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3 <br />i <br />v <br />N <br />d; <br />0 <br />0 <br />I <br />J <br />O <br />I <br />0 <br />rn <br />0 <br />I <br />N <br />i <br />v <br />0 <br />0 <br />00 <br />co <br />co <br />rn <br />0 <br />I <br />0 <br />rn <br />0 <br />1 <br />N <br />v <br />C <br />C <br />N <br />0 <br />CL <br />E <br />v <br />c <br />J <br />N <br />r7 <br />0 <br />U <br />C <br />U <br />U <br />O <br />i <br />a <br />0 <br />U <br />J <br />LZ <br />N <br />O <br />�C <br />00 <br />ry <br />0 <br />0 <br />d <br />cv <br />cV <br />O <br />00 <br />0 <br />Q <br />2 <br />v <br />cn <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft <br />UPLIFT <br />CONNECTION <br />CROSS-REFERENCE <br />MARK <br />SIMPSON <br />STRONG <br />TIE <br />USP MANUFACTURING, <br />INC. <br />VIND SPEED (ULTIMATE) <br />VIND SPEED (ALLOWABLE) <br />:XPOSURE CATEGORY <br />140.0 MPH <br />108.4 MPH <br />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 - lOd x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />EFFECTIVE <br />WINDAREA <br />(SQ FEET) <br />WIND PRESSURE AND SUCTION (PSF) <br />(+) VALUE DENOTES PRESSURE <br />O VALUE DENOTES SUCTION <br />HIP ROOF >20 TO 45 DEG. <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />9 10d x 1 1/2" <br />[4:12]-[12:12] <br />a=4ft <br />/v1W17 <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 - 10d 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 />HIP <br />35.94 <br />49.57 <br />49.57 <br />-49.57I <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 />1p <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />-60.99 <br />78.58 <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />• SEE SHEET 11 FOR BUILDING ROOF LAYOUT <br />SEE 1/S5 FOR <br />ADDITIONAL <br />OUTLOOKER <br />INFO. <br />GABLE <br />TRUSS <br />1/2" PLYWOOD <br />(2) 16d NAILS TO <br />EACH COMMON <br />TRUSS/ FRAMING <br />TYP TOP & BOTTOM <br />MASONRY WALL <br />OR BEAM <br />SEE TRUSS PLAN <br />r— SEE PLAN FOR <br />8d NAILS AT VALLEY TRUSS <br />4" O.C. INFO. <br />MASONRY WALL BELOW: <br />a<. SIMPSON HETA16 @ 4'-0" <br />O.C. TO GABLE TRUSS BEAM <br />BELOW: SIMPSON HTS20 @ <br />a<. 4'-0" O.C. TO GABLE TRUSS <br />COMMON TRUSS <br />SEE ROOF PLAN <br />a<. FOR CONNECTION <br />SECTION AT HIP GABLE <br />SCALE: 3/4" = 1'-0" <br />ROOF FRAMING PLAN <br />SCALE: 1 /4"=V-0" <br />12 <br />(A) <br />OR 2 PLY <br />;ARRIER <br />1-8-8 CLEAR GAP BETWEEN (6) TRUSSES (+/- 6") <br />*FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @EVERY INTERSECTING <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). <br />INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+)� <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR 2 PLY CARRIER-1 (A) <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />1 (2) - 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP, AT INTERIOR BEARING U.N.O. <br />LA- <br />co <br />SE <br />0. <br />00 <br />x CONT LEDGER <br />cV 10 <br />o <br />LLLL Lu <br />sILco <br />e <br />LU <br />co <br />(13 <br />W <br />Z. <br />,01 <br />m <br />10. <br />< <br />CL CD <br />0 <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />N <br />N <br />a <br />rs <br />F— <br />'s <br />� LiJ <br />O <br />i � q <br />a-c <br />y td CJ ti- <br />'y>�N.G <br />N y <br />� "'3 ca <br />=- m co <br />y CL <br />C )r <br />o <br />r 7 <br />s\ <br />ao <br />Or FSS1Q� <br />� <br />e <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />W <br />Q <br />vE <br />O <br />� <br />o <br />