BN.CENTER3 ALONG END POS1S B ar C 1001a 150 5.0 NOTES: 1. Speortlaciorwappgarigs In 29 gauge it00 to 130 repl1} i►ml 26. gauge (1 OP l,0 150 icerf.l rnelel ponds intoned d I c e l y Le 12 or 14 page sleep tub. tem 6atnses, •. rnrsioa++Y+,zz, 1151 LI 9.1--143" aelLOIIIno aorrees M1 h ca ii of seal Washer. 3. speak/km appiiceide G+dy` Mar moon led helpil of 28 teat or toss, mid ruin r14.A �., 1V �1-<'9 ; a. -ai •naclnc tom, rt statatorr th WOW.*pea Buy wry. 1 WINDOW AND DOOR NOTE CARPORT WIDTtI 12` I a EXTEGIODIAYNuOWSANC GLASS DOORS BALL 8ETE87Et}WARAPPROVED Mk?EPENDENT TEST1140 iLABORATORY. Atin a-SARAN RAW. 0R MUM ORQ1i#ERAPPROYEVLADE IDENTIFYING TIE MAKJFACTILIIIER,PERFONNLANCE CiIAfiA4iURISIICS AND A,PPRGUEa PRODUCT EVALUATION AMITY TO INDICATE COMPLIANCE WtTO TILE REQtJIIRodemS OF THE WALLOWING SPE 2FMLATION: ANSifAAMMi1YWA+i 10 8022 Y coustRUCTIOlt SHALL BE TESTED-IN AGCQRJSANCE WI IR A5VIA Ent, 5 s ANGAG0 rEta METHODS FOR STRUCTURAL PaiftnikAncE OF PKIERIOR WINDOWS, : UETA,G veAl.ts. AN [KORSBYUl•At Rki81ATICAIRPRESSURE. tg TI3 2Q I 12' 2`L 1-O 24• 25' TO 30' 211' 31 TO 'Ali ea' e TO. 0 aCr CAROLINA CARPORTS, IRC.I J. 03 929ZSU22% 14141SS4 SSL8tiPir9T9 CLI Cr) CZI CAROLINA CARPORTS IB wassickskuMnom NNW IR ®70FH1AI63 AsIE - muaa:wari1/414 sawdr rsari WIMCCO JF0. f1145Yi10tt9! I61ErTKtt tfOf4004TMg9tif xatlia PrEAPAVN umotaktrAtAiRMS na+ Olt TOP of LAN1l1E (OPEN GotWORTACOILVI ,it -rfi &A.Mh. PAN TYPICAL BOW SECTION *Ira WAN PlUA ?ai O+L9N.4NWNETR RXIFPAN65 IN5551 5 013 79 4QW 4PAttE'Y117N Ut`• 1' 14" 'max folifisiMMI maws] ViliU5Ala. 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CO S2S2S8SB WWISHW SSL81r00.S i!3 - CAROLINA CARPORTS IB 3363676412 N 10127/2010 FI IWIE =111E111-3111Slilriii• — ..111F111 oac.naotaristomoaDiviK 1:444:Paltakkkoistslosienva 411Elplinkk k EMIR bury r4r SIDE ELEVATIOA mero ivo- re' 8 gal 1111111111# --d111111- Jr:At.; MINIM. I 1.111M.Uk 1111111441 1 (11111111111111111illirlial Is IX oi I gas Sixr4itv c-wroosienoon /1110111 AIM /111111411661111110 MIR =111■1•••••• MEW FRONT WALL SECTiON NM Wads Gwouin rawa-ow.. ..;:f Ekt. 1444 mak petAk. sHEETto [VO kV 1:Vi 0.k.GANAIV MOH Oda • Pi1lku6 eiCalkE Wef.i FAME TO iariRArrinmer ENO PON* War 4,44r, • keraEWL w? [DORM 5E.M. MUNIERIS OJC 041:444,kk ik Pass canulltsAllenatih LOCAllions pEESHEET St mencsusmad 1.1010/Vmvom COMNEWIVAII rAulf..e031s. oemimittiettP OVERFILL. LENGTH VARIES 4-13/PEKIRS ent AND SPACM OF BOWS - 1.1 , Hr. asICeraki ar?..11.00-14,14-, cokplikik 13:7415481,-110. rOtVET.o.t. is.atr. Of lik kiunik vauivetOiliti.3r Lauswool A02 NkM....41. 4 PEI Oink AkoZ.41-Th 33bE ratia 3 ada.T SCIFS5 srriE o PEN! rifi so so* 5-43- 5'-ur itar 5,:e 4.1- W 3,331, ItAX PR .-.ESSIONAL Jr t9' 2.4 JAN 2 J- 2OI 2T 1 0f4 rak. citothRtga MIN. ifOOf PANELS • EtiCtiVALV 0061 11111M7111111•K INV "kr git122.11121 ••%1TircIrliiV :lc if I 0 ink OK G.IL EVILVORifital 1*-1-0& vareas riiiThoon kairmclidole%V.C.441A7c teEE tokw_tioilEti wayslifthrar KIRME*WITM cele.Webue co00.1C11**1. ;SecerJr0m. .111016134 CAROLINA CARPORTS, L-- ITii kt} Rh 0 Iii a a 00 sasasaS2x NEfSEIW 61948'0174,STB LR PAGE 05/08 CAROLINA CARPORTS IB 10/27/2010 10 :20 3363676412 'OladsHUSEPIt.MLISS11 UfNt1 t6t'surfisotsORMINSEERRt 410RISMisitt*OatiRdiSMIF SYLLISSAIRitt MOOMTNICC0cD FOCOu 85110 PeR1 U43 Mow oRa ksesa EAlfD01111s)009 %lag, la.rl7.riwlmeeglol aetalcol;eLtlialomltler lJICtI ImiregawtEce WOkstiC J°rCCeCast PASkOkVEH( CONCRETE 8ASE RAiL ANCHORAGE CONCRETE BASE RAIL ANCHORAGE MOC fb $rALE jOI'iIOPLAIj Nx Pa STal, (L'f'T111t.W Os'1f1i SAFtWRTSNW Y} ALTERNATE BOW POST TO CONCRETE FOUNDATION CONNECTION DETAIL Nx 1e5rh 4111.1 ST HO.,' 11!100.1.11 LW: WIC RN_ NW WO* to AMCIN#:EYE VA1141Tl`1R NIE1ON 1141 L7Mtl01.7. TOP CY SQL 01. Col JP1TE SAW ayewnim3.: TTASl1Li16 Ain 1Ape- 11 1e; 1%1c1T.L7.11E MV+. BASE RAIL ANCHORAGE COiCJtE7E gfJNCACIENitt1t HAct F.Nk161WIR 6HLPlIfis00 F,SESIf SSIky6 =Mp' AT 22k EtkVS.. t.1,FHnLo Pa TIE-4133 AHO Kne RRCIBiRMi@Af P RC'r6£12I.YEN 2 11i 1.1*FOU1IIH@8L11HS1 •.rs otEni)t4�Pwcft i• r,. i1 No. 1 622 1i4; EC. BRACE SECTION Cll til VREIS lakF'FG1ip4: owl*. 1`ORk'C,WOM17NS sa.wo e.ov taE.0:'YZ OVENskIIII OG ti1 stssiLW_ GE: aorwv51Riill ELfAA0115 Y1tgEltE InICOMM11. b viva AOAMIFA110 PEr6WIEH1I Y W Corimi 114114 TIEL91111I1 I BtPO61olortg£1 kit DR NIEJ.Tnat 1141 1 311 l 41145 Ii7t,YI1flia. REI1FOIaCtlisfaut5Eltle nD D IN OfCs.rac CEUS SHALL HMEA aARetlwncifcaDISt a 1IF 0161101ft:Raw GNO'JT qi to sem ftnl cs RENAKtfr9Ef14EEMMF i9'p1A6tAOAlre WAC£ W A DEL L- meminoPC nimi6 uGEGI h1 Y1/o retie r111 MALI tWiC 4LS0SEtS W1 1141:LLID SIGa011IIQFNpfa13SYNhNlIUME Q11k SO 1 1Hnt6wRH FILE£ taWWI OR 717th$ 1 Yl FpA Yacht • S/OIS1.137 WINED TeFARIM of*SkflU4 111 IlCiC11 :61hEi Tiff jXrtnia4C, STEEL WALL (.MUM13MCLE itx .111.1- 1K1%li.TR7f4: wog. ALGYWLa1cn �;..:..:,::h: :(L �;_•t. w�..1 rit.E57aftlItIR AMU iK1 filKECttV 41 POUERlo wa'afirinlibica gE ouxwarravoixsicanumtuk w, +» 1B,IMA Itc,CLA566 4. M411.1i !7111 O11IUt10115.=IOWA 110 1i1N Ii1RS ELCP ?1FIRRHECl it PSI rIfc 111E+7H♦3flWldR,168TNit73O! LOFYi0+ MIDI 4sFirso 044,0II0FAt. sowla u&uta R 441.Y OE HRH w 111E MAR' OP *1141 FleLoinuPro r AtS40311,01w mENTIS {0341T-Cckg. 2. IIE coto cant 1HEaFdl1 Ww31I1ED4n 1MEdNEmeoFT*T1AQ, 411arni.$S 141 57CcfR41r 111 EM/IFP gsar#ES151ar FA1T11IUtY CIMEMOOD fitC41ICAET£RAMLIAM 1 EW° OCR. 4141 1Q14 H4141E 04.t I&l51ACECIA4Y70 l.L4WPONELeN7SVICTICA 11 131(111 C.kRL. bcr4riailALCYCANIEDilf,PCIICil4kEIT want POWnies NE11451.11k1 habintir aldrsc ff� 1t4vl i ,1111 v IFOAIDOP'Fs.ptSFiwasomartn foiCHElief WORM tUVI.L41BTt'_ IGAROt{NA CARPORTS, INC. 69Z8iPirir9tB *sr "" t1 -1611 Fdf • ins nur OAF lTJ RIO PitCT •u PAGE 06/08 CAROLINA CARPORTS IS 10127/2010 10:20 3363676412 grarsFED RIUWtNo GUIY R4FIEN u- le.10,ua9.41ra&V.= 15.10a wl51T +s' )4 GR UA]UJ*f 1 0117II,1=p'SO 144‘)31) a�S4 Gal I3A1VNt1 i$,. b" 1u 7111;Fi71 4E k 1M UC71MIKLINPtC,E Ir 16o 14P05i; V(Aste 3S mai watt isc'CdKS�'M. v,xlp MSS to arfalaS1 IN -17i- r alaFairaLIMisySPEamms 0 BOW /CORNIER POST DETAIL Net TO. Ude SIDE EXTENSION BOW/ j' CORNER POST DETAIL MM1'1[i 8C1K RrfN'+�Lt- ---- -� d' 0.415 la tit.aXPS.E sx.tRE11261taili 7tE410.71+ 711"s RON i5llAM P054 BOX EAVE BOW! CORNER POST DETAIL Nwrc•S:sk 1f!'rL 4'1'LY 1i C•!` tk' 8L111t CtPE T& .034PO4i11 Alai w&_ M 1.14IYSOPi 1 OM iG1P, YOS iltrE TS MIN INIM7 Ysv, i7k'fi-1C CIAA2Ja aairmt MOMS TO BOIMmfaleaS d 751LW,4114. F9g2 i 22 Pga : ttONAA e' r >fi,61 t,,t C' GABLE RAIL TO BOW POST', '. 7 CONNECTION DETAIL 14.4 ;�y1 i'a Soxle ,1 11/ 1 tar 115 fiASk3E ft)RI11kG GlitatiVEL FASTLNEO 1"U EraC318D (# WITH p1 17S• x 1 • SElf -03Pl -cwt's 1,ASTEi31_'E SPAVEi? UM MOWS A lE• O.G. ROOF PANEL ATTACHMENT 4WLT£RNATE FOR ■EFLTiCA{. Roar PAVELS) wit T* Ffv1F: 14G. FRAMING 15 2,11M-We 146E £Ti EL 12 dA FRAMING IS 2- 114YbiM TIME :Me -. NIPPLES 2.WY1 -sir i9 GA TA. FUR at GAifsL1NO. tsiPPCI *OE 2.47• T2al L9.1Ti6112t3A HWANG. CAROLINA CARPORTS, INC. y aE 141Eit Ca a 3 fd 0 M 0 Ket op sasasasax mulsuw G04$1P4.4,9 I $ PAGE 07/08 CAROLINA CARPORTS IB 3363676412 10/27/2010 10:20 .Irk.,•._ { BO !POST DETAIL hied 10 Seal a' LaNO Pin W nar1S I mot YAtlbi - iKf+• aatnpwas aragnaptie 11 i0W POST rti ccertfJDt1,. 91.6CRtLL 9!16- IWf1 ur A S E R .*- tptgAultArleal tiLU11fi1513614HFfi.IE 6E0.liEAVRts: -fret - MR.VRi1-FJpFASICKOG Denta.L 1. NE4Q P i!ih RIPPLE-1G BkSE FAX 0 BOW /HEADER DETAIL 2 r Natio Scale l 0 team+ #014 BOW/BASE RAIL CONK DETAIL END POST TO I— HEADERff IL CONN. tea Ta Sr1Na has is Sadu P Q rSSIO AL JAN 2 - 2010 ham. It cart IVA4 �1G 152 - 1}!12.112' ildeE 81168. 1$ € rvisiIW L5 Z -1N-22- N• URIC MEL_ RPM/W --2 Mae2114'45-1N' 13 WA AL FoS M caffakWtra relPFte5 F E Tar t2 Gh ila -fgli 12 !I0. Plume. JCAROUNA CARPORTS, INC. mime RIF -*`e ma s,te'rae+ It La 3 at 1113 0 1-■ 03 sasasas2x wuiswL 08481►-01,SIS CAROLINA CARPORTS IB 3363676412 Cs4 10127/2010 JArrimmis 0 END POST/bOW CONN. DETAIL Not vos..ou HEADER TO POST CONN. DETAIL Wct ho Seale SECTION $U1 To Book, TS 11,76, MMT V/ DR 76 GO. GUY. METAL EIDEPANFL 4.1"xl Orica• %CAC...a° ANIIGLE Wain to VOW f4140 ANj EM6f. R$111_100 4.-1Aexl" SII(Pc iS 1:34,111OULAKS BASE PAL 0 END OW/BASE RAIL CONN. OM To Scale BOW/BASE RAIL CONN. nETAIL Not To-Srak 1,12 • SECTION THROUGH ROLL UP DOOR HEADER Nal To Scat. UR !Mt n 1,3A, rolvzoized toe] or.a2 wow to, (To I 5 V . 1 5 . . v a r t u - S i m aft III 1 14604. posimmnegriksa H watt WON ALSO, deta I I Mal E. M FRAMIRC I 1171a,Irr TUBE Elea- M GA fliAk2ING 2lMThSEa1. mAKes ARE 2-114-4-411' l 11A 1t Nprta AgEz-gr jVtW t I1GfMW111. CAROLINA CARPORTS, INC. • r REF,. ..1111 g ShIV t_OF 03 58Sa5e92d NJ1SWW SBG8OH =8ti8 ta REVIEW FOP CODE COM Every effort has been made code violations, no oversir reviewer shall be construed a to violate, cancel, alter or any applicable codes or ordin review and permit should not be as a warranty orntee. Rr`uiewed By I Date LIANCE o identify 'it by the authority et aside noes. The construed I t /Z7 ssra e, FAMILY O TATE OF GEORGIA AMEND EN TS All construction must comply w The International Building Code Edition and State at Georgia Build ng Amendments th THE JD TWO METAL CARPORT INSTALLATION PLANS AND DETAILS AND FRAMING AND FASTENER SPECIFICATIONS PREPARED FOR: CAROLINA CARPORTS, INC. P.O. BOX 1263 DOBSON, NORTH CAROLINA 27017 GENERAL NOTES: 1. ALL Si tEL TUBING SHALL BE 50 KSI STEEL 2. SNOW LOAD @ 30 PSF. 3. LOCATE ANCHORS AT EACH END OF BOW. 4. FASTEN METAL ROOF AND WALL PANELS TO BOW OR ENDWALL FRAMING WITH 14" x1" SELF DRILLING FASTENERS WITH CONTROL SEAL WASHER @ 8" O.C. MAX. (SEE TABLES 1 AND 2 FOR FASTENER SPACING SPECIFICATIONS) 5- ALL FIELD CONNECTIONS SHALL BE 114" x1" SELF DRILLING SCREWS. 6. ALL SHOP CONNECTIONS SHALL BE WELDED. 7. THE PLANS ARE VALID UNTIL THE NEXT REVISION OF THE INTERNATIONAL BUILDING CODE. THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN PREPARED BY THE UNDERSIGNED PROFESSIONAL ENGINEER, AND ARE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2009 INTERNATIONAL BUILDING CODE. CAROLINA CARPORTS, INC. TABLE 1 - BOW FRAME AND PANEL FASTENER SPACING SPECIFICATIONS WIND EXPOSURE CATEGORY BASIC WIND SPEED 3- SECOND GUST (MPH) MAXIMUM BOW SPACING (FEET) AVERAGE FASTENER SPACING ON- CENTERS ALONG BOWS, RAFTERS, AND POSTS (INCHES) INTERIOR BOWS END BOWS BORC 100 TO 130 5.0 6 6 140 TO 150 4.0 6 6 NOTES: 1. Specifications applicable to 29 gauge (100 to 130 mph) and 26 gauge (100 to 150 mph) metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 114 " - 14X1" self- drilling screws with control seal washer. 3. Specifications applicable only for mean roof height of 20 feet or Less, and roof slopes of 14° (3:12 pitch). Spacing requirements for other roof heights and /or slopes may vary. TABLE 2 - END POST AND END WALL PANEL FASTENER SPACING SPECIFICATIONS WIND EXPOSURE CATEGORY BASIC WIND SPEED GUST (MPH) MAXIMUM END PAST SPACING (FEET) AVERAGE FASTENER SPACING ON- CENTERS ALONG END POSTS (INCHES) B or C 100 to 150 5.0 6 NOTES: 1." Specifications applicable to 29 gauge (100 to 130 mph) and 26 gauge (100 to 150 mph) metal panels fastened directly to 12 or 14 gauge steel tube bow frames. 2. Fasteners consist of 114" -14X1" self - drilling screws with control seal washer. 3. Specifications applicable only for mean roof height of 20 feet or less, and root slopes of 140 (3:12 pitch). Spacing requirements for other roof heights and /or slopes may vary. WINDOW AND DOOR NOTE CARPORT WIDTH MAX DOOR WIDTH 12 a EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL 18' TO 20' 12' IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE 22' TO 24' 16' FOLLOWING SPECIFICATION: 26' TO 30' 20' ANSI/AAMA/NWWDA 1011IS2 2/97 THE CONSTRUCTION SHALL BE TESTED IN ACCORDANCE WITH ASTM E 330, STANDARD TEST 32' TO 36' 24' METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS, AND DOORS BY UNIFORM STATIC AIR PRESSURE. 38' TO 40' 30' CAROLINA CARPORTS, INC. RBP w7s RBP "iw0*" RBP SHEET 2 OF S 28 OR 211 GA, GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH I /4' x 1' SOPS WITH CONTROL SEAL WASHER. IEEE TABLE 1 FOR FASTENER SPACING) 12 8 SOX SAVE OPTION 0 SIDE EXTENSION MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) ---- FINISH GRADE OR TOP OF CONCRETE 5%4T TO 14' -0" LEG HEIGHT 30' -0' MAX, BOW SPAN 29 OR 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH b4^ x 1' SOPs WITH CONTROL SEAL WASHER. (SEE TABLE 7 FOR FASTENER SPACING) TYPICAL BOW SECTION Not Ta Scale 4 12 ANCHORS NOT REOUIREU WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL 1. SHEET B OF 8) 3 8" WELD BOTH SIDES — WELD ALL WEB CONNECTIONS, ALL SIDES BOX EAVE OPTION SIDE EXTENSION MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) — FINISH GRADE OR TOP OF CONCRETE 5'41' TO 14•-O LEG HEIGHT 40'-0" MAX. BOW SPAN gLIF TRUSSED BOW SECTION NoI To Sw46 20 OR 26 GA. GALVANIZED METAL ROOF PANELS FASTENED TO BOW FRAME WITH 1(4' x r SW's WITH CONTROL SEAL WASHER ofp r O.C. MAX. (SEE TABLE 1 FOR FASTENER SPACING) BOX EAVE OPTION MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) MONOLITHIC SLAB FOUNDATION CONTINUOUS CONCRETE SLAB (OPEN CARPORTS ONLY) 14' -0" MAX. SPAN 30' -0' MAX, BOW SPAN ANCHORS NOT REQUIRED WITII CONCRETE SLAB CONSTRUC 1ION, (SEE DETAIL T, SHEET 5 OF 50 TYPICAL SIDE EXTENTION SECTION Not To Scale 518' x 30' WITH OBL 4' HELIX WITHIN B' OF EACH BOW WITH EXTENSIONS (SEE DETAIL 3, SHEET 5 OF 8) ANCHORS HOT 12EUNIRT(7 WITH CONCRETE SLAB CONSTRUCTION. (SEE DETAIL !, SHEET 5 OF B) fs GABLED OPEN END WALL SECTION Not To Scale CAROLINA CARPORTS, INC. 4. RBP REP 9 ° REP bbl 10(16(08 NTS ."u SHEET 3 OF SIZE FOR SELECTED GARAGE DOOR 1@' -0' MAX WIDTH 6- rep OVERALL LENGTH VARIES DEPENDS ON NUMBER AND SPACING OF BOWS SEE TABLET 29 OR 26 GA. R -PANEL ROOFING (OPTIONAL SIDE PANELS) SEE TABLE 1 SEE TABLE T SEE TABLE I -- 6' IUEI1PEIIf=11IEIR Im_If =nI =g IE,EII 111E1 I =111= 111E1i1_I -= A \\\\\ INSTALL It x r EXPANSION ANCHOR THROUGH EASE RAIL WITHIN E OF EACH SOW ALONG 510ES OR INSIDE EVERY OTHER END WALL POST ALONG END WALL SECTIONS 2 MINIMUM MONOLITHIC CONC. FOOTING (2500 PSI MIN.) REINFORCED WITH 2-N3's CONTINUOUS CONCRETE BASE RAIL ANCHORAGE Not To Scale (OPTIONAL) 6' LONG TS 12 GA NIPPLE SECURE WITH 4-114' x r SOF's 112'x6' FRICTION ANCHOR IS BOW POST 3/16' • NIPPLE TO STEEL PLATE tr 9'x2}'x1J4' GALV. STEEL PLATE MONOLITHIC CONCRETE FOOTING ALTERNATE BOW POST TO CONCRETE FOUNDATION CONNECTION DETAIL Not To Scale INSTALL we x 6' EXPANSION ANCHOR THROUGH BASE RAIL WITHIN 8' OF EACH BOW ALONG SIDES /1 }MAWS 4' CONCRETE PAVEMENT MINIMUM 4' — CONCRETE BASE RAIL ANCHORAGE Nol To Scala (OPTIONAi - OPEN CARPORTS ONLY) DRILL 5/8" HOLE 1 HRODUH 1 HE BASE RAIL AND SECURE TO ANCHOR EYE WITH 112' DIAMETER THROUGH BOLT. TOP OF SOIL OR CONCRETE SLAV EYE ANCHOR 518" ROD 30' LONG WITH OBL 4' HELIX 2' WASHERS FS CONT. BASE RAIL BASE RAIL ANCHORAGE Nol To Scala 2 -112' FOR 14 GA FRAMING 2.114' FOR 12 GA FRAMING 16 GAUGE U- CHANNEL BRACE FASTENED TO THE LEG AND BOW, POSITIONED AT 45 DEGREES, WITH 2 - 114 "x 13-SELF-fttiNG REWS AT EACH R44;,PER BFiA BRACE SECTION': Nol To Scala CONCRETE: CONCRETE SIIALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. COVER OVER REINFORCING STEEL FOR FOUNDATIONS, MINIMUM CONCRETE COVER OVER REINFROCING BARS SHALL BE: 3 INCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAINST AND PERMANENTLY IN CONTACT WITH THE EARTH OR EXPOSED TO THE EARTH OR WEATHER AND 1 1/2 INCHES ELSEWHERE. REINFORCING BARS EMBEDDED IN GROUTED CELLS SHALL HAVE A MINIMUM CLEAR DISTANCE OF 1/4 INCH FOR FINE GROUT OR 1/2 INCH FOR COARSE GROUT BETWEEN REINFORCING BARS AND ANY FACE OF A CELL. REINFORCING BARS USED IN MASONRY WALLS SHALL HAVE A MASONRY COVER (INCLUDING GROUT) OF NOT LESS THAN 2 INCHES FOR MASONRY UNITS WITH FACE EXPOSED TO EARTH OR WEATHER 1 1/2 INCHES FOR MASONRY UNITS NOT EXPOSED TO EARTH OR WEATHER. REINFORCING STEEL: THE REINFORCING STEEL SHALL BE MINIMUM GRADE 40. GALVANIZATION: METAL ACCESSORIES FOR USE IN EXTERIOR WALL CONSTRUCTION AND NOT DIRECTLY EXPOSED TO THE WEATHER SHALL SE GALVANIZED IN ACCORDANCE WITH ASTM A 153, CLASS B -2. METAL PLATE CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED OIRECTLY TO THE WEATHER SHALL BE STAINLESS STEEL OR HOT DIPPED GAT VAI412EO. REINFORCEMENT MAY BE BENT IN THE SHOP OR THE FIELD PROVIDED: 1. ALL REINFORCEMENT IS BENT COLD, 2. 1 HE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE BAR, IS NOT LESS THAN SIX -BAR DIAMETERS AND 3. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT BE FIELD BENT, EXCEPTION: WHERE BENDING IS NECESSARY TO ALIGN DOWEL BARS WITH A VERTICAL CELL, BARS PARTIALLY EMBEDDED IN CO4RETE SHALL BE PERMITTED TO BE BENT Al A SLOPE OF NOT MORE THAN 1 INCH OF HORIZONTAL DISPLACEMENT TO S INCHES OF VERTICAL BAR LENGTH. CAROLINA CARPORTS, INC. 10 -18.08 REP NTS Ot"-* RBP 4. wws RBP SHEET 5 OF B NO SCREWS REQUIRED IN BOW BEND TS BOW RAFTER 45" 75 BOW pOST 24' 16 GA U- CHANNEL BRACE (5' TO /'POST) 48" 16 GA U- CHANNEL BRACE (6' TO 14' POST) 8' LONG TS 12 GA NIPPLE SECURE BOW AND POST 70 NIPPLE WITH 4 • 114" x 1' SELF - DRILLING FASTENERS BOW /CORNER POST DETAIL Nol To Scale 12" LONG TS 12 GA NIPPLE. SECURE POST TO NIPPLE WITH 4- 114" x 1" SDFs, NIPPLE TO 1/16" BOW RAFTER r, y,�,i S` LONG TS H 4- 1/4-x1" ��/_ SECURE WITH 4- if4'x 1' SUE'S I 24" 18 GA U- CHANNEL BRACE (5 10 7' POST) 48. 18 GA U- CHANNEL BRACE )8' TO 14' POST) TS BOW POST SIDE EXTENSION BOW/ CORNER POST DETAIL Not To Scala 24' 16 Gh U- C :11A4440L BRACE (5' TO 7 POS1) •tl- le GA U- CHANNEL BRACE L.6' 10 14' POST) NIPPLE 10 BOW RAPIER 3n6" 6- LONG TS 12 GA NIPPLE SECURE POST TO NIPPLE WITH 4- 1/4" x 1' SDF's 1S BOW POS1 BOX EAVE BOW/ CORNER POST DETAIL Nol To Scale 1 112'X1 1/2'x2' 16 Gh CLIP ANGLE SECURE TO BOW POST AND GABLE RAIL. W/ 4 -1/4 "x 1' SDPt 1 ON TOP. 2 ON SIDE TS BOW POS1 1 112-x 1 112 "x2" 16 GA CLIP. ANGLE SECURE TO • ' BOW RAFTER AND'G(+BLE..:, , RAIL W /4- 1 /4"xl-SDFs -,, aT 2 ON TOP. 2 ON BOTTOM -- TS GABLE RAIL GABLE RAIL TO BOW POST CONNECTION DETAIL Not To Scale 1 1/2" 18 GAUGE FURRING CHANNEL FASTENED TO EACH BOW WITH (2) 1/4" x 1' SELF - DRILLING FASTENER SPACED NOT MORE THAN 48" O.C. Ts2.s2 ROOF PANEL ATTACHMENT (ALTERNATE FOR VERTICAL ROOF PANELS) Not To Scale NOTE: 14 GA FRAMING IS 2- 1/2 "x2 -112" TUBE STEEL. 12 GA FRAMING IS 2- 114 "x2 -1/4" TUBE STEEL. NIPPLES ARE 2- 114 "x2 -1/4" 12 GAT.S. FOR 14 GA FRAMING. NIPPLES ARE 2 "x2" 12 GA T.S. FOR 12 GA FRAMING. CAROLINA CARPORTS, INC. ,y» 10-15 -08 `"".` RBP NTS C.D. RBP RBP SHEET 6 OF 8 NIPPLE TO 3116 BASE RAIL DOUBLE TS HEADER TS BOW RAFTER 6" LONG TS 12 GA NIPPLE SECURE EACH WITH 4 - 1I4'x I" SELF- DRILLING FASTENERS BOW /POST DETAIL Not To Scale IV LONG TS 12 GA NIPPLE SECURE EACH WITH 4 - 1!4'x1' SELF - DRILLING FASTENERS TS BOW POST TS BOW POST TB CONTINUOUS BASE RAIL NIPPLE TO BASE RAIL BOW /BASE RAIL CONN. DETAIL Not To Scale 1(N" 3116 TS BOW RAFTER 0" LONG TS 12 GA NIPPLE. SECURE WITH 4 - 114'1(1" SELF- DRILLING FASTENERS DOUBLE TS HEADER NIPPLE TO BASE RAIL BOW /HEADER DETAIL Not To Scale TS EI•O POST TS HEADER 2'1.2•52' 16 GA ANGLE CLIP SECURE TO POST AND HEADER WI 114'x1` SDF's -2 ON BOTTOM AND 2 ON SIDE (2 REO'D.) END POST TO HEADER /RAIL CONN. Not To Scale NOTE: 14 GA FRAMING IS 2- 1(2 "x2 -112" TUBE STEEL. 12 GA FRAMING IS 2. 114 "x2 -114" TUBE STEEL. NIPPLES ARE 2- 114 -x2 -114' 12 GA T,S. FOR 14 GA FRAMING. NIPPLES ARE 2"x2" 12 GA T.S. FOR 12 OA FRAMING. CAROLINA CARPORTS, INC. IW Wh 10.16.08 """ REP """ NTS 3. REP ^"'" REP SHEET 7 OF 8 2'x2 "x2" 16 GA ANGLE CLIP SECURE TO POST AND HEADER W/ 114 "xi" SDP -2 ON TOP AND 2 ON SIDE TS STUD TS BOW POST 29 OR 26 GA. GALV. METAL SIDE PANEL 11/2 "x1 112"x2" 16 GA CLIP ANGLE SECURE TO BOW POST AND BASE RAIL W /4- 1 /4 "xi" SDF's I' TS CONTINUOUS BASE RAIL END POST /BOW CONN. DETAIL END BOW /BASE RAIL CONN. Not To Scale TS END POST 2"x2-x2- 16 GA ANGLE CLIP SECURE TO POST AND HEADER WI 1/4 "x1" SDF's -2 ON TOP TS NON-STRUCTURAL HEADER HEADER TO POST CONN. DETAIL Not To Scale 0 SECTION Not To Scale Not To Scale G LONG 15 12 GA NIPPLE SECURE WITH 4. 114' x r SOF's NIPPLE TO 3/1t- BASE RAIL _111. 1 ton BOW /BASE RAIL CONN. DETAIL TS HOW POS 1 TS CONTINUOUS BASE RAIL Not To Scale 1 7/8 " CURTAIN 1-*-- 2 112 " — ►� if8 x 1 1/4" SDP 8" O.C. 18 GA. SECTION THROUGH ROLL UP DOOR HEADER Not To Scale CURTAIN: 26 GA. galvanized steel with baked on epoxy primer & polyester lop coal. Size varies. See plan , l Header to post connection with angle clip. See detail 7. I. NO1E: 14 GA FRAMING IS 2- 1/2 "x2 -112' TUBE STEEL. 12 GA FRAMING IS 2- 1/44`x2 -114" TUBE STEEL.. NIPPLES ARE 2- t14 "x2 -1/4" 12 GAT.S. FOR 14 GA FRAMING. NIPPLES ARE 2 "x2' 12 GA T.S. FOR 12 GA FRAMING. CAROLINA CARPORTS, INC. Gh 10.15.08 RBP NTS RBP RBP SHEET S OF 6 U. S. HIGHWAY 80 ii.........■„ N 18 °02'09 "E. 90.55' LO 48.2' T6 LOT 7 18' BLDG. LOCATION NOT FIELD VERIFIED. LOT 1 LOT 8 - T, z CONC. CONC. LOT 9 C7 W I- LOT 10 PROPOSED 16' x16' BLDG WITH 8' PORCH. LOT 2 LOT 3 ti Z 0 0 LOT 4 LOINCONC. LOT g X tic. I S 12 °40'28 "W me S 12 °43'32 "W 90.15' MCKENZIE STREET 60' R/W PLOT PLAN FOR LOTS 6 -11, BLOCK 9, GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA REVISED OCTOBER 19, 2007 TO SHOW PROPOSED BLDG. AT LOTS 7 & 8. EQUIPMENT: TOPCON AP -L1A