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IUNIT-A 15321 <br />NOTE: <br />0 SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS <br />0 SEE SHEET 10 FOR BUILDING ROOF LAYOUT <br />I SPECIAL CONNECTIONS I <br />:(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) FGTRw/(18)WS3w/(2)1/2"x5"TITEN HD. <br />IUNIT-C 1�6�2�4] <br />[UNIT-C <br />JUNIT-A 15321 <br />ROOF FRAMING PLAN - STANDARD (STD <br />SCALE: )/4"=V-101" <br />CCA 01/25/2016 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK <br />SIMPSON STRONG TIE <br />USP MANUFACTURING, INC. <br />0 <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 11/2" <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)PLY, <br />10 - 10d x 11/2" <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 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 />HIOA <br />1040 <br />1015 <br />18 - 1 Od x 1 1/2" <br />RT16A <br />1025 <br />900 <br />9 - 1 Od x 1 1/2% 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18)1/4"x TSDS WOOD SCRM9_AN­D <br />(2) 112'x 5'TITEN HD ANCHOR BOI TS <br />— <br />RFUS <br />7100 <br />(12) WS3 WOOD SC_R_EW_9__&_ <br />(4) 3/4'x 6"WEDGE-BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8' ANCH. / (26) 1 Odxl-1/2" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26) 1 Od x2-1/2 <br />K <br />Hb3B* <br />3130 <br />3050 <br />5/8' ANCH./ (2) 5/8" STUD BOLTS <br />TDX2-TZ <br />3295 <br />5/8' ANCH./ (2) 5/8" STUD BOL <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16) 1/4"xT SDS WOOD SCREWS & <br />HDU4-SDS2.5 W/ (10) 1/4'x2-1/2' SOS <br />WOOD SCREWS & (1) 5/9' ATR <br />M <br />VGT-F <br />4940 <br />3555 <br />N <br />LUS26 <br />1165/1150** <br />865/785** <br />1 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 - 1 6d x 3-1/2" <br />R <br />MTS12 <br />990 <br />850 <br />14 - 1 Od x 1 1/2" <br />MTW12 <br />965 <br />810 <br />14-1 Od x 1-112" <br />S <br />VGT-M* <br />4940 <br />3555 <br />(16) 114"A3" SDS W0_0D_M'REVVn <br />(1) 5/8" ATR EPDXIED W/ SIMPSON <br />T 1 (2) LGT3 6570-M 6960-FI4730-M 5010-F & (8) 318"x5"TITEN HD (2 PLY) or <br />(52) 16d SINKERS a FRAME <br />U MGT -M* 3965 3330 (22)1 Od x 3" w/ (1) 5/8"ATR w/ 12" MUGT15 4240 3730 (28) 1 Old x T(1) 5/8" ATR w/ 12" <br />W MGT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />(32)IDdx3-1/4 SINKERS& (14) TITEN TURBO <br />(2 PLY) or (60) 1 Od x 3-1/4" SINKERS @ FRAME <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-F <br />(32)100 x .5 & (10) 1/4 xj DEVVALT <br />SCREW-BOLTor (64) 10d x 3"@ FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(1 6)-1 Od x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />24-1 Od x 1 1/2" <br />Spi <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 />680 <br />595 <br />(20)10d 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 />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, (8) 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 54' 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 />ARRIER <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />RSHI ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT:5 25 ft <br />WIND SPEED (ULTIMATE) 140.0 MPH <br />WIND SPEED (ALLOWABLE) 108.4 MPH <br />EXPOSURE C� � C <br />EFFECTIVE WIND PF �SSURE AND SUCTION (PSF) <br />WIND AREA VALUE DENOTES PRESSURE <br />(SQ FEET) (-) VALUE DENOTES SUCTION <br />AREA ROOF 1 2- _e 2n 2r 3 3e 3r <br />10 HIP -35.94 -49.57 -49-57 49-57 <br />-38.22 -38.22 -60.99 -60.99 -60.99 <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: Y16" EXP. 1 (24/jr,) or 1%2" EXP. 1 (3�116) <br />TILE: 15/32" 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 15/32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Y2"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 OUTILOOKER <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 />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:12] <br />a4ft <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />(4:12]-[12:12] <br />Cv% <br />C%J! <br />C3 <br />CD <br />LU <br />to <br />c-4 <br />zt a) <br />Al W <br />10, <br />:t 31: <br />a) <br />mg <br />0: Z., <br />CVI> <br />2i <br />C14 <br />CD, <br />C"i <br />fro <br />...... <br />Cj <br />No P <br />77 <br />C, <br />Z.: TA T_ <br />0 OF <br />�b <br />A <br />To the best of the Enginee?s knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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