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I 7 <br />.. .1 1_ I I J1 _-J-- _ L - 1. 1 1 1 1 __ I i _ _ I I I 1 - 1, I I — <br />Q' <br />3 <br />I <br />co <br />co <br />i <br />N <br />rn <br />In <br />C <br />Cr <br />0 <br />cV <br />N <br />cV <br />cV <br />I <br />r� <br />N <br />CV <br />0 <br />J <br />N <br />L0 <br />r— <br />LO <br />O <br />I <br />n <br />L0 <br />0 <br />I <br />Ih <br />N <br />I <br />CD <br />N <br />CO <br />Ln <br />N <br />rr, <br />_ <br />0 <br />v <br />C <br />Cr <br />0 <br />-n <br />CV <br />N <br />C'4 <br />CV <br />I <br />n <br />N <br />CV <br />0 <br />J <br />C'4 <br />Ln <br />r— <br />un <br />0 <br />I <br />I� <br />r` <br />0 <br />I <br />N <br />/ <br />v <br />v <br />Cn <br />vp <br />c <br />0 <br />3 <br />U <br />7 <br />CV <br />0 <br />N <br />/ <br />v <br />a <br />E <br />E <br />0 <br />_ <br />0 <br />v <br />c <br />J <br />i <br />ri <br />c <br />0 <br />0 <br />U <br />O <br />J <br />LZ <br />r7 <br />CV <br />0 <br />Ln <br />\ <br />\ <br />v <br />0 <br />0 <br />r-) <br />N <br />0 <br />cV <br />LO <br />N <br />0 <br />0 <br />Y <br />O <br />w <br />m <br />a� <br />C <br />C <br />SYMMETRICAL <br />LOW ROOF / FLOOR FRAMING PLAN — <br />STANDARD (STD) & LAKE THOMAS <br />SCALE: %4"=1'-0" <br />I <br />CCA 09/24/2020 <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 />_ <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 1 112" <br />HTA16 <br />1870 <br />1730 <br />9 - 1Od x 1 1/2" <br />C <br />H2.5_A_ <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" T <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 112" <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 1/2" <br />G <br />H10A <br />1040 <br />1015 <br />18 - 1Od x 1 1/2" <br />RT16A <br />1025 <br />_ _ <br />900 <br />9 - 1Od x 1 1/2"& 8-1Od <br />H <br />FGTR <br />4725 <br />_ _ 3400 <br />wl(1 )1/4"x3"SDS WOOD CREWS AND <br />2)112" x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />_ <br />HTT45 <br />7100 <br />(12) W 3 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 />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 />TD_X2-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 114NY SIDS WOOD SCREWS & <br />( ) <br />HDU4-SDS2.5 wl (10) 1/4"x2-1/2" SOS <br />WOOD SCREWS & (1) 5/8" ATR <br />--- <br />--- <br />— -- -- - — <br />M <br />VGT - F <br />4940 <br />3555 <br />- - <br />- — <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 />_ <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 1 112" <br />MTW12 <br />965 <br />810 <br />14-10d x 1-1/2" <br />S <br />VGT - M* <br />4940 <br />3555 <br />/ 'x " SDS WOOD SCREWS <br />(1) 5/8" ATR EPDXIED wl SIMPSON <br />12" MIN EMBEDMENT <br />-- <br />—--- <br />--__ <br />x- <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 />5 16d SINKERS FRAME <br />4240 <br />3730 <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 />(28) 1Od 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) TITENTURBO <br />�22P0dx3-1/4" SINKERSLY) <br />LUGT2 <br />3310 M 4040 F <br />2920 M 3560-F <br />!10) 1A LT <br />IT <br />or (60)10d x 3-1114&SINK <br />SINKERS @ FRAME <br />SCREW-BO or (64)10d x _T FRAME <br />"X" <br />HTS 20 <br />1415 <br />1215 <br />(16)_1Od x 1 1/2" <br />HTW20 <br />1355 <br />1140 <br />v <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 1 <br />605 <br />12 - 10d x 3" <br />SPT24 <br />1090 <br />12 - 10d x_3" <br />HCP2 <br />590 <br />510 <br />12-1Od x 1 1/2'. T <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 <br />NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE <br />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 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 (+/- 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. <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 />Ifl(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 />RSH IENGINEERED 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 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 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 <br />GABLE -38.22 -38.22 -60.99 -60.99 1 -60.99 78.58 <br />ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): r <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 r <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: O Q <br />SHINGLE: 7/s' EXP. 1 (24/6) or 15/• ' EXP. 1 (3�110) <br />r <br />TILE: 1%32" EXP. 1 (39'16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3/" x 0.113") NAILS 13r 3r <br />m <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 15/32", 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 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 />P" <br />-ram o <br />r <br />dW <br />r- n <br />4ti P <br />co _., N <br />... G lL 0- <br />N co P <br />y •'O N L <br />y <br />a� d <br />¢• s <br />c <br />N y C <br />d O 5 Q <br />CS:3 '3 co <br />� 3 ai o d <br />E!J <br />r C O <br />�- r- -- T <br />7 <br />a <br />N <br />c E <br />cc o <br />0 <br />,acu. 1 rt <br />CV <br />�Tr <br />f ;3 <br />(� <br />UA <br />\Le, <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />Q <br />g E N <br />o C� <br />O r- J <br />3 U)oD'n LL LL <br />M <br />Q <br />rn F- r• z? u- W W <br />M CD w a d <br />M o to cd <br />LL <br />Z <br />13 <br />3:O <br />0 <br />—(� <br />0' <br />L ca V O <br />Q O <br />m W <br />@Nco ¢ <br />��m <br />W <br />Z <br />ILW <br />o o w <br />'` U <br />z <br />N co N F=-- <br />U <br />Z <br />O ❑❑❑ <br />W <br />pop <br />r <br />N <br />Cl) <br />E3C. <br />Cz <br />�n <br />(DUO <br />C) <br />Ln <br />Ln <br />C) <br />w <br />J E <br />` - <br />- � s <br />I <br />c ) <br />Z N 0 <br />0 <br />M <br />J <br />6 <br />u N <br />; o <br />u0 <br />(0 <br />xa <br />rOa <br />co <br />c <br />° o <br />Z <br />n� <br />S <br />y i <br />WC) <br />m <br />M <br />v <br />(; <br />o <br />o O <br />Le <br />> 00 <br />= <br />V <br />(o <br />rn <br />�—� <br />0 <br />CID <br />~ <br />I <br />L <br />N <br />CV <br />M <br />(p N <br />ILL. <br />N <br />Ln <br />N <br />Co- <br />cv <br />E <br />o <br />C <br />U <br />r <br />00 <br />00Mt <br />N <br />a--+ <br />CN <br />0 <br />(D <br />LIB <br />co <br />C <br />o0 (V <br />O <br />cs� <br />N <br />LC� <br />r <br />r <br />N <br />j <br />� <br />Z <br />Z <br />E r— <br />N <br />m <br />co <br />a <br />E <br />O <br />U J <br />_0 N <br />Q 0 <br />C <br />JOB <br />NO: 23-05747-05752 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />9.1 <br />