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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 />WIND SPEED (ULTIMATE) <br />140.0 MPH <br />WIND SPEED (ALLOWABLE) <br />108.4 MPH <br />EXPOSURE CATEGORY <br />C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />HIP ROOF >20 TO 27 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION <br />[4:12]-[6:12] <br />a=oft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP -35.94 -49.57 -49.57 -49.57 <br />10 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 <br />�\ <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />O <br />ZONE 1: ASTM F1667 RSRS-01 (Sd) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />\l <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />I r� <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 />(D 10 <br />SHINGLE: Y16" EXP. 1 CY16) or 1732" EXP. 1 (32/16) <br />; <br />TILE: 1V32" EXP. 1 ('2116) <br />r <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1%j", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-0310d (2Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x NAILS <br />.120") <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />GABLE ROOF > 20 TO 27 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[4:12]-[6:12] <br />@ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS <br />W/ BLOCKING PER NAILING SCHEDULE. <br />(2) <br />A <br />r M In <br />Ci <br />a <br />O <br />a <br />t <br />! <br />; <br />1 1 <br />cv7 M W W <br />m m m m in <br />IY <br />r <br />I <br />" <br />SIM <br />E1 <br />_ <br />FG1 <br />18 <br />D1 <br />EJ7 <br />I �2) 2x12 #2 SYP WD. BM. w/ <br />LITCH PLATE. BOTT. OF BI <br />SIMPSON HU410 w/ (18) TITEN <br />EJ7 1/4" x 2 3/4" & (10) 1Od NAILS <br />EJ7 <br />EJ7 <br />EJ7' <br />EJ7 <br />I <br />CJ5 <br />CJ3 <br />ti <br />CJ3 <br />Y CJ5 <br />I <br />I <br />a <br />a <br />x <br />a <br />a <br />a <br />I <br />a <br />a <br />a <br />a <br />a <br />a <br />a <br />a <br />I <br />I <br />EJ7 <br />EJ7 <br />EJ7 <br />EJ7 <br />O <br />(2 <br />X <br />EJ7V <br />it <br />I <br />I <br />EJ7VA <br />II <br />I <br />b EJ7VA <br />o <br />a <br />2 <br />X () <br />EJ7VA <br />0 <br />CJ5V <br />CJ3V <br />CJ1V <br />EJ7V <br />EJ7V <br />EJ7V <br />EJ7V <br />YI <br />I <br />III <br />I EJ7V <br />I <br />I <br />I�I <br />"I <br />I EJ7V <br />UCn <br />U (2) <br />A <br />0A TYP <br />U U U <br />(2) <br />A <br />TYP. BM <br />TO CO. <br />CORNER <br />r/16" OSB <br />A. @ 6'-8" <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />p <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 />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 />1 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 />H10A <br />1040 <br />1015 <br />18 -10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 -10d x 1 1/2% 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18)1/4" x 3" SDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS_ <br />7100 <br />— <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26)10d x1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />— <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (16)1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />X 2 1/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />M <br />VGT - F <br />4940 <br />3555 <br />w/ (16)1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10)1/4" <br />x 21/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />N <br />LUS26 <br />1165/1060 "* <br />1005/915 ** <br />8 -10d x 3" <br />JUS26 <br />1000/1080** <br />— <br />8 -10d <br />P <br />HUS26 <br />1320/3235 "" <br />1335/2820 "* <br />20 -16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />— <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <br />30 -16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />— <br />30d -16d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 -10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />S <br />VGT - M <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />T <br />2 LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />w/ (24)1/4" x 3" SDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HD (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />(2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />w/( ) 16D SINKERS <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1Od x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-10d x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 -10d <br />SPT22 <br />735 <br />8 -10d <br />SP2 <br />1010 <br />605 <br />12 -10d <br />SPT24 <br />1090 <br />12 -10d <br />HCP2 <br />590 <br />555 <br />12-1Od x 1 1/2" <br />HHCP2 <br />680 <br />1 570 <br />1 (20)1Od x 1-1/2" <br />* MINIMUM 3" MEMBER <br />*" REACTIONS ARE FOR ROOF LOADS ONLY <br />*"* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. <br />ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) <br />NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />REVISED 12-02-20 <br />LOADS — ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" <br />OC FOR CARPET AREA'S <br />DROP HIP DETAIL <br />2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS <br />1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 <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 ("). <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 <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 9-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET S7 FOR ROOF FRAMING DETAILS <br />a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />OR 2 PLY <br />;ARRIER <br />SEE SHEET S7 FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN — ELEV—B1 <br />SCALE: Y4"=1'-0" <br />�¢0 Wty <br />0 <br />*: <br />_ '•� <br />% <br />LO <br />ems/° <br />'90FESS101' <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />in <br />n <br />N C N <br />= <br />Lo <br />c0 # lJi <br />N <br />°' <br />0 <br />40 <br />j �; aQ Y) 3i LL W <br />rnNo LL Wa a <br />J LL W d W S <br />0 <br />Z <br />0 11 <br />L °; R <br />9 C4 W o <br />W <br />CL <br />���rn a Q <br />a <br />O V v_5 y <br />Z <br />W <br />QD <br />J <br />d n <br />N <br />"V <br />,,. <br />W <br />� <br />0 <br />w $ <br />IN <br />c <br />'® <br />LU., <br />J t 8 8 <br />.. <br />Q (14 cm <br />M <br />w <br />M <br />0 <br />E <br />E E <br />wLL <br />?O <br />Q <br />E <br />@ <br />2U0U <br />06 <br />U� <br />�U <br />0z <br />Z <br />N <br />i <br />¢g�z <br />mod$ <br />w <br />.�.. <br />- r0 <br />N c <br />- f_ <br />y0 <br />M0 <br />0 <br />Z' <br />T2 <br />z <br />U5 J <br />c� b <br />s m <br />�w <br />UO <br />U o <br />W <br />a <br />L)Wo <br />LL� <br />�W <br />o <br />LI_ <br />Iw <br />t0i 3 <br />I* <br />J <br />m <br />Al <br />W <br />m <br />.> <br />C <br />00 <br />N <br />`° <br />J <br />M <br />LL <br />s <br />t) <br />CL <br />ij <br />N <br />c0 <br />r— <br />p t <br />vi <br />LO <br />= N <br />r <br />T <br />2 00 <br />00M <br />r <br />,— <br />E <br />c <br />o <br />z <br />Z <br />c <br />E C) <br />E <br />42 <br />:3 <br />c <br />a <br />U � <br />Q p <br />JOB <br />NO: <br />20-8089 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />