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�BOX EAVE FRAME RAFTER ENCLOSED BUILDING <br /> <Sheets 3, 5, 6, 8, 9, AND 10) R[7LL—UP OO�R OR <br /> SVINGING OO�R <br /> cAS APPLICaBLE) <br /> f�ASN]NG FLASH7NG <br /> I IENGTH vARIES DEPENDING ON I I I <br /> NUMBER qN� SPACING 0� RAFTERS l2'MAMIMUM RAFTER SPAN <br /> 1 � <br /> TYPICAL SIDE ELEVATI�N-HORIZ�NTAL RO�F TYPICAL END ELEVATION-HORIZONTAL ROOF <br /> SCALE 1/B' = 1'-0' SCALE V8' = 1'-0' <br /> �BARN FRAME RAFTER ENCL�SED BUILDING <br /> (Sheets 4, 5, 7, 8, AND 9) <br /> ROLL-UP DWR OR <br /> SWINGING DDOR <br /> (AS APPLICABLE> <br /> FLASHjNG <br /> �LASHiNG <br /> I LENGTH VARIES OEPENDING ON I I l2'Mn%INUN RAFTER SPAN I <br /> NUMBER AND SPACING Of RAFTERS .-� <br /> --^i <br /> TYPICAL SIDE ELEVATI�N TYPICAL END ELEVATIDN <br /> SCALE 1/8• = 1'-0' SCALE ti8' = 1'-0' <br /> INSTALLATION PLANS, DETAILS AND NOTES <br /> FRAMING AND FASTENER SPECIFICATIONS <br /> 1. DESIGN IS FOR A MAXIMUM 12' WIDE x 8' EAVE HEIGHT STRUCTURES. <br /> 2, DESIGN WAS DONE IN aCC�RDANCE v[TH THE 2010 FLGR[DA BU[LDING CODE (FBC), 2006 INTERNa71pNAL BUILDING CODE <IBC) AND 2009 IBC. <br /> 3 2010 FBC WIND PRESSURES GOVERN ❑VER 2006 IBC AND 2009 IBC WIND PRESSURES <br /> 4 ➢£SIGN LOADS ARE AS F�L�OWS. <br /> AJ DEAD �OAD = 1.5 PSF <br /> B> LIVE LOAD = 12 PSF <br /> G SNOW L�AD = 21 PSF <br /> D) STORAGE LOAD = 20 PSP <br /> 5 ULTIMATE WIN➢ SPEED ll5 TD 150 MPH <NOMINAL WIND SPEED 99 T❑ 116 MPH): MAXIMUM RAFTER/POST AND END P�ST SPACING = 4.0 FEET <br /> 6. ULTIMA7E WIND SPEED 151 TO 180 MPH (NOMINAL �/IND SPEED 117 T❑ 139 MPH): MAXIMUM RAfTER/POST AND EN➢ P�ST SPACING = 4.0 FEET <br /> 7 RISK CATEGORY I ❑R II. <br /> 8. 1✓IND EXPOSURE CATEGORY B AND C. <br /> 9. SPECIFICA7IONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLr TO 2 1/4'x2 1/4•-16 GAGE STEEL TUHE <br /> RAFTER FRAMES. <br /> 10. AVERAGE FASTENER SPACING DN-CENTERS ALONG RAFTERS OR PURLINS, AND P�STS (INTERIOR OR END> = 6 INCHES. <br /> 11 FASTENERS CONSISi ❑F 1/4'-14x3/4' SELF-DRILLfNG SCREWS WITH C�NTROL SEAL WASHER. SPECIFICATIDNS APPLICABLF ONLY FOR <br /> MEAN RO�F HEIGHT �F 20 FEET OR �ESS, AND RO�F SLOPES OF 14' (3:12 PI7CH) OR LESS SPACING REQUiREMENTS FOR DTHER ROOF <br /> HEIGHTS AND/DR SLOPES MAY VARY <br /> 12 PER MANUFACTURER'S SPECIFICATIONS UPLIFT STRAPS ONLY REpUIRE HALF OF THE FASTERNERS TO BE 1NSTA�LED T❑ ACHIEVE THE <br /> LISTE➢ LOA➢. FASTENERS ARE T❑ BE INSTALLED SYNETRICALLY <br /> MOORE AND ASSOCIATES VN �ri JRS BENNETT BUILDING SYSTEMS,LLC <br /> ENGINEERING AND CONSIJLTING, INC. ,�, pyH METAL FRAME ENCLOSED BUII.DING <br /> ��TIOt mC1IiNT S 71E�r�Im1[AIO AitOCillTES a1G 1K T MGid VTM � 4-9-19 �►1TS 10� 13W3S <br /> Tl��l�0I1ElD��AN1/AIm ��011E�Nlft tRt�lIQ!�Cl/k7f�D <br /> n�uuro�w►r�wu�eT�o <br />