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14-15757
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2014
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14-15757
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Last modified
8/27/2015 1:56:19 PM
Creation date
8/27/2015 1:56:18 PM
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Building Department
Company Name
SHAW LAKE RIDGE
Building Department - Doc Type
Permit
Permit #
14-15757
Building Department - Name
WATSON,JOHN & SUE & TIMOTHY
Address
5117 RIDGE ST
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� BOX EAVE FRAME RAFTEl2 OPEN CARPORT (Sh ets 4, 6, 7, 9, AND 11) <br /> ... . - -_ - _ : -. _ .�"`-�..�,--,,,, <br /> ...."'...__ _'_'__ 6 �I.ASNING <br /> i'LASH[NG � <br /> I LCNGiH V�R1CS DEPEfIDMG�N I I 70'Ndx�ttUN aqfTER SPnN I <br /> MJNBER IWO SP�UNG 0�'R�f1C4S �� <br /> TYPICAL SlAE ELEVATION-HORIZ�NTAL ROOF T PICAL END ELEVATI�N-HORIZ�NTAL RODF <br /> SCAI.E 1/B' = 1'-0' SC !.E 1!8' = 1'-0' <br /> � BpW FRAME RAFTER (]PEN CARPORT (Sheets , 6, B, AND 10) <br /> =,- ,_ =_;=_ _ __.....__ ::_ ____.. ..,,_;...� ._--.-r"� <br /> - �'" ' '" " � _'- '-- "' flASMlNG <br /> 6' <br /> FL�SHiWG <br /> �CPT1pHA�) <br /> LENGTH VAG[ES OLPEHOb1G ON �0�MAXINUM RILL'TCp SPUi � <br /> NUNBfR ANb SP�C�NG bf RA�TERS �� ,- � <br /> � <br /> TYPICAL SIDE ELEVATI❑N TYP[CAL END ELEVATI�N <br /> scnL� iig• = r-o• sca�E� i�e� � r-o• <br /> INSTALLATION NOTES AND SPECIFICATIONS <br /> 1 DES[Grt [S FOR A MAXIMUM 3Q' VIDE x 14' £AV'c HEIGHT STRUCTl7RES <br /> 2 RESIGN VAS DONE IN ACC�RDANCE VITH THE 2010 i"LORIQA HUILD[NG CO E <F8C? WITH 2O32 SUPPLEMEDlT AMENOMENTS, <br /> 2�06 INTERNaT1QNA_ BUi�DING CODE tIBC), 20D9 IHC AND 2012 IBC <br /> 3 AESIGN L�A�S aRE AS Pd:.LOVS <br /> A� DEAD LOAD = IS PSF <br /> $) L[VE LDAO = 12 PSF <br /> C) SNDV LDAD = 20 PSF <br /> 4 �OV ULTIHATE VINQ SPE£D SDS TO 140 MPH (NOMINAL WIND SPEEO 81 T 1p6 MPH): MAXlMUM RaFTER/POST AND END PaST <br /> SPAGING = 50 PE£T <br /> S HIGH ULTiHATE VINO SPEEO 141 TO I70 MPH fNpM1NAL W1ND SPEED t09 0 132 MPH) MAXINUM RAFTER/P�S7 AND END P�ST <br /> SPACING = 4o PEET <br /> fi R►SK CATEGORY I <br /> 7 W[ND EXP05URE [ATEGdRY 8. <br /> B SPECIFICATIpNS ApP�ICAB:.E TD 26 AND 29 GAUGE McTAL PANEIS FAST NED DtRECTI.Y TO ^c 1/4• x 2 1/4• - la GAGE TUBE STEEL CTS) <br /> FRAMING NENHERS <br /> 9 AVERAGE F'aSi£NER SPACiNG ON-CENT£RS ALONG RAFTERS pR PuRLINS, N6 PaSTS (IrJTERt�R OR END> = 6 INCHcS. <br /> 10. FASTENERS CONSiST �F 1/4•-14x3/d• SELP-DRILLING FASTENER fS�f), SE CONTRO� SEAL VASHER VITH EXTERSpR FASTENERS <br /> SpECIFiCATIONS APPLtCAH_E ONLY FOR MEAN RODF HEI�HT OP 20 FEET R LESS. AND RDOF SL6PES OF 14' (3�t2 PI7CH) OR LESS SPACING <br /> RE�UIRENENTS FaR OTHER RO�F HEIGHTS ANO/OR SLOPES HAY VARY <br /> 11 GROUND ANCHpRS CONSISTING OF q4 REBAR VlVEL➢ED NUT z 2�' LpNG AY 8E �SEU FaR LDV VIND SPEEDS �NLY <br /> 12. GRDUND ANCH17R5 SHAL� BE 1NSiALLEU THRpUGH BASE RAIL VITHiN 6' F EACFi RAFT£R P�ST ALONG SIDES F'�R HIGH ViND, EVERY <br /> ❑TH�R POST FpR LOV WINO. <br /> 13 �PT10NAl BASE RAIL APtCHORAGE HAY HE USED F�R LOV AND HIGH WIN SPEEDS <br /> MOORE AND ASSOCIATES o�A� , �s BENNE7`I'BiJILDING SYST�MS,�.�c <br /> ENGINEERING AND CONSULTING, INC. a�c �,Pm� OPEN CARAOR'C <br /> �j �� � �������������•��T� C 61GR+ VSIt 0J1TE� B-21-t4 SCAtE� NTS 0 fX& 121175 <br /> 17WJ7►6t12C0 R[MODUCTIW,Cdtpt,Qt OTKIIVISC lRt Q �HI!C0.1lEMi 1Z <br /> iTOtCTIf�qtltEp�WD�M► pi'itl�tltEM7 T�CREIVOI MAt K fi1LECT IO <br /> LCGAL�CZ�OL L HU - i. fD� K- V� <br />
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