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r <br />r <br />3 <br />TyP. <br />U.N.O. <br />L------------------------- <br />'P. @ HIP <br />)RNERS <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH I CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft <br />1IND SPEED (ULTIMATE) 140.0 MPH <br />/IND SPEED (ALLOWABLE) 108.4 MPH <br />XI __.- - - C <br />77FECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION a=4ft [4:121-[12:12] <br />AREA ROOF 1 2e 2n 2r 3 3e ar <br />HIP -35.94 -49.57 -49.57 -49.57 <br />10 7� <br />GABLE -38.22 -38.22 -60.99 -60.99 60.99 <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 F1 667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O�C IN FIELD <br />ZONE 3, 3e, 3r: ASTM F1 667 RSRS-01 (8d) NAILS @ 4" O�C. ON EDGE AND 4" O.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: 346" EXP. 1 (24/16) or IV32" EXP. 1 R16) <br />!!LE� %2" EXP. 1 (3311'6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32-% SHEATHING SHALL BE FASTENED <br />1AIMU AC�RA Cl&a7 M11MO n-2 4nA ni/n n 4,)1- KIA11 C r%0 AC'rkA CIV07 0000 nA 'P 113n- KIA11 Q <br />x . I k .. 1 <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <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 <br />W/ BLOCKING PER NAILING SCHEDULE. <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <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 />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 (I)PLY <br />1795 (2)PLY <br />9 - 1 Od x 1 1/2" <br />B <br />HETA1 6 <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 />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"& 8-10d <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) 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) 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 />wl (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 2 1/2" SDS 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 />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 />(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 />14-1 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"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 />22-10dx(1)5/8"ATRw/12" <br />EMBED w/ 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 />— <br />V <br />- (2) LGT2 <br />4060-M 3770-F. <br />3500-M 3240-F <br />w/ (32) 16D SnqKERSW— <br />LUGT2 <br />31 00-M 4520-F <br />31 00-M 3800-Flw/ <br />(32) 16D SINKER—S-U— <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 />1 555 <br />535 <br />10- 10d <br />SPT22 <br />735 <br />8 - 10d <br />SP2 <br />1 1010 <br />605 <br />12 - 10d <br />SPT24 <br />1090 <br />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 />(20)10d 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 RECI'D ON ROOF PITCHES 3/12 & LOWER. REVISED 12-02-20 <br />LOADS -- ROOF = L / 360 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 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 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) MAYBE 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 <br />INTERSECTIONS. SPLICING [ L/2 <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE F-O" 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 />---31— <br />(A) <br />OR 2 PLY <br />ARRIER <br />2 PLY CAR + <br />1�11ER—J —(A) <br />x CONT LED EIR <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN — ELEV — A <br />SCALE: Y4"=1'-0" <br />CV2 <br />C%j <br />4= <br />C%j <br />C" =0 <br />C%j <br />CD <br />> <br />= <br />OL -.!5 C= <br />L.- <br />Cz. <br />cc C= <br />U) _= C%4 <br />a, = <br />r'l <br />CL, C2_ - <br />ro <br />co <br />In <br />E <br />Cc <br />C14 <br />C=) <br />C14 <br />Cn <br />N o 787 <br />)3 S' T A -1 EE 0 F <br />Q� :I <br />Q r . ...... IkIN <br />.3 / c) �.4 " �_ <br />­ i t_1 <br />mill" % <br />To the best of the Engineers 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. Engineers signature and seal is <br />only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />0 <br />W <br />'v E cj <br />C6 <br />0 4_- <br />U=) u- uu <br />u' <br />'4 r <br />z <br />,3,* <br />0 <br />-0, <br />Z 0 0 <br />0 0 <br />M <br />D cc <br />W o 2 < <br />W z <br />Z o 0 W <br />Lo Cl) z 0 = <br />C', F_ <br />LL <br />N 0 C:] <br />z 00 <br />W <br />(D <br />CD <br />cl- G <br />wad <br />V) <br />4-, <br />U <br />0 <br />c) <br />LLJ <br />E <br />C) <br />0 <br />M. <br />C"> <br />z <br />z <br />< <br />U_ <br />Ce E <br />1 <br />4 <br />0 <br />E u <br />z <br />0� <br />9 (6 <br />CL <br />1< � <br />�O <br />.. <br />O� <br />w, <br />00 <br />a <br />co E <br />0, <br />Z <br />(v <br />t <br />wz <br />ILI <br />ro <br />C <br />< <br />z <br />z <br />om <br />z z <br />0 <br />0 <br />W <br />C, <br />0 <br />z <br />z <br />-� <br />.0 <br />A <br />w �, <br />1< <br />.0 <br />12 c6) <br />> L <br />0 <br />0 <br />co LO <br />:3 CL <br />N 0 <br />L0 <br />Cr <br />N <br />is .3 <br />U) 2 <br />CN <br />0 <br />LO <br />LL <br />LO <br />C) <br />g <br />04 <br />M <br />LO <br />0 <br />(0 <br />LO <br />CV) <br />4) <br />E <br />(D CY) <br />0 <br />M <br />z <br />E <br />M <br />E <br />0 M <br />JOB <br />NO: 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.2 <br />