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v <br />c� <br />0 <br />C:) <br />I <br />CV <br />f� <br />0 <br />J <br />0 <br />(10 <br />L0 <br />0 <br />I <br />0 <br />CID <br />L0 <br />0 <br />I <br />cV <br />CN <br />Cr <br />0 <br />AO <br />Q <br />rn <br />0 <br />I <br />CN <br />0 <br />J <br />O <br />to <br />Ln <br />0 <br />I <br />to <br />0 <br />I <br />C'4 <br />v <br />cn <br />0 <br />Q <br />o, <br />Q <br />N <br />0 <br />a <br />E <br />O <br />0 <br />C <br />J <br />N <br />v <br />0 <br />h <br />U <br />w <br />i <br />v_ <br />ay. <br />v <br />N <br />1 <br />i <br />0 <br />v <br />O <br />J <br />LZ <br />N <br />0 <br />rn <br />Ln <br />0 <br />d <br />CV <br />CV <br />O <br />cV <br />Ln <br />0 <br />Q <br />a, <br />0 <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE CATEGORY •, C <br />Q <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />SPF <br />A <br />META12 <br />1420 <br />9 - 10d x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />EFFECTIVE <br />WIND AREA <br />(SO FEET) <br />WIND PRESSURE AND SUCTION (PSF) <br />(+) VALUE DENOTES PRESSURE <br />(-) VALUE DENOTES SUCTION <br />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:12] <br />a=4ft <br />A 2 <br />() <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />9 - 1 Od x 1 1/2" <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />B <br />HETA16 <br />1810 <br />9 - lOd x 1 1/2" <br />HTA16 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />10 <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />D <br />H3 <br />400 <br />320 <br />8-8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />-78.58 <br />SYMMETRICAL <br />COMP. OCOMP. <br />50 <br />D1 <br />I I <br />' ........ M1 <br />i <br />LD05 <br />p2 LD05 <br />50 51 D2 <br />D1 D1 <br />D A <br />liaa C ° °7 41 >< <br />TYP. AT t~i <br />PARTY <br />WALL IF Al <br />PARTY <br />PW01 WALL <br />U- D 1 <br />W01 <br />D1 <br />55 <br />D1 <br />J <br />J00 <br />1...rr 1 LL <br />0 <br />J <br />L — <br />S5 <br />m <br />D A o cO.t FT 14 <br />LL1 LU- U_ <br />FTl <br />J <br />FT6GLL <br />50 <br />D1 r <br />04 A <br />LL <br />50 <br />D1 <br />LEDGE BY BU DER <br />W EJ2 50 <br />D1 <br />I I <br />SYM TRICAL <br />51 <br />D1 <br />(1787) (1666) <br />LOW ROOF & FRAMING PLAN <br />SCALE: 1 /4"=V-0" <br />71111\ <br />761//1111 <br />�o <br />O <br />�' <br />-•UN <br />L <br />O O <br />f° <br />` <br />N <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />a <br />d E <br />o �� <br />N CA o <br />� 00 C N ODD <br />N <br /># " <br />ci <br />13 <br />�Niv r <br />w <br />Z <br />