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v+ <br />v <br />rl- <br />L0 <br />CV <br />LO <br />co <br />O <br />J <br />rn <br />co <br />0 <br />I <br />N <br />S <br />Q <br />LC') <br />LO <br />N <br />rn <br />L0 <br />GO <br />v <br />0 <br />0 <br />0o <br />J <br />M <br />co <br />0 <br />M <br />N <br />u7 <br />0 <br />L0 <br />i <br />X) <br />v <br />v- <br />(n <br />0 <br />c <br />3 <br />a <br />M <br />04 <br />v <br />a <br />E <br />0 <br />J <br />/ <br />a <br />0 <br />•U <br />J <br />rM <br />O <br />N <br />c\p <br />ro <br />U <br />0 <br />0 <br />0 <br />a <br />N <br />N <br />0 <br />0 <br />0 <br />0 <br />3 <br />A5 <br />z <br />W <br />m <br />V) <br />M to <br />61 U U U <br />CJ1 <br />CJ3 <br />CJ5 <br />X <br />TYP @ 2 STORY <br />J <br />S6 <br />CJ5 <br />CJ3 <br />CA <br />O <br />J TYP. @ 2 STORY <br />TYP. S6 <br />RSH 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 />BIND SPEED (ULTIMATE) 140.0 MPH <br />JIND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 <br />HIP -35.94 -49.57 -49.57 -49.57 <br />GABLE -38.22 -38.22 1 -60.99 -60.99 -60.99 78.58 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: Y/6" EXP. 1 (2416) or'Y32' EXP. 1 (32/16) <br />TILE: TV EXP. 1 ('3/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN t%32% SHEATHING SHALL BE FASTENED " <br />WITH ASTM F1667 RSRS-03 10d (2'/i" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS a=4ft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[12:12] <br />W/ BLOCKING PER NAILING SCHEDULE. <br />LID M r <br />U U C) <br />CJ1 <br />CA <br />CJ5 <br />EJ7 <br />A7G <br />A6 <br />r`-�Cx <br />A <br />A4 <br />Ss <br />A3 <br />A2 <br />A2. <br />SIMPSC <br />.. <br />A3. <br />x3"&H <br />x 21/2" <br />& (1) 5/E <br />A41 <br />A51 <br />9 <br />T <br />/A61 <br />LL <br />A7G1 <br />1xi <br />EJ7 <br />M1 <br />S5 <br />T co TYP @ 2 STORY <br />U U U J <br />S6 <br />TYP. @ 2 STORY <br />N MGT w/ (22) 0.148 <br />)U4-SDS2.5 (10) 1/4" <br />>DS WOOD SCREWS <br />'ATR. <br />SIM. W/ BLOCKING <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY CAPACITY <br />O <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <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 />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795(2)PLY <br />9 - 10d x 1 1/2" <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 />D <br />H3 <br />400 <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <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 />F <br />HHETA20 <br />2120 <br />10 - 10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />G <br />H 10A <br />1040 <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 10d x 1 1 /2% 8-10d <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <br />RFUS <br />7100 <br />-- <br />w/ (12) WS3 WOOD <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (B) 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) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT I-). (B) <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, (8) 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 O <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 />ri <br />R 2 PLY CARRIER—f <br />xCONTLEDGER <br />t13 <br />i <br />Io' <br />L <br />IL U) <br />E3 <br />UOL <br />It <br />C)Ise <br />00 <br />Icc 0 <br />t <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN — ELEV—Al <br />SCALE: %4"=1'-0" <br />N <br />N <br />t� <br />c <br />r <br />0 <br />•_ <br />Z <br />� <br />W <br />� <br />o t o <br />� caav � <br />N (O O *- <br />N t <br />N <br />o � a <br />as <br />m � d <br />c� <br />c E <br />ca o <br />a U <br />0 <br />•:pit'.. <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />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 por <br />