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v1 <br />3 <br />I <br />ca <br />CV <br />ID <br />N <br />PM <br />0 <br />C <br />Cr <br />cn <br />0 <br />cD <br />O <br />I <br />0 <br />0 <br />J <br />CD <br />O <br />r— <br />LO <br />O <br />I <br />O <br />r- <br />LO <br />O <br />I <br />rri <br />I <br />co <br />N <br />CO <br />I <br />rNM <br />LO <br />0 <br />C <br />cCr <br />.on <br />Co <br />O <br />rn <br />rn <br />J <br />O <br />LO <br />O <br />I <br />CD <br />0 <br />I <br />F- <br />v <br />Cr <br />0 <br />rn <br />3 <br />N <br />O <br />i <br />v <br />d <br />I° <br />E <br />O <br />x <br />L <br />c <br />c <br />J <br />a <br />U <br />J <br />a> <br />Li <br />04 <br />N <br />rh <br />Lc <br />v <br />0 <br />0 <br />N <br />ON <br />LO <br />0 <br />Q <br />]C <br />Cn <br />O <br />w <br />Q <br />M <br />m <br />ax <br />v <br />SYMMETRICAL <br />LOW ROOF / FLOOR FRAMING PLAN <br />STANDARD (STD) & LAKE THOMAS LT <br />SCALE: Y4"=1'-0" CCA 09/24/2020 <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />CAPACITY CAPACITY <br />0 <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />A <br />META12 <br />1420 (1) PLY <br />1450 (2) PLY <br />7 -10d x 1 112" <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 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 - 1Od x 1 1/2" <br />C <br />H2.5A <br />700 <br />1 615 <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 - 1Od x 1 1/2" <br />RT16A <br />1025 <br />900 <br />9 - 1Od x 1 1/2"& 8-1 Od <br />H <br />FGTR <br />4725 <br />3400 <br />w x <br />(2)1/2" x 5" TITEN HD ANCHOR BOLTS <br />RFUS <br />7100 <br />4) 3/4" x 6" WEDGE -BOLTS <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH. / (26)10dx1-1/2" <br />HTT45 <br />5795 <br />5/8" ANCH. /(26)10d x2-1/2 <br />K <br />HD313 * <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"xY SDS WOOD SCREWS &-- <br />HDU4-SDS2.5 w/ (10)1/4"x2-1/2" SDS <br />WOOD SCREWS & (1) 5/8" ATR--- <br />M <br />VGT - F <br />4940 <br />3555 <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 />1 965 <br />810 <br />14-1 Od x 1-1/2" <br />S <br />VGT - M* <br />4940 <br />3555 <br />16) x <br />1) 5/8" ATR EPDXIED w/ SIMPSON <br />T 1 (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or <br />5 16d SINKERS FRAME <br />U MGT -M* 3965 3330 (22)10d x 3" wl (1) 5/8" ATR w/ 12" M UGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR wl 12" <br />W MGT -F" EMBED wl SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY <br />(32)10d x 3.1/4" SINKERS 8 (14) TITEN TURBO ( x 11! x D <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />(2 PLY) or (60)10d x 3.1/4" SINKERS @ FRAME <br />LUGT2 <br />3310-M 4040-F <br />2920-M 3560-F <br />SCREW -BOLT or (64)10d x 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 -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)1 Od 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 3112 & 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 (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, (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. Rt <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. I 11 0 <br />SPLICING Iw <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 />OR <br />(A) <br />OR 2 PLY <br />;ARRIER <br />Cq�R�ER to I N <br />CONT LEDGER —�A) <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />RS H ENGINEERED CLADD NG W NDFPRESSURES AND PER ASCE 7-16 OSUUCTIIONS FOR MEAN ROOF OF DESIGN ALLOWABLE OHEIGHTS 25 ft MPONENTS D <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 <br />(SQ FEET) (-) VALUE DENOTES SUCTION <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: %6" EXP. 1 (2%6) or 75/32" EXP. 1 (3�6) <br />TILE: t%32" EXP. 1 (3�6) <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 t%32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Yz" 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 />HIP ROOF >20 TO 45 DEG. <br />[4:12]-[12:12] <br />a=4ft <br />El <br />I <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[ 12:12] <br />N o <br />N <br />W <br />^� L C= <br />C_ p <br />N <br />10 O a. <br />d .. 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