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1 11 1--L!F... 11 .I' 11. _— _ I I _ I I 1 _. 1 1 1 '1 1 -- - <br />UPLIFT <br />CONNECTION <br />CROSS-REFERENCE <br />MARK <br />SIMPSON <br />STRONG <br />TIE <br />USP <br />MANUFACTURING, INC. <br />U <br />CONNECTOR <br />CAPACITY <br />FASTENERS <br />CONNECTOR <br />CAPACITY <br />SPF <br />FASTENERS <br />SYP <br />SPF <br />SYP <br />A <br />META12 <br />1420 (1) PLY <br />1450 (2) PLY <br />7 - 10d x 1 112" <br />6- 16d x 3 112" <br />HTA20 <br />1870 <br />1730 <br />9 - 10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PL <br />1795 (2)PLY <br />10 - 10d x 1 112" <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 - 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 1 112" <br />D <br />H3 <br />400 <br />365 <br />8 - 8d x 2 112" V <br />RT3 <br />345 <br />_ <br />305 <br />8 - 8d x 1 1/2" <br />E <br />_ <br />META20 <br />1450 <br />8 - 10d x 1 1/2" <br />_ _ <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 />_ <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 />9 - 1Od x 1 1/2"& 8-1Od <br />H <br />FGTR <br />4725 <br />3400 <br />WWI x3"SDSWOODSCREWSAND <br />2 1/2' 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) 10dx1-112" <br />HTT45 <br />5795 <br />5/8" 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 BOL <br />L <br />VGT R/L <br />2225 <br />1600 <br />(16)1ANY 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 />a— - <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 3 112" <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 />_ <br />14 - 1Od x 1 112" <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 />LOW ROOF / FLOOR FRAMING PLAN — <br />STANDARD (STD) & LAKE THOMAS <br />SCALE: %4"=1'-O" <br />FLT <br />CCA 01 /25/2016 <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />& (8) 3/8"x5" TITEN HD (2 PLY) or <br />_ <br />5 j 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 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 />(14)TITEN TURBO <br />�2 <br />LUGT2 <br />3310 M 4040 F <br />2920-M 3560-F <br />(or <br />PLY) or3(60)WSINKERS& <br />10d x 3-1/4 S SINKERS @ FRAME <br />HTW20 <br />SCREW -BOLT EW-BOLT(64) 10d x 3" a FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(16)-1Od x 1 1/2" <br />1355 <br />1140 <br />24-10d 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 />tHCP2 <br />1010 <br />605 <br />12 - 10d x 3" <br />SPT24 <br />1090 <br />12 - 10d x 3" <br />590 <br />510 <br />12-1Od x 1 1/2" <br />C. <br />680 <br />595 <br />_ <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. REVISED03-14-22 <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 (B) 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 wl 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 5'-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 />L C E N N N <br />x CONT LE�GER� (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 5 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 />WINDAREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 45 DEG. <br />(SO FEET) (-) VALUE DENOTES SUCTION a=oft [4:12]-[12:12] <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />HIP -35.94 49.57 49.57 49.57 <br />10 78.58 - , --- ----- -----� --- GABLE -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 I <br />ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD j `; �r ' E <br />ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD I I I <br />ROOF SHEATHING: <br />SHINGLE: %s" EXP. 1 (2%6) or 1Y32' EXP. 1 (33/16) I I <br />I <br />TILE: 7Y32' EXP. 1 (3/16) I I r I <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %6" x 0.113") NAILS It <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/2", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'/z" x 0.131 ") NAILS OR ASTM F1667 RSRS-04 13" x .120") NAILS a=oft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER GABLE ROOF > 20 TO 45 DEG. <br />RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING [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 />N ' <br />N <br />P— <br />Z a <br />� W <br />o_ 0 <br />_ M N <br />m ac <br />�+ = W d <br />ca a <br />N N L <br />>r � <br />u '3 <br />pc ro <br />r� <br />m a� <br />�u <br />> G C� <br />c E <br />tv <br />o <br />cL u <br />M <br />N <br />0 <br />N <br />CD <br />N <br />0 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and spedfications contained <br />within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineers signature and <br />seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />N <br />E <br />N N <br />$ N <br />N <br />CI <br />(0V <br />� irk <br />0 <br />ni VJ t` r- - <br />M u- <br />u. Lu <br />° d <br />_j <br />Q U LL iE <br />w <br />a Y <br />Z <br />Z a <br />0 <br />m W Q <br />W 2 <br />¢Kz <br />-z <br />LL N (h Z <br />� O H <br />IZ <br />v OU ❑❑❑ <br />T. <br />W <br />N O <br />o <br />Co <br />- <br />rt Q <br />(1 N <br />N <br />r <br />CD <br />4-1 �n <br />'o <br />•U <br />O <br />M <br />` <br />0 <br />u 0 4 <br />r� <br />`w <br />-5 <br />J <br />cd `- <br />o <br />w" <br />O E <br />n� <br />Z <br />Z <br />J <br />u, o <br />"; <br />15 <br />M <br />W <br />o y <br />`C) <br />=� <br />m <br />a <br />C] <br />Nv <br />plq <br />0 <br />m <br />>� <br />2 <br />U <br />(U <br />tM <br />O <br />Cfl <br />~ <br />r- <br />ca 004 <br />N <br />C1) Ll <br />LO <br />1� <br />v♦ (U <br />T <br />600 <br />o U <br />m <br />O <br />^ <br />N <br />LO <br />N <br />n L <br />_._.. <br />C? p <br />LO <br />Q C LO <br />CN <br />LC� <br />ai <br />M LN <br />r <br />M <br />z <br />z <br />E <br />a <br />E <br />U Q p <br />C <br />c <br />JOB <br />NO: 23-05725-05728 <br />SCALE : AS NOTED <br />SHEET NO. <br />9.1 <br />