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(2) TYP. <br />G <br />I. <br />25' -0' 1 <br />rILLV I I�IIVI 1 ILLV I f�11V1 <br />OVERHANGS OVERHANGS 1 <br />C71 811 I/ I191 4II <br />ENCLADD CLADDING WIINDFPRESSURES AND SUCTIONS FOR MEANBROOFOHEIGHT:5 5 ftND <br />RSH <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 />WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <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 HIP -35.94 -49.57 -49.57 -49.57 fit <br />GABLE -38.22 -38.22 -60.99 1 -60.99 -60.99 -78.58 —�\ <br />I <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): k <br />ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD I \` <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I \1 <br />I <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I <br />I I <br />ROOF SHEATHING: I Q I <br />I <br />SHINGLE:'/,8' EXP. 1 (2%s) or 15/32' EXP. 1 (33/16) j I <br />TILE: ts" EXP. 1 i3�s) j <br />I <br />NOTE: I J <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8' x 0.113") NAILS I <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN ts/32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Yx" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 t#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=oft <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 />O <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 />— <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 1 112" <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 - 1 Od 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) 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" 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 />- <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 />IN <br />LUS26 <br />1165/1060 ** <br />1005/915 ** <br />8 - 1 Od x 3" <br />JUS26 <br />1000/1080** <br />--- <br />8 - 1 Od <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" SIDS <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED wl <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />- <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/ () 16D N <br />LUGT2 <br />3100-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) 16 <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 />SP1 <br />555 <br />535 <br />10-10d <br />SPT22 <br />735 <br />8-1Od <br />SP2 <br />1010 <br />605 1 <br />12 - 10d <br />SPT24 <br />1090 <br />12 - 10d <br />HCP2 1 <br />590 1 <br />555 1 <br />12-1 Od x 1 1/2" <br />1 HHCP2 <br />680 1 <br />57 <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. 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 (8) <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) 20 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 F-O" ON A HORIZONTAL PROJECTION. <br />z <br />OR 2 PLY <br />;ARRIER <br />x CONT LEDGER (� <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 />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ROOF FRAMING PLAN - ELEV-B <br />SCALE: Y4"=V-0" <br />cv <br />CO <br />N c <br />� •o <br />v <br />ca > w <br />Uj <br />X <br />-2 C LA_ d <br />COto <br />N L O L <br />3 = CP <br />m <br />as rn � <br />E o <br />as e w <br />o► m .o <br />m c c <br />h a� <br />c � <br />1O e <br />d a.r <br />0 <br />t I trtN�iggi <br />\\``���ttUttu <br />gR0 W" <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 only for <br />the structural engineering portions of the drawing pages beading <br />Engineers signature and seal. <br />W <br />Q g 8 <br />0 <br />VCDC N n <br />45 <br />�Cqb <br />M y- v IJk W <br />M <br />LL W <br />a <br />=13 <br />W r-;; 0 <br />� z <br />Ico <br />& 0 <br />IL Z � MZ d J <br />cv O <br />Z V rn <br />W <br />c-0 M <br />7 � Q <br />— N <br />1/ Lnn1 <br />W <br />L <br />V <br />52 <br />Vl r_ iri <br />0 wV) <br />NM <br />U <br />0 <br />C g� * <br />QQ¢ <br />M <br />E <br />ss <br />Q <br />n O <br />co V <br />co <br />wo <br />ze <br />w� <br />gto <br />g <br />z <br />a? t <br />z , <br />J <br />a ° <br />z <br />nz <br />W <br />J <br />wa <br />o <br />a'x <br />C <br />c� <br />_ <br />N <br />iu ch <br />m <br />N <br />co <br />C:) <br />:3O <br />O <br />0' <br />CN <br />C0 <br />c <br />L0 <br />_ <br />0 N <br />0-) <br />(0 O <br />L0 <br />N <br />Q (0 <br />T <br />cD <br />E <br />_(N <br />t 7 N <br />E CN <br />z° <br />Z <br />C O <br />C <br />a <br />E <br />U _ Q C) <br />C <br />C <br />� <br />JOB NO : 22-12351 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.2 <br />