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HomeMy Public PortalAbout10-0057 Tourism Council • CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: 02-10-2010 PERMIT#: 100057 WORK DESCRIPTION STORAGE BLDG FOR FLOAT WORK LOCATION 76 POLK ST-DPW OWNER NAME TYBEE ISLAND TOURISM COUNCIL ADDRESS PO BOX 491 CITY,ST,ZIP TYBEE ISLAND GA 31328-0491 PHONE NUMBER CONTRACTOR NAME COASTAL BUILDINGS&TRLR SALES ADDRESS 5707 OGEECHEE RD CITY STATE ZIP SAVANNAH GA 31405 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED $ 50.00 PROPERTY IDENTIFICATION# PROJECT VALUATION $2,206.00 TOTAL BALANCE DUE: $ 50.00 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. C449 izivios) (C&61 Signature of Building Inspector or Authorized Agent: P.O.Box 2749-403 Butler Avenue,Tv bee Island,Georgia 31328 (912)786-4573-FAX(912)786-9539 www.citvoftybee.org • City of Tybee Island - Community Development Dept rims o' • Inspection Report 403 Butler Ave. = P.O. Box 274 = Tybee Island, GA 3132B Phone 912.786.4573 ext. 114 = Fax 912.786.9539 fl Permit No. r) - Date Requested Li 1 Owner's Name r Date Needed ID 2 Gen. Contractor 4- --it-4‘ Subcontractor Contact Information (p cx e VJ : .‘s Ai .22 Li 511 Project Address Scope of Work r c , c .1- I Inspector --ng Date of Iliwiection Inspection f4;_a e C n Fait 0 Fee - "rT Inspection Pass 0 Fail 0 Fee Inspection_ Pass 0 Fail 1:3 Fee inspection Pass Fail Fee CITY OF TYBEE ISLAND, GEORGIA APPLICATION FOR BUILDING PERMIT 10_ o n S `7 \ < aj Location: °7 ' "Wk, :�7/� PIN# NAME ADDRESS TELEPHONE Owner 1Z;'UC. t tit i Architect or Engineer Building _ii . Contractor `� \ �" ��.� - � _��1�• � 4 _ ,.t� Zia • (Check all that apply) n Repair ❑ Residential n Footprint Changes ❑ Renovation ❑ Single Family ❑ Discovery ❑ Minor Addition ❑ Duplex n Demolition ❑ Substantial Addition ❑ Multi-Family ❑ Other ❑ Commercial Details of Project: _<Is tt�. gnaw, ff it ` . Tide Estimated Cost of Construction: 'Nor. ! b. '� Construction Type .C3 (Enter appropriate number) (1) Wood Frame (4) Masonry (6) Other(please specify) (2) Wood&Masonry (5) Steel &Masonry (3) Brick Veneer_ Proposed use: _idaa „411 Remarks: • ATTACH A COPY OF THE CERTIFIED ELEVATION SURVEY OF LOT and complete the following information based on the construction drawings and site plan: #Units #Bedrooms #Bathrooms Lot Area Living space(total sq. ft.) #Off-street parking spaces Trees located &listed on site plan Access: Driveway (ft.) With culvert? With swale? Setbacks: Front Rear Sides (L) (R) #Stories Height `\ Vertical distance measured from the average adjacent grade of the building to the extreme high point of the building, exclusive of chimneys,heating units,ventilation ducts, air conditioning units, elevators, and similar appurtances. 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. Date\/D Signature of ApplicA , `�jt Note: A permit normally takes 7 to 10 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: Signature Date FEES Zoning Administrator Permit SO, Code Enforcement Officer Inspections Water/Sewer Water Tap Storm/Drainage 21//�/Q Sewer Stub Inspections Aid to Const. City Manager TOTAL so motor %).1tFE. 1`,f RIOIMME4 `'`� GEORGIA \," �/ 01 CK Aa C ` a+M S 7ia EPD for Pr / tenovation The undersigned here does not in any way grant permission to the owl 7' to proceed with demolition,difiJ wrecking, or renovati< P luired ten (10) day "Project 47 Notification for Asbea a i) _ I n" form in accordance with the Georgia Asbestos ail").*'14 d..,,41,'1) �1t° m Division administers the rules. In most cases 1 -2 1 _ I ° •ed contractors to assure the portion of the buildii +r 3 on J._ by an Accredited Asbestos Inspector for mateth C h r 5 .� @_ c pr o t, a C arP a he asbestos before renovation, wrecking, or demoli gia EPD requires a completed demolition notificati ��� 4-1"o'v,,� dvance even if no asbestos is present in the build f y z v (� 1 iliance and contact telephone numbers are provid pr-;,, 4..Q,c�. Ip.9 5e r t' 'enovation and Asbestos and Demolition. Other , k o 0 Id, al techniques, lead abatement, ground contaminatio 7 .gulations that could affect the project. Ash 4,404 ��I � . �, fL, 4o n•ersigned 7 Date Printed Name /ZS/ 5FD L',JclS‘L, 4EL '441,45p11 -4 P ft-f'"A A if Office Use ASZ Project Address: Permit Number: 01-11-2010 16:02 PAGE: 1 COASTAL BUILDINGS & TRAILER SALES 5707 Ogeechee Road Savannah, Georgia 31405 Phone: (912) 234-3348 FI'G/eiral X060,13- MS CIF RUILINNEr. f g>C3 I g LP-3 Or fit All 511e-1 ictafri,ti , /2 9Qoe Z4 Coed c,�,+ 26 jct) 5"71- e. sAe2./,' /30 glP Cer ��-�;e� f DOLIVERIOTO: $ } —4' .lhSica //ed{ 25. 21 �hG/�,p �z 74.. 4 2-,4110L-6 , ifiamairsctivs fl U: /- 3/��� SWAM MITCH: BID qualm BY: y e- /1¢ 3g#e,- 84,` lf 344/, . ) __________ _____________________ _ .__ _ _ _ _ 7:: --. RECEIVED .„..... _ . , REVIEW FOR CODE COMPLIANCE Every effort has been made to Identity code violations, no oversight by the reviewer shall be construed as authority (.... to violate, cancel, alter or set aside ik any applicable codes or ordinances,The n) review and permit should not be construed ul as a warranty ourantes. 7 i Reviewed By ,-1.4 Date 1165/40 ro o p-, o METAL CARPORT INSTALLATION PLANS AND DETAILS ,-- AND •• FRAMING AND FASTENER SPECIFICATIONS ro "An Approved Set of Plans Must Remain on Job Site et All Times" a aa PREPARED FOR: 0') r it CAROLINA CARPORTS, INC. 2 P.O. BOX 1263 X' DOBSON, NORTH CAROLINA 27017 ro clt -N) Ul ro Cs' ro cy) GENERAL NOTES: n L. All STEEL TUBING SHALL BE 50 KS STEEL. 'A 0 , 2. SNOW LoAD ta 30 PsF. (OR 3. LOCATE ANCHORS AT EACH END OF BOW. 0 ', ,(#17,;2/47 ■ 4. FASTEN METAL ROOF AND WALL PANELS TO BOW OR ENDWALL FRAMING WITH 114 x'I'SELF DRILLING FASTENERS WITH 'Z' dile * CONTROL SEAL WASHER @I 5.0.0.MAX (SEE TABLES i AND 2 FOR FASTENER SPACING SPECIFICATIONS) A_ 'I 1 7 12 + CO k-F PPCIESSIONAL t 5. ALL FIELD CONNECTIONS SHALL IIE ile x r SELF DRILLING SCREWS. .\ LP., a) 41 6. ALL SHOP CONNECTIONS SHALL BE WELDED. .,5r `*VG I t4S -Cs..4s. 4x -4 MI 7. THE PLANS ARE VALID UNTIL-Ria NEXT REVISION OF THE INTERNATIONAL BUILDING CODE. el/ 1 PHILO -1 CO THIS IS TO CERTIFY THAT THE CALCULATIONS AND SPECIFICATIONS HEREIN HAVE BEEN FREPARED BY us THE UNDERSIGNED PROFESSIONAL ENGINEER,AND AHE IN ACCORDANCE WITH THE REQUIREMENTS OF OF THE 2006 lisITERNATIONAL BUILDING CODE,AND 2006/2007 SUPPLEMENTS, JAN 2 j 2010 CAROLINA CARPORTS, INC. 4 i&:IZSIIIIII— • svarIcao IN) .. TABLE 4 tit 84W FRAME AND PANEL FASTENER SPACING SPECIFICATIONS I m 0 r AVERAGE FASTENER SPACING p ON-CENTERS ALONG BOWS, BASIC RAFTERS,AND POSTS ''' WIND WIND SPEED MAXIMUM EXPOSURE BOW SPACING {INCHES) CATEGORY 3-SIGCOND.GL{SE (FEET) C (MPH) t U INTERIOR BOWS END 6QWS 1001-0130 5.0 6 6 BORC 6 6 140 T0150 4.0 r to e(100 to 130 mph)and 26 gauge(100 fo 150 mph)metal panels fastened r NOTES: 1,Speci€Ications appticable to 28 gaug ( ?np ) 9 4 ( 2 directly to 12 0,14 gauge steel tube how frames: 2.Fasteners Omelet of 114"-14X1"Self-drh u ng screws with control seal washer. ti 3.Spectilralione applicable only for mean roof height of 20 feet or less,and roof slopes of 14'(3:12 pItch), Spacing NI requirements for other roof heights and/or stopae may vary. iIl N ul Dl ro TABLE 2-END POST AND END WALL PANEL FASTENER SPACING SPECIFICATIONS ro m cl BAW MAXIMUM END AVERAGE FASTENER C WIND WAND SPEED POST SPACING SPACING ON-CENTERS EXPOSURE - 3.SECOND:GUST ALONG ENDPOS-15 CAT1I:CaQRY {MPH) (FEET) (INCHES) BorC 10010150 5.0 6 / r� 3 •. ix NOTES: 1.Specification applicable to 2$,gsgge(100 to 130 mph)and 26 gauge(1 DO)o 150 mph)metal panels fastened 1 f.. directly to-12oc,14 gauge steel tube bow frames. . t r. 1E5* -�.. QS � x .r) 2.Fasteners eonsl,ii of 114,•14X1"selfdliUlrtp screws with control seal washer. �'� pg;;;.� ,Q;�IRL � 3.Specifi�tl0ns-app��e only for mean eight of 20 faat or less,and roof slopes of i4'(3:12 pilaf). SpaOtng , Z -P roof h requirements tar other root heights endior slopes may vary. , U t [? CO p�5 4)'''G INSt9'0-631 -.1 CARPORT MAX DDOR m WINDOW AND DOOR NOTE WIDTH WIDTH �N PH1LL�? CO 12' a' EXTERIOR WINDOWS AND GLASS BOORS SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING►ASORATORY,AND BEAR AN AAAI4,OR VVDMA OR OTHER APPROVED LABEL 18'TO ZO' 1'- ��� J � �� IDENTIFYING THE MANUFACTURER;PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE 22'TO 24' 6' FOLLOWING SPECIFICATIOtt 26'TO 30' 20' per{ h; ANSVAA STRUC ONSH SHALL SE CARaLiNA CARPORTS,s, tNC. THE CONSTRUCTION SHALL 6E TESTED IN ACCORDANCE WITH ASTM E 330,5 i ANGARD TEST 3g 10 36' 24' METHODS FOR STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS,CURTAIN WALLS,AND 38'TO 40' 30' �" a�e�u -a DOORS BY UNIFORM STATIC AIR PRESSURE. OF iris .�t• ,._..,a5P W RIP OFSWEIMI -- — _ t I I N al 1A DR 76 r.0.OALVAMBED METAL ROOF PANELS MDR le tLA.ISALVANRR.O METAL ROOF PANk.5 FASTENED TO HOi i FRLIE*Mi Ile i.,'SOP9 FASTSBLU TO BOW FRAME 44014 1 '6r SIOX a WM'CON7RCL SEALWABH5I. PATH CONTROL SEAL YfASHER 6 r f Lo 0 (SEE TABLET FOR FAWNER WOLIN a} 12 IEEE TAELE I FOR FASTS 4$I © I 0 • 0 0 Box EAVE°MON 0 v � BOx SAVE OPTION ro VSE]E EKTENSIDN - w Ja� r� MOHDUTFAC SLAB F ouNGtiiIDN 0 MONOLITHIC sus FOuNOATION Z 4 H rlE; CONTINUOUS CONCRETE SLAB ❑ cONTINVOVS CONCRETE SLAB (OPEN CARPORTS DI�LY1 I- PINISN GRADE O (OPEN CARPORTS ONLY ( ❑ IP 0 MONOLITHIC SLAB FOUNR4'T)ONI OR TOP OF 1- 14,0'MAX.545544 30'4'MAX.SOW SPAN 2 CONCRETE 2? Jo CONTINUOUS CONCRETE SWF .n alk v i (OPEN CARPORTS G�� : ANPtuH9 HD7 ti31W:ED'N3u 51S1 111"WLIl 7-13, IV cDHCRLTE SUB co iRlWCna ,n5 t � e•OF FRCH BOW WITH ({EE OETA7L 1.5tIDET 6 OF S1 (SEE DETAIL 3,8HEET 5 OF 5) al _2040,4A I.BOW SPAN Ea.l T`,PICAL SIDE EXTENTION SECTION IV 7YPICAL.6OW SECTION NDtTDScele CA N7f.HORS ND7 HE4fuitlu VetN ft)Nei UV*. CONCRETE 5IAS COtl,TAL(TTS'wI. tiEE WA*1.IOW 506 a) a) r) • ❑ 29 OR 2.4 OA.CALYANIZEBMETN-ROOF PANEL-t` FASTENED TO DOW HOME wan so' S•U 2.1r. 5-0' 1 5A' S0` 6•43-WR G PCSera.NA RO1. (srE Twice I oRASTd4EFDFAC DG7 L MA1 fAt VAX MAX AA,. MAx _■A1111/14Plibill■- 112 290R26 GA.GALVANIZED .,._, rvELs well:,ALLWEU . N ALL 1— • S oHSI I // } $ XEAEOPTION i PRO1 SSI3NAL 4 s EX ! .SIDE TENSION i ,'r`i i!d�� `>�``J -HMV GRADE Q .. F�a+�1 L���1v, A TAI eq„oumRCSUasouto -no�N - CONCRETE OftT _ ____� 4113/ CONT N Ovs CONCRETE SLAB IV msansamorin a GABLED OPEN EiV©WALL SECTION , , NoI TD$DDID JAN 2 .-+ 2010 Am TRUSSED BOW SECTION ANCNDASNalkkuLAR nviltH CAROLINA CARPORTS, INC. GWiGPETC S1.■C.,06/C110,1. Nd To Scent tSEE DETNR 1.pliEEt il!F 6) .... - t RSP --RIP .".` -{L "."..me WEST 3Of5 LI. OVERALL LENGTH VARIES - (Jl OVERALL LENGTH VARIES ' DEPENDS ON NUMBER AND SPACING OF SONS r DEPENDS ON NUM9ER MO SPACING OA SOWS 11 It I It U _11 11 11 0 iv 11 11 I# It 11 11 11 11 I- 11 14 H { 11 - 11 11 11 ,.. ■1 — _- nOR26GA. - -jai• - a e nP.—1 8P�T �� ® Q 6105 MNEtSj . �`�� � _ �- MOM - _- Clfi.R bfr/U.S REaNt!O lr•V a/S 3 SEE TABLE I SEE TABLE+ SEE TABLES SEEYABI.E { NKr Mr cn II 6' I� fit'. it i'1=a1=10_111EI{i5l -I11=1I1. I(_iti�11ia0°111a�fl=1n_tIl""�'-ln"I . ..1.• �'�;Iii ,�I+{f'4' {,ri!"� n-n n (ft t �� -- i3=1i1=i11=1i11 =il=illnl1talll_11 IllaIII- 111=1 -II - I�MANN er,w9atewNes.38•Lore wRN / flN • �T ,T0F U3 N�wN>;NOT RtAn ..PR, OKA! en SIDE ELEVATION CpN1:8045IAb Ca6TRXTION. Nnt Tc 3,4* Mnt TO SWS - tatt 94-TAIL 1,bK'aT a OF 01 - JI \III i .. Tr.f VI t\{'CC'S` ''`,4�i i%yEc's �63, C7 f 5,0- 5-0 I te-u• 5•.y !W 5.0• \..' Il' j7 �,X�� Sir 3,3, B•a" 5.0• GO` 6a' S-0' yAy !AM1% MAX' �: I.X. butt I HA7C -1Ah% `, 0 TS m 11 28 OR 26 Gk GALVANIZED 1- METAL ROOF RAIJEL.S a,41 Iry ,, i GALVArIrroNETU v r':�{a.�{�+lhs... /` JAN `2 J 2O1 i m lr lri ilft��.-. A ELS.SECURSWAU- / �'^� ` . JP.al lr f, ��: PNiEL610BOW PAlTFRAN.a F /1/�ti...... 1• ` ENO P95TtM'IN�raeLF ���l_!�_ rs�r,wwra.��osr co i_!1(Il��•� � =LIMO SCReWS IV CONTROL �1IM ORE FOR SELEGI> GAWO[DOOR Sf�IL WAI$EROS'O.C. �'r1 �� -P MISHMINPNIMIL IRI LEONE! T�1_0�1SI®r1111 � 26 is`E0 m SAMNA.TS POST A�r!-:M111111111111 __ CO UNION WNW IISIMS1II to li'f-li airfAIIBn i�-IlisiJ„I'm'ISI_.V=iIt CO =ill= =III_uI_lil_111_11{°_III_111=111;IHT111=1 II 'I ,3xotr+QAMCHOiHS 2&C C.MAX w GROUND ANCHORS m trO - - MEE DCVO-3.81461'80F IN POST LOCATIONS © r0 G 3 " fSEESHEET Si Q v A/Ir1g11a NOTIIFOBIREo WRN Ar['�1Qts1AIT RIOUAE9 NOR COIIGI6IY Km r-vusTlricrOr+. COHGREIEtwa:ON STRt1411tbL FROM WALL SECTION °"A"''"�BOF�� REAR WALL SECTION {sFEBevn LvlTeaF14 NW Tn Sulk Not To ScB CAROLINA CARPORTS, INC. . era 10-I6_UY V 2. ]. sRGET A oF.a .way RBP ■ '-I ou IV Cr' r13 T4W tv,1Att ter/a FIPANDDANICNOR THCOGNI5 RAL IWMN POP EACH TI#NUGI wSEOALWITNN P OF EACH �- IOWALgYUOFBDREISEE&ERT aroNowa=es LI ;? T - - r MMaMVM r lla GAUGED-CHANNEL BRACE N __'I, I'k I� �� C-tr,FOR FA2T&YEOT07ifELEOANQBOW _ — to GA FWVMNG post-ROHM AT•16DEGREES.WITH 3-IW-FOR Z-lw'a I'SELF-DRILLING SCREWS i2WFAA44NG AT EACH END(I KR BRACE). , 3 � Mit-NL{U:A 4' --�j BRACE SECTION IVO Not To ScaW $,?','.%- - - ' (A1 f Y _ 6ONOUTHC CONC.FOOTING¢EFO PSI MIN.) CON,PocEts a•coNCHEft PAVEAItNt I ,�F , Z REINFORCEOWITH1#SaODNTMOUS r �I+iO.IDTJ`a��" y -"•�"- :pR rE5SIOC,tAL:- T •` t'�. Ul CONCRETE BASE RAIL ANCHORAGE CONCRETE BASE RAIL ANCHORAGE ;._ ,• IV ONa To Scala (OPTIONAL OPEN CARPORTS of Y) \Cr'6 ^..„ Z q ck' J Nw To Scala (OPTIONAL) \>l t-.,..vi eE s\Q• / ►v CONCRCT OOI'ICRETQ.HALL HAVE A MINIMUM SPECIFIED T;,OMPRESDNESTRENGTH OF MN �. AT SE DAtS. O DRILL SIT • k"I HNWID111 HC 6"CONE TS 11 GA NIPPLE BARE 166.AHD:EL'RR+E TD CTIVFR ovtk ktINPORCING STEEL _ SEGURE MTH4-1PV.l'SOF'as ANCROR WITH ill o�AMET R FORFWWDATiDNS.TIO WGONCRETE COVER OVEFL iStT AGA1NNG'BnRS SHALL DE:. THROUGH BOLT- L"PInSIC.` 1Hf:H51H FOUNDA'M1ONSLMHER£TNE CDNGAEIE GhS'T JsGA1NSTAND. PEKANSN£NTLY WCONTACT W3IH TI.1EFAf�Tl1 DR FjW['1SEDTDTt1E'EFRTI DR TN DONT-EASE HAIL WEATHER AF1P if2 INCISES G.SEWthERE,:REI DRGWG•EARSFIABC-DDED Di OROUTCO CEU,S SHALL NAMEMARI�1MGERARDIST EOF.7H INCH FORFN1E GkOUT OR Ill INCH FOR.GOPREEGROUT RETWSEN RE111FDRCM69AR5 ANT TOP OF SOIL Oft FACE OF A.C£LL.NEWPORCSNQ BARS USED MIIA7s>aIRY WNiS 6IIALL HAVE.A coNCRETE SLAU MASONRY CfiVER DING GROUTIOF NOT LFSSTTiM12MIVIFS FOR MASONRY T5 BOW POST _ _ UNITS WITH FACE EXPOSED TO EARTH OR T%ATIfIR 1.Ni A'F1'ff>:FOR�' T U 2'a b' �6- NIPPLE T O �i�N1I�. LNITS NOT EXPOSED TDEARIH DRwiATHER. F sTBEtPLATE 11 -'III'{{LL-{ 119 CH 15 •EWFOHCIIRL,STEEu - .tom STEEL VPIA7E V• ),1:_IS• I THE REINFORCING STEEL SIWLL BE MINMUM GRAQEEa a, DALVANRATtON: EpRRpL{7FgGpgNGRETE FOOTING METAL ACCESSORIES FOR USE IR EXTERIOR WALL CONSTRUCTgNANDNOT .,,a1 DIRECTLY EXPOSEDTO THEWEAIHERSHALLBEWLVAeIM,IN AGf:ORD,4,"NAT„ 4 art nni:IWH p5TM h 157;CRASS 62:MET ALrLATECDNNEOTORS.3GIlEWS.mommao NAILS 5'n-ROD 30'LONG ExPU5Ef1 piR£CTLY T 7:WFATHER.SHkLL RESTAQ4 E4S STEELOR HOT DIPPED. P— MUM.i•HELP: fiALYAli4E0- B m REINFOAt.t4ENT MAY-6E BENT W THE SHOP OR THE fF1D PROYB7EGC 0 ALL REINFORCfiMENT I.SBEN LCOLD,. i...HE DIAMETER of THL'8EN0.ueAWRED CN Tt1E MODE OETNEEAR,IS NOT.LESS ORCEI4 DIAMETER$ANQ' 1 AE FORGEMEI'1T FARTYVlYEM6EDDED Bi CONCRETE SMALL NQT 8E FTELD BERT. ALTERNATE BOW POST TO CONCRETE E>GE7oN WHEREeft �ME�E =Y=o, rDDwEL>�I;BWfmA FOUNDATION CONNECTION DETAIL CD BASE RAIL ANCHORAGE RESENTA 5L E$P YEETHM THAN RHORITXLNTALLPISFIA IAEHTTO OF NOT Nat 7o Stale e N s OF VERTICAL BAR LENGTH. Not To Scyr - CAROLINA CARPORTS, IN ,AarC e -a - I' RBP Nis O7 t A1O'-RBA. SHEETSOF e,�. L1 of 3 TS DOW RAFTER a-le....A tlrrw,wti HHAiti ti•10 T•POSH - T. 40-14 GA U•SNANNEI 1111ACF.Cr TO 11'POST) - HIPPO.TO :.iTh 6 �;. IN NSOW ENO now leAPt L-x �' 0 REWIRED s �� F' 118 GAO-CHANNEL SHAGS w•TO 1•'P051 4r se GAO-CHARNEL SHAGS tv to 14'Pose t L 1 � r ye r 6' N. m 6•LONG TS{2liF,hgpYLt Q SECl1AE BOW AND POST TO d' EcuHi POST GA NIPPLE NIPPLEtriTH:42;x 1' SECURE POST TO NIPPLE WITH - SELFURELF7G FnSTENER:+ a-vA•x 7^SOh 46' ..li l" 9' iS CUW PCiS-f 2 TS SOW POST 1: r BOX EAVE BOW/ r BOW/CORNER POST DETAIL POST DETAIL 0-CORNER MDI To Stale IU UI (U. saPPLE TO SOC. . SOW NAPTCA I IT LONG POST T NIPPLE ANOLE SEPIRE TO A. j�''6!/)'ter r =OWE POST xl'SPL6 �� -'NGLE SE°'RE D ,'. �$. (� WITH tll':1^SOPa. - - SOWS UK ,p p,Y•, •_;:...17 '/, j°' _Ap., l �-+ 2 UN TOP.i ON • 1 7 •.a 6lONli%TNA 1Arx lE s• $ECX1RE WlixA 1N'xl-SUF- t lrin ISCAr 1S GA.CLIP ,«. SjilliSile WP'SECURE TO SO 80WPDSThND GAUL . RAIL WI 41Hkt^SfWt �ett1 2ON TOP.zONSIDE TS{;A6l.t• #_, Ct [Q =L 3S HOW POST 'Y" SLMi 1 e5-. }l on n C 0. Y 24^14 GA UttWIWELSRAGEl6TOT POST) t t71t0 sS"1iG UtHANUIa SRACE5CTO 14`POST) ��--^_TS now POST 4. GABLE RAIL TO BOW POST E'k!p;ilk'? SIDE EXTENSION BOW/ CONNECTION DETAIL 01 as CORNER POST DETAIL Net TO Scale -,3 '15 NWTQSuh - 5 1rl"10 GAUGE FURRING CHANNEL FASTENED N01E: TCI EACH haw WITH(2)1T4"x 1"SELF-ORILLING 14 GA FRAMING IS 2 T)2-k2.1(4 U6E STEEL. ... �� FASTENER SPACED NOT MORE T AN-48 o.G N(P�%,E$A E?V/WW2-U4'13 OATSE FFOORR 1EEL GA FRAMINGL iiiimoir NIPPLES ARE 712•52 OATS.fQR 120A.FRAMING. CAROLINA CAR PORTS, INC. ROOF PANEL ATTACHMENT M- `-- HEP -� „Ts (ALTERNATE FOR VERTICAL ROOF PANELS) --RSP wSNEETS OFa Not TO Sale _.-._. __,-.!.-___— cn N NIPPLE Ter WIC 16 NOW NAFSkR Q RASE RAL \thill11101P TS OW RAFTER f V'LONE 15 1:GA NIPPLE. �'' SELF-ORA- NSFAS EN t-. UV t LOO RE.W-.GA NIPPLE. •• 1 C LONG Ts 12 G"NIPPLE �� S6XIREPAOI WITH i.tr,',t' CO 98FDflRLNs PAHTENENS i 0 T � DOUBLE T5 HEADER Iwr, 11111111111ne DOUBLE T5 HEADER I YS BOW POST BASE NIPPLE TO en r 21 2 BOW/POST DETAIL BOW/HEADER DETAIL 0 Not To Scale 2 O Not To stele N zt N 01 N of rLON3Ta T2GANIPPLE +,_,max, Ts oOW Post 1111 TS hNDPOST z'%2'al'.1a(j/.$RLE cur • �'! .� . TS HEALER $ECUAE roPOS7 AND _ , I xE�ER, u<x, PFD�SStflNPL S ; TD CONTINUO=SASE RAIL HEADER ON warm- AFIE 2UN SIDE.(2f UM.) �� a �C.r .fi"rn t .. !11_�:a -,III ' °�PsIL��`� c► 1�Stier 1, NIPPLE TO 41. 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Z 11 N,IN SECURE WITH 4.1W 41'SOFl - l 1 I 1 TS POST II II I r) IIIIIMIIM 2'7r2'X2'1&GAANGLECUP - SECURE TO POST AND I I HEADER w,1/4"x1' I SOF''r2 ON TOP rs sow POs t I NIPPLE TO 311E I 1 SASE FOUL r I TS a:WINUOUS BASIL RAIL -t T$NONSTRUCTURAL HEADER �- l i�I ,+ ai1i;A1.I I Ii1 n.a +�I 1 I m HEADER TO POST CONN. DETAIL $ BOW/BASE RAIL CONN. DETAIL I ' ' � 004` . 1 / Not I D Scale Nat To Scale I ��/ +0#41::e#:Phi =:. SlONAL RI I 1f" g8x11I4"SUF '�{ .. WI x,1/4"SDI o°a.c. iILL-g , CO ®e O.C. P Iaa .� 21110 TI _� 11 GA FRAMING A FRAMING IS 2-lf4•S2-U4 TUBE STEEL. 1 7/8" CURTAIN 18 GA. 12 GA FRt+MING IS 2.1A.•.'x2.1t"TUBE STEEL. FX I I NIPPLES ARElllex2-1111'12 GA T.S.FOR 14 GA FRANI3. R --� NIPPLES+�TaY 12 GA T.S.T FOR 12 GA FRAMING_. 1-ll --1/1----a-1 CAROLINA CARPORTS, INC. SECTION SECTION THROUGH ROLL UP W, 1b., s DOOR HEADER NTS m Not To Scale Not To Scale CURTAIN:26 GA.gaivanizee steel with e a baked on epoxy primer E polyester IDD LOE1. 'la`Far anEET 00f I L_ — - --