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i - -- r 11 1 1 -1__ _ .__ 1 1 1 111 1 II 1 1 1 1 1' _' I' I _ I I I I I I I I ---- I— _L I I.- [L-1 ! I I I 11111 1 I-1 I I <br />72'-8" <br />UNIT -A �1532 IILINIT-C:16:2]4 IUNIT-C 1624 1UNIT-A 1532 <br />I I <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 (8) 10dX1 1/2" NAILS ONE TO EACH SIDE <br />OF THE GIRDER. INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS BRACKETS. <br />S4 :SIMPSON (1) FGTR w/ (18) WS3 w/ (2) 1/2"x5" TITEN HD. <br />ROOF FRAMING PLAN - STANDARD (STD <br />SCALE: %4'=1'-0" <br />CCA 01 /25/2016 <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 3 112" <br />HTA20 <br />1870 <br />1730 <br />9 - 10d x 1 112" <br />A (2) <br />(2)META12 <br />1875 (1)PL <br />1795 (2)PLY <br />10 -10d x 1 1/2" <br />14-16d x 3 112" <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 1 112" <br />C <br />H2.5A <br />700 <br />615 <br />10 - 8d x 2 1/2" <br />RT7A J <br />630 <br />510 <br />10 - 8d x 1 112" <br />D <br />H3 <br />400 <br />365 <br />8 - 8d x 2 1/2" <br />RT3 <br />345 <br />305 <br />_ <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />8 - 10d x 1 112" <br />HTA20-18 <br />1625 <br />1495 <br />9 - 1 Od 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 1 112" <br />G <br />H10A <br />1040 <br />_ <br />1015 <br />18 - 1Od x 1 1/2" <br />RT16A <br />1025 <br />900 <br />_ <br />9 - 1Od x 1 1/2"& 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SOS WOOD SCREWS AND <br />(2)1/2' x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />_ <br />7100 <br />_ <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 />_ <br />HTT45 <br />5795 <br />_ <br />518" ANCH. /(26) 10d 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./ (2) 5/8" STUD BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16)1/4"xX SDS WOOD SCREWS & <br />HDU4-SDS2.5 w/ (10) 1/4"x2-1/2" SIDS <br />WOOD SCREWS & (1) 518" 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 />/ x <br />(1) 5/8" ATR EPDXIED w/ SIMPSON <br />T &1 " MIN M <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />& ( ) 3/8"x5" TITEN HD (2 PLY) or <br />52 16d SINKERS FRAME <br />U <br />MGT -M* <br />3965 <br />3330 <br />(22)1Od 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 wl 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 />TURBOEW-BO <br />22K1V) or (60)^10d x 3-R14_S(INKERS TITEN FRAME <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-F <br />SCRT (orr (64)10d xx 3" @ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(16)-10d x 1 112" <br />HTW20 <br />1355 <br />1140 <br />24-1Od x 1 112" <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 0" <br />_ <br />SPT24 <br />1090 <br />12-- 1 Od x 3" <br />HCP2 <br />590 <br />510 <br />2-1 Od x 1 1/2" <br />HHCP2 <br />680 <br />595 <br />(20)10d x 1-112" <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 />(e) <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 POINT (B) <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) 20 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 (A) <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 5'-0" ON A HORIZONTAL PROJECTION. <br />NOTE: SEE SHEET D1 FOR ROOF FRAMING DETAILS <br />a(2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM <br />BELOW, TYP. AT INTERIOR BEARING U.N.O. <br />(A) <br />1 OR 2 PLY <br />CARRIER <br />R 2 PLY CARRIER <br />x CONT LEDGER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />RS H CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 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) <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 />HIP -35.94 -49.57 -49.57 -49.57 <br />10 <br />GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -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 (2%s) or f%2" EXP. 1 (3y6) <br />TILE: 1V32" EXP. 1 (�6) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'/2" 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 />C-* <br />N <br />O <br />N <br />^� Q <br />m Uj <br />W <br />C. <br />arm a <br />CD �O r, <br />C V N _ <br />m <br />� x <br />_ IC p ` <br />Q .2 N cc <br />CD <br />m <br />E- <br />G3 <br />CU CJ tt <br />a, <br />c <br />a z <br />r N Q <br />mc E <br />a � <br />CM <br />N <br />O <br />N <br />N <br />CV <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential <br />7th Edition. Engineers signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers <br />signature and seal. <br />N <br />W <br />Q g C-,N <br />N <br />V O m <br />Ju- <br />0 °° <br />M C <br />a z <br />J LL z <br />13 <br />L MO <br />Y. '� CV cD m W OQ <br />W,pia,)6-EE <br />Z 00 LL N u', Z � 01 <br />M <br />aN Q U rn F- <br />O U ❑❑❑ <br />W <br />N 0 <br />113 <br />ci <br />- r <br />(/) l c <br />.o <br />W C7 <br />4--+ «> <br />(� w <br />O s <br />N �, N <br />ra <br />I <br />S � ry$ry <br />C) 633 <br />N 0 <br />4101- <br />o EI <br />4 <br />m <br />oCID <br />W <br />� <br />, <br />a <br />', <br />u <br />s <br />d <br />i <br />o T <br />>C <br />ai <br />rn <br />_ <br />C7 <br />CD <br />N <br />r <br />L 00 <br />ICU <br />� <br />O <br />M <br />T <br />00 <br />LOCr <br />T <br />T <br />� / <br />o <br />T� <br />60 <br />V) <br />m <br />000 <br />r <br />4-j <br />T <br />� <br />0 CN <br />``' <br />- <br />O <br />-0 CNI <br />Ln <br />CD <br />Cn <br />QCD CV <br />L17 <br />1 04 <br />T <br />E <br />o <br />m <br />CT <br />M Q ri <br />z <br />z <br />E y <br />E a ui <br />m <br />C <br />a <br />0 -1 a <br />JOB <br />NO: 23-12150-12153 <br />SCALE : AS NOTED <br />SHEET NO. <br />10.1 <br />