Laserfiche WebLink
FBCR 2017 - COMPONENTS AND CLADDING - EXP, 'B' PER FBCR R301.2 <br />W-411 <br />ROOF PLAN <br />1 /4"=1'-0" <br />140 Ult - DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS (NOMINAL) <br />COMPONENT <br />ZONE <br />EFFECTIVE <br />WIND AREA <br />WALL <br />10 SQ. FT, <br />20 SQ. FT. <br />50 <br />SQ, FT, <br />100 SQ. FT, <br />500 SQ, FT. <br />WALL <br />® <br />+21.2 PSF / -22.0 PSF <br />+20.2 PSF / -22.0 PSF <br />+19.0 PSF <br />/ -20.0 PSF <br />+18.0 PSF / -19.0 PSF <br />+15.8 PSF / -17.0 PSF <br />WALL <br />5 <br />+21.2 PSF / -28.0 PSF <br />+20.2 PSF / -26.0 PSF <br />+19.0 PSF <br />/ -23.0 PSF <br />+18.0 PSF / -22.0 PSF <br />+15.8 PSF / -17.0 PSF <br />NOTE, <br />ALL EXTERIOR DOORS & WIND❑WS ASSEMBLIES SHALL SATISFY THE REQUIREMENTS IN FBC 2017. ALL C❑NNECTI❑NS TO BUILDING STRUCTURE <br />SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE, <br />4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 5. <br />COMPONENTS AND CLADDING - EXP.'B' <br />140 Ult - ROOF NET UPLIFT SCHEDULE <br />MAIN ROOF (NOMINAL) <br />ROOF <br />DEGREES <br />ZONE <br />EFFECTIVE WIND AREA <br />10 SO, FT. <br />20 SQ. FT. <br />50 SQ. FT. <br />100 SQ, FT. <br />> 7 T❑ 27 <br />1 <br />+12.2/-19.0 PSF <br />+11.1/-18.0 PSF <br />+10.0/-18.0 PSF <br />+10.0/-17.0 PSF <br />> 7 TO 27 <br />2 <br />+12.2/-33.0 PSF <br />+11.1/-31.0 PSF <br />+10.0/-27.0 PSF <br />+10,0/-24.0 PSF <br />> 7 TO 27 <br />3 <br />+12.2/-49.0 PSF <br />+11.1/-46.0 PSF <br />+10.0/-42.0 PSF <br />+10.0/-39.0 PSF <br />NOTE, <br />ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST <br />UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE. <br />4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3. <br />2017 FBCR TABLE R301.2 <br />COMPONENTS AND CLADDING - EXP.'B' <br />140 Ult - ROOF NET UPLIFT SCHEDULE <br />MAIN ROOF (NOMINAL) <br />ROOF <br />DEGREES <br />ZONE <br />EFFECTIVE WIND AREA <br />10 SQ, FT. <br />20 SQ, FT. <br />50 SQ. FT. <br />100 SQ. FT. <br />> 27 TO 45 <br />1 <br />+19.4/-21.0 PSF <br />+18.8/-20.0 PSF <br />+18.1/-18.0 PSF <br />+17.6/-17.0 PSF <br />> 27 TO 45 <br />2 <br />+19.4/-24.0 PSF <br />+18.8/-23.0 PSF <br />+18.1/-22.0 PSF <br />+17.6/-21.0 PSF <br />> 27 TO 45 <br />3 <br />1 +19.4/-24.0 PSF <br />+18.8/-23.0 PSF <br />+18.1/-22.0 PSF <br />+17.6/-21.0 PSF <br />NOTE, <br />ROOFING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST <br />UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, <br />4'-0' FROM THE BUILDING EDGE GOVERNS FOR ZONE 3. <br />O SIMPSON HETA20 <br />LATERAL LOADS <br />Design Wind Velocity: 140 mph <br />Risk Category:11 <br />Wind Exposure Category: B <br />Internal Pressure Coefficents: 0.18/-0.18 (Enclosed) <br />SIMPSON META20 <br />O SIMPSON HETA20 <br />SIMPSON MGT <br />SIMPSON HUS 26 <br />SIMPSON H1 <br />0 SIMPSON H3 <br />0 SEE GABLE END DETAIL <br />SIMPSON LSTA12 <br />VERIFY ROOF PLAN WITH <br />TRUSS MANUR DRAWINGS <br />AND CALCULATIONS. <br />ROOF VENTILATION AS PER <br />FBCR SECTION R806 <br />CLIMATE ZONE 2A <br />ROOF PITCH 5 ON 12 <br />FASTEN ROOF SHEATHING W/ 8d NAILS ® 6" O.C. <br />EDGES, 12' O.C. 0 FIELD & 4' O.C. ALONG NAILER <br />2x6 NAILER BELOW SHEATHING --,' <br />FASTEN ALONG VALLEY W/ 10d NAILS ® 4" O.C. <br />SECTION @ VALLEY -SET ATTACHMENT <br />3/4"=1'-O" <br />ENG'R. TRUSS <br />NOTE: THE ABOVE DETAIL IS SPECIFIED AS AN ALTERNATE TO ATTACHMENT DETAILS SUPPLIED BY THE TRUSS MFGR. / ENGINEER <br />PRELIMINARY ROOF PLAN <br />FOLLOW TRUSS SUBCONTRACTOR PLANS <br />PRELIMINARY ROOF PLAN <br />FOLLOW TRUSS SUBCONTRACTOR PLANS <br />I HEREBY CERTIFY THAT I HAVE REVIEWED <br />THIS PLAN AND FOUND IT TO BE IN <br />COMPLIANCE WITH ASCE 7-10, & FBC 2017 <br />(6TH. EDITION). <br />�44I I t ►►e <br />►'► E i-T- O Al I�►,t�® <br />cjENSF' <br />•� a . No. 3 • <br />g EOF :44/: <br />V ' <br />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICBNSB NUMBER: 53608 <br />Plans By: <br />Larry deMontmollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 09-03-19 <br />DRAWN BY: L.E.D. <br />REVISION: <br />RO 1 <br />RO 2 <br />RO 3 <br />RO 4 <br />DATE: <br />PROTECT ADDRESS: <br />3802110TH. AVE. <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />BUITERFIBLD INVESTMENTS <br />HOUSE PLAN <br />ROOF PLAN <br />DWG, 38021-A5 REV. 0 <br />