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0 SIMPSON META20 <br />O SIMPSON HETA20 <br />(�) SIMPSON MGT <br />0 SIMPSON HUS 26 <br />0 SIMPSON H1 <br />0 SIMPSON H3 <br />SEE GABLE END DETAIL <br />SIMPSON LSTA12 <br />Roof -to -Wall Uplift Connections <br />per Table R908.8.1 <br />Greater than 6' from bldg. corner <br />140 Vult Span = 42'-8" <br />40' =-559.12 + 14x3= 42 = 601.12 <br />Roof -to -Wall Uplift Connections <br />per Table R908.8.1 <br />Within 6' from bldg. corner <br />ROOF PLAN <br />1 /4"=1'-0" <br />A n' ", <br />44'-8" <br />i v I, I, v .) <br />SECTION @ PORCH BEAMS <br />1 /2"-1'-0" <br />FASTEN ROOF SHEATHING W/ 8d NAILS ® 6" O.0 <br />.— <br />@ EDGES, 12" O.C. @ FIELD & 4" O.C. ALONG NAILER <br />2z6 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 />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 />PROFESSIONAL ENGINEER SEAL <br />ENGINEER OF RECORD <br />David W. Smith P.E. <br />FLORIDA LICENSE NUMBER: 53608 <br />Plans By: <br />Larry deMontinollin <br />90 Country Club Lane <br />Mulberry, FL 33860 <br />Phone: (863)397-7525 <br />DATE: 02-08-19 <br />DRAWN BY: L.E.D. <br />REVISION: I DATE: <br />RO 1 <br />UIX <br />RO 4 <br />PROTECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />501018th. STREET <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />�c-F�f D ixfln <br />HOUSE PLAN <br />ROOF PLAN <br />VERIFY ROOF PLAN WITH <br />TRUSS MANUF. DRAWINGS <br />AND CALCULATIONS. <br />140 Vult Span = 42'-8" <br />40' =-837.18 + 21x3= 63 = 900.18 <br />DWG, BF-002-A5 REV. 0 <br />