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JUNIT-A 1532 ; UNIT-C 1624 � <br />o, <br />3 <br />a <br />I <br />Co <br />N <br />co <br />i <br />M <br />;v <br />0 <br />o- <br />to <br />a <br />rn <br />0 <br />rn <br />0 <br />J <br />C0 <br />O <br />CD <br />0 <br />I <br />0 <br />to <br />CD <br />CD <br />t'7 <br />I <br />CO <br />N <br />Co <br />I <br />M <br />r <br />v <br />.n <br />co <br />0 <br />rn <br />0 <br />rn <br />O <br />J <br />co <br />a <br />LO <br />0 <br />I <br />0 <br />r` <br />u7 <br />0 <br />CN <br />Cr <br />.po <br />Q <br />/ <br />rn <br />c <br />V <br />3 <br />Q <br />P7 <br />CV <br />0 <br />CN <br />0 <br />x <br />`c <br />c <br />c <br />J <br />/ <br />CL <br />c <br />0 <br />U <br />9 <br />W <br />LZ <br />M <br />0 <br />CV <br />r%) <br />Ln <br />0 <br />0 <br />CL <br />PM <br />CV <br />0 <br />M <br />LO <br />Ln <br />ai <br />0 <br />Y <br />N <br />O <br />Lai <br />v <br />N <br />JUNIT-C 1624 <br />SYMMETRICAL <br />T <br />NOTE: <br />• SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS <br />• SEE SHEET 10 FOR BUILDING ROOF LAYOUT <br />I SPECIAL CONNECTIONS I <br />S2 :(2) SIMPSON HTSM16 STRAPS w/ (4) 1/4"x2 1/4" TITENS AND <br />(8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. <br />INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS <br />BRACKETS. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />Q <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 (1) PLY <br />1450 (2) PLY <br />7 -10d x 1 1/2" <br />6-16d x 31/2" <br />HTA20 <br />1870 <br />1730 <br />9 -10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <br />10 -10d x 1 1/2" <br />14-16d x 31/2" <br />(2)HTA20 <br />2430 <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 />1730 <br />9 -10d x 1 1/2" <br />C <br />H2.5A <br />700 <br />615 <br />10 - 8d x 2 1/2" <br />RT7A <br />630 <br />510 <br />10 - 8d x 1 1/2" <br />D <br />H3 <br />400 <br />365 <br />8 - 8d x 2 1/2" <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />8 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1495 <br />9 - 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 />1025 <br />900 <br />9 -1Od x 1 1/2% 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (1 )1/4" x T SDS WOOD SCREWS AND <br />(2)12' x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />(12) WS3 WOOD SCREWS & <br />(4) 3/4" x 6" WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26)10dxl-1/2" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26)1Od x2-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />1 5/8" ANCH./ (2) 5/8" STUD BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />5/8" ANCH./ (2) 5/8" STUD BOL <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16)114"x3" SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SDS <br />WOOD SCREWS & (1) 5/8" ATR <br />-- <br />M <br />VGT - F <br />4940 <br />3555 <br />--- <br />�- <br />N <br />LUS26 <br />1165/1150 ** <br />865/785 ** <br />8 -10d x 3" <br />JUS26 <br />1050/1080** <br />840/950** <br />(8) - 10d x 3" <br />P <br />HUS26 <br />1320/3280 ** <br />1150/2780 ** <br />20 -16d x 31/2" <br />HUS26 <br />2045/3400 <br />1640/2990** <br />(20)16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 *" <br />1480/3520 ** <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 />850 <br />14 - 1Od x 1 1/2" <br />MTW12 <br />965 <br />810 <br />14-1Od x 1-1/2" <br />S <br />VGT - M* <br />4940 <br />3555 <br />x <br />(1) 5l8" ATR EPDXIED w/ SIMPSON <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />& (8) 3/8"4" TITEN HD (2 PLY) or <br />52 16d SINKERS FRAME <br />U <br />MGT -M* <br />3965 <br />3330 <br />(22)10d x 3" w/ (1) 5/8" ATR w/ 12° <br />EMBED w/ SIMPSON "SET" EPDXY <br />MUGT15 <br />4240 <br />3730 <br />(28)10d x 3" (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C EPDXY <br />MGT -F^ <br />_W <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />�2 R&TITEN TURBO <br />PLY) or (60)10d x3-114SINKERS @ FRAME <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-F <br />(37) <br />IT(0DEWALT <br />SCREWBOor(64)10d x3" @ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(16)-10d x 1 1/2" <br />HTW20 <br />1 1355 <br />1140 <br />24-1Od x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 -10d x 3" <br />SPT22 <br />735 <br />8 -10d x 3" <br />SP2 <br />1010 <br />605 <br />12 - 10d x 3" <br />SPT24 <br />1090 <br />12 - 10d x 3" <br />HCP2 <br />590 <br />510 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />1 680 <br />595 <br />20)1Od 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 />REVISED03-14-22 <br />LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. <br />FLOOR <br />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 (+/- 61 <br />'FASTEN EACH (8) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT <br />SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE <br />TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*'). INTERSECTING POINT <br />TO BE FASTENED w/ (2) -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD <br />OF (8) TRUSS TO TOP CHORD (A) CARRIER TRUSS 2x CONT. SCAB SO. PINE w/ THE SAME SPECIFIED <br />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 LUMBER <br />(LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING <br />TRUSSES.R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. <br />SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING <br />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 />:ARMER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />RSH <br />ENGINEEREDND <br />OHEIGHT:5 <br />CLADDING WIND PRESSURES AND SUCTIONS FORM AN ROOF 5 ftMPONENTS <br />WIND SPEED (ULTIMATE) <br />140.0 MPH <br />WIND SPEED (ALLOWABLE) <br />108.4 MPH <br />EXPOSURE CATEGORY <br />C <br />EFFECTIVE <br />WIND PRESSURE AND SUCTION (PSF) <br />HIP ROOF >20 TO 45 DEG. <br />WIND AREA <br />(+) VALUE DENOTES PRESSURE <br />(SO FEET) <br />(-) VALUE DENOTES SUCTION <br />[4:12]-[12:12] <br />a=oft <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 />,o <br />GABLE <br />-38.22 <br />-38.22 <br />-60.99 <br />-60.99 <br />1 <br />1 60.99 <br />-78.58 <br />t� <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 />IL <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELDROOF <br />SHEATHING: <br />TSHINGLE: <br />%s' EXP. 1 (24/6) or f2" EXP. 1 (ems)TILE:t%' <br />EXP. 1 (�g) <br />NOTE: <br />1. PER CODE ASTMF1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN f%', SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'/z" 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 <br />ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING <br />[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 />ROOF FRAMING PLAN - STANDARD (STD <br />& LAKE THOMAS <br />SCALE: Y4'=1'-0" <br />(LT) <br />CCA 09/24/2020 <br />e+n <br />cV <br />N <br />� o <br />� W <br />Z o <br />a- o <br />r <br />CL. c-, <br />i c CC V CV <br />N f0 C= w <br />N y G <br />Q •y N ]G <br />3 a r °' <br />•da�� <br />Cr <br />Z > <br />an s- <br />� E <br />o <br />C, u <br />0 <br />E <br />_ _ tx4- <br />SAP Q per) <br />Ice <br />OFE S1 ONr;�������� <br />S <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 bearing <br />Engineers signature and seal, <br />E N <br />N_ <br />O <br />j <br />di C ti 4 V LL W UJ <br />M a a <br />�1� J LL LL Y Z <br />0 <br />m c g p O <br />to <br />WS`O�¢ <br />z <br />Z ao N Z O _ <br />LLW 0 W <br />N M C) 0 <br />,^ <br />V od ❑OO <br />W <br />z <br />z <br />a M <br />N <br />U) I ^ M <br />L/ / Z V <br />v LL <br />a-1 cn <br />U � � <br />0�.,g <br />V) c v <br />ram•- � <br />�,`;' i�) <br />w <br />� <br />sm <br />o <br />i � <br />z <br />J <br />os <br />LL <br />E <br />P <br />p <br />E <br />f� V� <br />0 <br />� <br />Zo <br />oO <br />o" �¢ <br />Z <br />d <br /><o <br />w J <br />0 <br />y C <br />a ❑ <br />�3 <br />O <br />m <br />rO <br />2" <br />zRC <br />Li] � <br />s3 <br />VU <br />� <br /><"Z0 <br />6 W <br />W <br />�� <br />T <br />a <br />g# <br />az <br />yw <br />�k <br />m <br />�p <br />oLL <br />� <br />Cl> <br />v`Y' <br />old <br />o <br />o <br />.� <br />> co <br />i U <br />ca <br />ui <br />� <br />L � <br />co <br />M <br />CO iJ- <br />LO <br />CL <br />T E <br />T <br />s <br />00 <br />v c0 <br />0 V <br />r <br />n <br />r <br />CO <br />Ll" <br />CO <br />Liz <br />C-4 <br />Q <br />cib <br />O N <br />Ln <br />ai <br />m <br />1 CM <br />d <br />z <br />m <br />E o <br />E •• .o u? <br />`° <br />c <br />c <br />a <br />Cal ¢ p <br />JOB NO: 23-05701-05706 <br />SCALE : AS NOTED <br />SHEET NO. <br />10 <br />