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2x4 STUDS W/ USP - <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />7 <br />16" FLOOR SYSTEM <br />SEE PLAN FOR <br />DIRECTION <br />RSH ENGINEERED <br />CLADDING WIND PRESSURES AND SUUCTIONIS FOR MEAN ROOF GN ALLOWABLE OHEIGHT 5 25 ftMPONENTS ND <br />EXTERIOR SHEATHING WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />ATTACHED PER EXPOSURE CATEGORY C <br />NAILING SCHEDULE EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SO FEET) <br />(-) VALUE DENOTES SUCTION <br />AREA <br />ROOF <br />1 <br />2e <br />2n <br />2r <br />3 <br />3e <br />3r <br />N <br />N <br />2x4 BASE PLATE W/ <br />10 <br />HIP <br />-35.94 <br />-49.57 <br />-49.57 <br />-49.57 <br />I GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />1 -60.99 <br />.60.99 <br />-78.58 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): <br />USP LSTA30 OR <br />MTW 12 TO FLOOR <br />GIRDER BELOW @ 16" <br />O.0 <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: %s" EXP. 1 (2%6) or 1V32" EXP. 1 (3316) <br />TILE: 16/32" EXP, 1 (32/16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 Y8" x 0.113") NAILS <br />FLOOR GIRDER <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS <br />SEE PLAN FOR <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />CONNECTION <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 />SECTION ca' FLOOR <br />CONNECTION 22 <br />SCALE. 3/4 - 1-0 <br />[4:12]-[12:12] <br />a=4ft <br />F <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />p CONNECTOR SYP SPF SYP SPF CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS <br />A META12 1420 9 - 10d x 1 1/2" HTA20 1870 1585 10 - 10d x 1 1/2" <br />187511)PLY <br />A (2) <br />(2)META12 <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 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 1 112" <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) 1 0dx1 -112" <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 />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 31/2" <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 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 IN <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />w/ (32) 16D SINKER & <br />_ <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 />24-1Od 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 />1 1010 <br />605 <br />1 12-10d <br />SPT24 <br />1 1090 <br />1 <br />1 12-10d <br />HCP2 <br />1 590 <br />555 <br />1 12-10d 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. 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 (8) 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 (8) 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 1 0 <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 />1 (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 />HARRIER <br />2 x CONT LEDGER (A) <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR/ROOF FRAMING PLAN — ELEV—Bl <br />SCALE: Y4"=1'-0" <br />e•a <br />N <br />C* <br />N o <br />� <br />o <br />04 W <br />C= <br />O <br />C ccC-')N <br />n- <br />ao 0 <br />et CD N ]G <br />d <br />E s c <br />sa <br />o L., m <br />c c� <br />ra <br />H <br />E <br />:a <br />d. L) <br />t " <br />* <br />10 <br />34C <br />cr <br />W <br />To the best <br />of the Engineer's knowledge, information and belief, <br />the structural plans and spedflcatlons contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />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 />a $ g $ <br />o <br />Co <br />0 m <br />di NMtl' ib LL <br />a) J <br />a <br />JLLIy LL W <br />� a <br />Z _cn ° <br />O <br />(V fp <br />W cp m 9 <br />Z 2 "' ZO d <br />LL <br />ZN OU y <br />W ❑❑ <br />CD <br />Z N <br />Z � � <br />z <br />ac <br />i� <br />z 5 <br />(1) <br />Ow <br />(n C <br />Rigw E <br />_ 8. <br />U <br />Q <br />s <br />w <br />M <br />p <br />O <br />w� <br />b° <br />gJ65¢ <br />r <br />z® <br />U <br />0 <br />rti <br />A CL <br />�o <br /><d <br />Wa <br />°p <br />z <br />a�i � <br />0 <br />` <br />YU <br />o& <br />m N <br />J <br />N O <br />"gym <br />Q W <br />�o <br />a <br />HNz <br />W83 <br />�q <br />m <br />�g <br />�p <br />•� T <br />2 <br />L <br />N <br />17f <br />..1 <br />(a C) <br />= <br />O <br />p <br />T" <br />T <br />Y <br />V) <br />N <br />m <br />LO <br />T7 M <br />C') <br />co <br />co <br />0 N <br />C) <br />M <br />� <br />Lsn <br />M <br />Q LO Z.- <br />T <br />E <br />E <br />M <br />o <br />m <br />Z <br />T <br />E CO <br />Z <br />c <br />@ <br />a. <br />E <br />U Q p <br />JOB <br />NO: 23-00521 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />