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L0 <br />DO <br />L0 <br />L0 <br />�2 <br />C) <br />7� <br />C> <br />I <br />r1) <br />L0 <br />00 <br />L0 <br />V) <br />t2 <br />C.R <br />C=) <br />Cli <br />LO <br />1=� <br />Lr> <br />C) <br />L0 <br />Cn <br />:'s <br />E <br />E <br />0 <br />CN <br />1`0 <br />C14 <br />LO <br />45 <br />16 <br />9 <br />V> <br />1� <br />Cil <br />CJ3 <br />CJ5 <br />CJ5 <br />CJ3 <br />Cil <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT!� 25 ft <br />VIND SPEED (ULTIMATE) 140.0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />�XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />+ XIAI 1117 n1=K1n=0 001=00"M= HIP ROOF >20 TO 45 DEG. <br />VVINUAMrm k I <br />(SQ FEET) (-) VALUE DENOTES SUCTION <br />I I a=4ft <br />AREA ROOF I ze 2n 2r 0 3e ar <br />10 HIP -35.94 -49.57 -49.57 -49.57 <br />I GABLE -38.22 -38.22 -60.99 1 -60.99 1 -60.99 1 -7 <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: 3/16" EXP. 1 C4116) or IV32" EXP. 1 C3116) <br />TILE: %2" EXP. 1 (33/16) <br />NOTE: <br />1. PER CODE ASTM F1 667 RSRS-0 1 REFERENCE TO 8d (2 Y8" x 0. 113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAWY32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (21/2" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x.120") NAILS <br />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 [4:12]-[12:12] <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 />[4:12]-[12:12) <br />/7\(2) <br />M LO <br />rn <br />Cil <br />CJ3 <br />CJ5 <br />man, min man, min ana, a <br />........... <br />r.—an, min <br />.......... <br />00 <br />.. <br />ania, min <br />..... <br />LID <br />< <br />—an, naw <br />..... <br />..... <br />.. <br />anan, min <br />1> <br />..... <br />Cl) <br />..... <br />main aim <br />........ <br />... <br />< <br />..... <br />man, aim <br />.. <br />man, aim <br />.............. <br />ania, aim <br />LO <br />< <br />man, aim <br />... <br />man aim <br />..... <br />inan, aim. <br />..... <br />. .. .11 <br />CL <br />IN <br />0 <br />< <br />.1m man, a.— <br />. . . . . . . . . . . . . . . . <br />ania, min <br />r- <br />.... <br />anni min <br />..... <br />CD <br />< <br />..... <br />LLI <br />C:� <br />LLJ <br />0 <br />C14 <br />> <br />J1G <br />w <br />W <br />0 <br />W <br />000" <br />............... <br />CD <br />< <br />r- <br />< <br />... I <br />.......... <br />. <br />..... <br />..... <br />..... <br />B3_ <br />..... <br />0 <br />It <br />Cal <br />_j <br />12- <br />0 <br />nam, <br />�.� <br />.—.I <br />— <br />—f— <br />man —I— <br />­aW: <br />LO <br />(71) <br />(2) <br />X <br />vo <br />VOYP. <br />G <br />T <br />vo(2) <br />X <br />1\ <br />Z�l <br />SIM @ WOOD <br />WALL <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 />I <br />9 - 10d x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />lb - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />9 - 1 Od x 1 1/2" <br />B <br />HETA1 6 <br />1810 <br />9 - 1 Od x 1 1/2" <br />HTA16 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />_C <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 - 1 Od x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 1 Od x 1 1/2% 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SIDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />7100 <br />--- <br />w/(12)WS3WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 1 0dx1 -1 /2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 1 Od x1-1/2 <br />K <br />HD3B <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />X 2 1/2" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />M <br />VGT - F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SIDS <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 />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 3 112" <br />HUS28 <br />2950/5090 <br />--- <br />30d -1 6d x 3-1/2" <br />R <br />MTS12 <br />990 <br />860 <br />14 - 10d x 1 112" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />S <br />VGT - M <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SIDS <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" SIDS <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 -1 Old x (1) 5/8" ATR wl 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/ (32) 16D SINKERS & <br />(14) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />LUGT2 <br />31 00-M 4520-F <br />31 00-M 3800-F <br />w/ (32) 16D SINKERS & <br />(10) 1/4" x 3" WE DGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" HTS 20 1310 1245 24-1 Old x 1 1/2" HTW20 1530 1285 24-1 Od x 1 1/2" <br />spi 555 535 10 - 10d SPT22 735 8 - 10d <br />SP2 1010 605 12 - 10d SPT24 1090 12 - 10d <br />HCP2 590 1 555 1 12-1 Old x 1 1/2" HHCP2 1 680 1 570 1 (20)1 Od 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 REQD ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 <br />LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION <br />FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREAS & 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 (+/- 6") <br />FASTEN EACH kBj I RUSS WEB 10 EACH kA) TRUSS I OP CHURD �w EVERY IN I ERSEC I ING <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 5-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW. TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />i <br />OR 2 PLY <br />'ARRIER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN — ELEV—B1 <br />SCALE: Y4"=V-0" <br />Cn <br />Lai <br />cc C_j C­:o <br />C14 <br />LL. <br />C2- <br />CN <br />cm <br />C14 <br />aj <br />CL <br />a: <br />j <br />(v M <br />CL <br />Z.5 <br />_7� <br />C".j <br />4, <br />O_ <br />To the best of the Engineers knowledge, information and belief, <br />d wings comply ith the 2020 <br />F11I rida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />E <br />258 <br />0 <br />1� 6 a <br />_8 <br />- ? <br />U <br />C, u_ <br />c:: <br />Z <br />uj <br />cu C, <br />C) 0 <br />W <br />W <br />U C,4 0 <br />0 W <br />M <br />- <br />z <br />ZI) <. <br />LO ce) <br />a <br />< <br />3 LO) <br />z <br />W <br />1:1 D <br />< <br />cx- <br />Ln <br />4.1 <br />0 <br />LU <br />UEL <br />E <br />0 <br />Qo <br />Cl> <br />_j <br />LL_ <br />cu E <br />E 8 <br />0 <br />cc, E <br />x <br />I:, <br />U:) <br />C: <br /><. <br />0 <br />z <br />z <br /><0 <br />W <br />co <br />C, <br />2� <br />co <br />�0 <br />z <br />< <br />"D <br />nj <br />Uj <br />0 <br />'0 <br />0 <br />< <br />C:) <br />LO <br />(y) <br />CID 1:T <br />j C) <br />__j <br />CT <br />0 <br />0 <br />0 <br />3, <br />Q <br />U) 0 <br />M <br />FO <br />71f <br />LO <br />4­1 <br />0 <br />4-1 <br />0 <br />LL. cy) <br />_Ie N <br />L) <br />C:) <br />-0 <br />co F4 <br />0') <br />00 <br />00 <br />r- <br />LO <br />C:) <br />In <br />117r) <br />00 7- <br />in LO <br />E <br />'E <br />(0 <br />6 <br />z <br />cc <br />z <br />E <br />U) <br />E <br />0 0 <br />0 _j <br />'a <br />< <br />JOB <br />NO: <br />23-06140 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7.2 <br />