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LO <br />V) <br />q <br />L0 <br />=3 <br />0. <br />C:) <br />LO <br />Lr) <br />Cn <br />C <br />E <br />9 <br />__0_ <br />(D <br />Lz <br />E2 <br />�O <br />E <br />0 <br />9 <br />-2 <br />C14 <br />RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft <br />(IND SPEED (ULTIMATE) 140.0 MPH <br />(IND SPEED (ALLOWABLE) 108.4 MPH <br />XPOSURE CATEGORY � C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />WIND AREA <br />VALUE DENOTES PRESSURE <br />(SQ FEET) <br />(-) VALUE DENOTES SUCTION <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />10 <br />t <br />I GABLE <br />-3&22 <br />-38.22 <br />-60.99 <br />1 -60.99 <br />-60.99 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />ZONE 1: ASTM F1 667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />ZONE 2e, 2n, 2r: ASTIVI 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 (24/16) or 1V32" EXP, 102/16) <br />TILE: 'V32" EXP. 1 (33/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2-Y8"x 0.113") NAILS <br />1 " <br />2, WHERE THE SHEATHING THICKNESS IS GREATER THAN V32, SHEATHING SHALL BE FASTENED <br />IAI]TW AQTRA r:1 rA7 QQPQ_n1 I rM I'D14' � n I qVI MAIJ CZ nQ AIZTKA F1 667 Q1QPQ_nA N" X 120"1 KIAILS <br />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:12] <br />a=4ft <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 />W1 BLOCKING PER NAILING SCHEDULE. <br />(2) (2) <br />A A A <br />S3 <br />co LO <br />/511, __3 <br />r N f N ri r T n <br />Cil <br />CJ3 <br />CJ5 <br />A'� <br />..... ..... ... . <br />........... <br />> <br />< <br />> <br />I <br />12 <br />< <br />> <br />00 <br />>' <br />a <br />..... <br />> <br />. <br />> <br />............ <br />.... <br />_�iv <br />... . <br />> <br />..... <br />..... <br />> <br />Cl) <br />..... <br />..... <br />.1 <br />> <br />LO <br />< <br />. <br />. <br />> <br />< <br />Cl) <br />< <br />< <br />Cl) <br />M <br />B2 <br />131 <br />D> LU <br />0 <br />L) <br />S5 <br />-C <br />C <br />tu <br />C <br />Cil <br />7, <br />W <br />..... Ll <br />...... <br />.. <br />........ <br />........ <br />....... <br />X <br />X . . . . <br />rD <br />. <br />. <br />F H <br />..... <br />I -'a <br />- <br />r <br />. <br />ar— <br />T <br />CP <br />CJ5V <br />CJ3V1 <br />Ci1v <br />=CJ3 <br />CJ5A <br />CJ3 <br />Cil <br />1 <br />6 <br />i <br />A 11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />11 <br />A 11 <br />co LO <br />0 V02) F, <br />UPLIFT CONNECTION CROSS-REFERENCE <br />SIMPSON STRONG TIE I USP MANUFACTURING, INC. <br />0 ICONNECTOR <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 />HTA1 6 <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 />10-10dxl 1/2" <br />HTTA20 <br />2375 <br />11 -10dxl 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 - 1 Od x 1 112"& 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 HID 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) 1 0dx1 -1 /2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26) 1 Od x1 -112 <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 />wl (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 wl (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" SIDS WOOD <br />SCREWS & (1) 5/8" ATR <br />N <br />LUS26 <br />1165/1060 <br />1005/915 <br />8 - 1 Od x 3" <br />JUS26 <br />100011080** <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 />172013125 <br />30 - 16d x 3 1/2" <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 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 />wl (16) 114" 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 501 0-F <br />w/ (24) 1/4" x 3" SIDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HID (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />3966 <br />3330 <br />22 -1 Od x (1) 5/8" ATR W1 12" <br />EMBED wl SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od 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-Fl <br />w/ (32) 16D SINKERS & <br />LUGT2 <br />131 00-M 4520-F <br />3100-M 3800-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 />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16C <br />SINKERS FOR FRAME <br />"X" <br />HTS 20 <br />1310 <br />1245 <br />24-1 Od x 1 1/2" <br />HTW20 <br />1530 <br />1285 <br />24-1 Od x 1 1/2" <br />Spi <br />555 <br />535 <br />10 - 1 Od <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1 1010 <br />605 <br />12 - 10d <br />SPT24 <br />1 1090 <br />1 <br />1 12 - 10d <br />HCP2 <br />1 590 <br />1 555 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />1 680 <br />1 570 <br />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 REQ'D ON ROOF PITCHES 3/12 & LOWER. <br />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 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 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 (­). <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 AT48" 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 6-0" 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 />OR 2 PLY <br />ARRIER <br />N R N _+ <br />2 PLY CAR FR--J ----(A) <br />CONT LER R <br />SEE SHEET DI FOR <br />ROOF FRAMING <br />DETAILS <br />FRAMING PLAN - ELEV-B1 <br />SCALE: Y4"= V-0" <br />CW2 <br />C%j <br />C=D <br />C= <br />LZ <br />fa C= <br />_77 <br />co <br />gi <br />E <br />.0 <br />E <br />(0 <br />A <br />7o the —best of the Engineers knowledge, 1 nformation and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Flodda Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />0 <br />W <br />0 E <br />0o - 8 <br />0 <br />CN �, Cb <br />d a 'o <br />00 0 C'd <br />Ln)? - �; <br />dCN0 u_ <br />U_ u!j <br />Z <br />76 q 0 U) <br />.r- M 9 <br />W <br />8 MCI N_ .0 <br />W <br />Z <br />IL <br />U) (3'. M <br />00 ��O.� <br />,0 Z < <br />co <br />z <br />C'4 < W 0 <br />< <br />C) <br />I&I <br />co <br />F1 M <br />co <br />Cq <br />V) <br />0 <br />U <br />0 <br />L.Li <br />63 <br />C) 6 <br />E <br />0 <br />7 <br />CID <br />z <br />U_ <br />ce E <br />E <br />z <br />cc <br />E <br />00 <br />0(, <br />0 <br />0 <br />X <br />� z <br />C14 <br />ITT <br />0 <br />'0 <br />z <br />z <br />q <br />z <br />00 z <br />C) <br />CD <br />C:) <br />05 <br />0 <br />0 <br />.0 C:) <br />L0 <br />LO <br />< <br />C) <br />co CIO <br />:3 <br />N <br />CY) <br />j <br />C:) <br />C) <br />Ne <br />4,4 <br />CD <br />4— <br />LO <br />0 <br />U) C14 <br />4- <br />co C\1 <br />C:) <br />C:) <br />o*) <br />U_ <br />Q <br />co <br />LO <br />0 <br />LID <br />Q) <br />E <br />0 <br />CY) <br />0 <br />E <br />U> <br />E0 0 <br />0 _j <br />2 <br />< <br />31 <br />JOB <br />NO: <br />22-12364 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />7 <br />