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0 <br />_I <br />1 O,-0" <br />SIMPSON H1, TYP. O <br />SIMPSON H3, TYP. 0 CORNERS ( <br />UPLIFT PER TABLE 908.6 <br />SPAN = 38'-0" <br />TRUSS SPACING = 24" <br />U=1664 # PER CONN. <br />HETA20 = U =1810# O <br />m4 <br />SIMPSON HETA20, RP. O <br />0 <br />0 <br />2017 FBCR TABLE R301,2 <br />COMPONENTS AND CLADDING - EXP, "B" <br />140 Ult - ROOF NET UPLIFT SCHEDULE <br />ROOF ZONE <br />DEGREES <br />10 SQ. FT. <br />> 27 TO 45 ni +19.4/-21.0 PSF <br />> 27 TO 451 (2) 1 +19.4/-24,0 PSF <br />> 27 TO 451 (3) 1 +19,4/-24,0 PSF <br />MAIN ROOF (N❑MINAL) <br />EFFECTIVE WIND AREA <br />20 SQ, FT. <br />+18,8/-20,0 PSF <br />+18,8/-23,0 PSF <br />+18,8/-23,0 PSF <br />50 SQ, FT. <br />+18,1/-18,0 PSF <br />+18,1/-22,0 PSF <br />+18,1/-22,0 PSF <br />NOTE: <br />R❑❑FING MATERIALS SHALL BE CONNECTED TO THE ROOF STRUCTURE TO RESIST <br />UPLIFT INDICATED IN THE NET UPLIFT SCHEDULE, <br />3'-0" FROM THE BUILDING EDGE GOVERNS FOR ZONE 3, <br />1 lJ I. I. t/ V <br />1'-5" <br />SECTION @ PORCH BEAMS <br />1 /2r=1'-0" <br />LATERAL LOADS <br />Design Wind Velocity:140 mph <br />Risk Category:ll <br />Wind Exposure Category: B <br />Internal Pressure Coeiiicents: 0.18/-0.18 (Enclosed) <br />Q SIMPSON META20 <br />O SIMPSON HETA20 <br />SIMPSON MGT <br />SIMPSON HUS 26 <br />0 SIMPSON H1 <br />SIMPSON H3 <br />(D SEE GABLE END DETAIL <br />SIMPSON LSTA12 <br />VERIFY ROOF PLAN WITH <br />TRUSS MANUF. DRAWINGS <br />AND CALCULATIONS. <br />FASTEN ROOF SHEATHING W/ 8d NAILS 0 6' O.C.—N <br />0 EDGES, 12' O.C. 0 FIELD do 4' O.C. ALONG NAILER <br />24 NAILER BELOW SHEATHING <br />FASTEN ALONG VALLEY W/ 10d NAILS 0 4- O.C. <br />SECTION @ VALLEY -SET ATTACHMENT <br />3/4'4-0° <br />ENG'R. TRUSS <br />100 SQ. FT. <br />+17,6/-17,0 PSF <br />+17,6/-21,0 PSF <br />+17,6/-21,0 PSF <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 />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 />(6TEL EDITION). <br />.p ;r� STAB Q• <br />•rrPLO R��.•'•a� <br />•••rrrrr•r <br />PROFESSIONAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER: 53608 <br />Plans By: <br />Larry deMontmollin <br />9ocomayClub Tan <br />Mulberry, FL 33860 <br />Phone:(863)397-7525 <br />DATE: 02-08-19 <br />DRAWN BY: L.B.D. <br />REVISION: I DATE: <br />RO 1 <br />RO 2 <br />RO 3 <br />RO 4 <br />PROJECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />501018th. STREET <br />ZBPHYRHILIS, FI.. 33542 <br />CONTRACTOR: <br />J �-�-F D i�Co✓� <br />HOUSE PLAN <br />ROOF PLAN <br />ROOF PLAN <br />1 /4r=1'-0" <br />DWG, BF-001-AS REV. 0 <br />