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-v <br />N <br />I <br />N <br />M <br />v <br />_ <br />v- <br />cra <br />0 <br />w <br />r; <br />i <br />J <br />t2 <br />I <br />t` <br />I2 <br />M <br />1 <br />r7 <br />N <br />/ <br />d- <br />N <br />I <br />M <br />i— <br />v <br />v- <br />O <br />r <br />I <br />r7 <br />n <br />0 <br />J <br />dN- <br />n <br />i2 <br />i <br />A <br />M <br />N <br />cO <br />t— <br />15 <br />v- <br />Q <br />/ <br />O <br />N <br />N <br />/ <br />a <br />E <br />v <br />E <br />0 <br />S <br />`v <br />c <br />c <br />J <br />c <br />0 <br />U <br />J <br />r7 <br />r� <br />0 <br />cV <br />N <br />0 <br />a� <br />0 <br />0 <br />0 <br />a <br />N <br />0 <br />N <br />0 <br />0 <br />0 <br />t14 <br />Uj <br />4 <br />Q <br />m <br />-v <br />a� <br />v <br />SYMMETRICAL <br />LOW ROOF / FLOOR FRAMING PLAN - <br />STANDARD (STD) <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 3 1/2" <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)PL <br />10 -10d x 1 1/2" <br />14-16d x31/2" <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 - 1 Od 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 - 10d x 1 1/2" <br />RT16A <br />1025 <br />900 <br />9 - 10d x 1 1/2% 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/(1 )114"xTSDSWOODS REWSAND <br />(2)1/2" x 57ITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />(12)WS3WOOD SCREWS <br />(4) 3/4" x 6" WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26) 1 Odx1-1/2" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26) 1 Od x2-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8"ANCH./ (2) 5/8" STUD BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />5/8" ANCH.I (2) 5/8" STUD BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16) 1l4"xT SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SDS <br />WOOD SCREWS & (1) 5/8" ATR <br />--- <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 3 1/2" <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 />(16)1/4"0" S S WO D R WS & <br />(1) 5/8" ATR EPDXIED w/ SIMPSON <br />SET & 12" MIN EMBEDMENT <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />& (8) 30x5" 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) 1 Od x 3" (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C EPDXY <br />W <br />MGT -F^ <br />V <br />(2) LGT2 <br />4060-M 4080 F <br />3500-M 3510-F <br />�2 PLY) or (60)ASINKERS &(14)TITENTURBO 10d x 3-if4' SINKERS @ FRAME <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560,E <br />SCREW-BO <br />SCRIT (or (64)10d xx 3" @ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(16)-1 Od x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />24-1Od x 1 1/2" <br />SP1 <br />555 <br />535 <br />10 - 1 Od 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 - 1 Od x 3" <br />HCP2 <br />590 <br />510 <br />12-1 Od x 1 1/2" <br />1 HHCP2 <br />680 <br />595 <br />1 (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. REVISED 03-14-22 <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 (6) TRUSSES (+/- 6") <br />*FASTEN EACH (B) 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 (B) 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. 1 O <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 T-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 />;ARRIER <br />FX CONT LEDGER (A) <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT <_ 25 ft. <br />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQFEET) (-) VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=oft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP -35.94 -49.57 -49.57 -49.57 <br />10 <br />GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 1 -78.58 <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 />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 (24/6) or 1%32' EXP. 1 (1316) <br />TILE: 1%32" EXP. 1 (3316) <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 1%32', 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 />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 />N <br />Ca , <br />Cy <br />�u <br />® c.Rt N <br />m <br />y o <br />� <br />Q"�edY <br />°' as <br />a� w .aa <br />u' m <br />C= <br />c E <br />C'M <br />0 <br />N <br />N <br />0 <br />a a,LE <br />k0 <br />%NN <br />• <br />No PE 7 �• <br />3 STATE OF •r,,e <br />>d •�®� <br />4;3/ 0 t tl �7 A Vq <br />14111 <br />i 111101 <br />To the best of the Engineer's 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, 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 />W o <br />O N U N <br />N 0 m 4k <br />J <br />Y C,00 <br />NO L-, 4 <br />w <br />0_ <br />J U u_ z <br />O <br />z c 0 <br />L @b� �'Y'S O <br />N IJ- Q <br />W iA��O' ¢ <br />- Z <br />Z w <br />LLz <br />M N z U 0 - <br />U ❑I❑ <br />Z <br />W <br />0 <br />N <br />o <br />m <br />o <br />cC V <br />E3 <br />- - N <br />o <br />W L <br />a•—r — <br />LU m <br />- m <br />V <br />O w o <br />N I <br />t/1 <br />t�tlG <br />0 <br />PS.i J <br />M _ E <br />o9 ""•. <br />son co0 <br />a <br />M <br />J <br />N <br />O <br />z <br />ZZ <br />< <br />LL E <br />cd <br />zo <br />- o <br />z N <br />Q 0 <br />E 6J <br />ow <br />wz <br />z0 <br />oa <br />co <br />4- @ <br />a= <br />wz <br />10 <br />o E <br />�¢ <br />ao <br />U <br />o< <br />�o z <br />L <br />¢o� <br />�J <br />,312 <br />> <br />= Y <br />m <br />01 <br />�z <br />o� <br />go <br />C <br />C)w< <br />ii¢ <br />�& <br />az <br />�w <br />?K <br />m <br />o <br />w5 <br />�o <br />a <br />o <br />c <br />o r <br />E <br />>00CU <br />T <br />1 <br />ci <br />rn <br />N <br />(� <br />00 <br />L <br />M <br />� <br />co <br />=) r <br />r <br />r <br />� <br />M <br />00 <br />r <br />U) m <br />r <br />_ <br />p <br />LO <br />+—+ <br />M <br />L0 <br />Q 04 <br />L-) <br />W <br />04 <br />M CD <br />0 <br />z <br />Z <br />§ <br />E T- r <br />m <br />a <br />E <br />U _j Q o <br />c <br />JOB <br />NO: 23-13137-13142 <br />SCALE: AS NOTED <br />SHEET NO. <br />9.1 <br />