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32' 4' 32 -h' <br />op 10 op <br />SIMPSON H16-2 (FL 11470.2) OR APPROVED EQUAL TRUSS ANCHOR @ ALL DBL. <br />GIRDER TRUSS TO TOP PLATE CONNECTIONS MSIMPSON HETA20 <br />II I I II <br />II I I II <br />I <br />II j I I� <br />II I <br />II I I II <br />I <br />II I I II <br />II I I II <br />II I I <br />II I <br />II I I I <br />I I <br />II I I II <br />II I I II <br />II j I I� <br />II I I <br />II I I II — <br />II i I II � 4 <br />II I I II o <br />F /PJ� <br />II I I II <br />I <br />II I I <br />II I I I� <br />II j I II <br />II I I II <br />I <br />II <br />II I I I <br />I I <br />II I I II <br />II I I II <br />II � I II <br />I II <br />II II II II II II II II II <br />20' -0" 13' -0„ 20' —01, 13' -01, 20' ,0l l <br />70, <br />UNIT 6 UNIT 5 UNIT 4 <br />ROOF PLAN <br />1 /4" = 1'-0" <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 />0. TpPga\ \V No <br />G y e <br />PV.5363 g`�. <br />-e' ST y/9 <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: 11-15-18 <br />DRAWN BY: L.E.D. <br />REVISION: <br />R01 <br />RO 2 <br />RO 3 <br />RO 4 <br />DATE: <br />PROTECT ADDRESS: <br />BUTTERFIELD INVESTMENTS, INC. <br />COURT ST. <br />ZEPHYRHILLS, FL. 33542 <br />CONTRACTOR: <br />JOEL BAILEY <br />TRI-PLEX PLAN <br />ROOF PLAN <br />DWG, WB-15 REV. 0 <br />