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r, <br />o� <br />3 <br />N <br />c0 <br />I <br />N <br />rM <br />LO <br />C <br />cn <br />O <br />0 <br />i <br />CD <br />0 <br />J <br />LO <br />N <br />i <br />LO <br />CIA <br />I <br />M <br />I <br />N <br />LO <br />L <br />Q <br />(/7 <br />0 <br />O <br />0 <br />I <br />C) <br />0 <br />m <br />LO <br />LO <br />C'4 <br />I <br />4 <br />r.� <br />N <br />r7 <br />M <br />N <br />0 <br />T <br />0 <br />0 <br />i <br />L <br />0 <br />N <br />0 <br />0 <br />o_ <br />E <br />N <br />a� <br />E <br />0 <br />0 <br />c <br />C: <br />J <br />0- <br />0 <br />U <br />J <br />a) <br />r7 <br />r7 <br />0 <br />N <br />co <br />N <br />rn <br />ai <br />0 <br />0 <br />0 <br />a <br />CN <br />I-M <br />0 <br />0 <br />00 <br />W <br />0 <br />Q <br />Z <br />w <br />¢ <br />it <br />m <br />-a <br />0 <br />0 <br />En <br />SYMMETRICAL <br />— — — — — — — — — — — — — — — — <br />UNIT -A 1532 1UNIT-C 1624 i UNIT-C 1624 <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 <br />(8) 10dX1 1/2" NAILS ONE TO EACH SIDE OF THE GIRDER. <br />INSTALL GIRDER CONNECTION PRIOR TO TRUSS TO TRUSS <br />BRACKETS. <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. <br />Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS <br />SYP I SPF SYP 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 />10 -10d x 1 1/2" <br />14- 16d x 3 1/2" <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 - 10d x 1 1/2" <br />C <br />I 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 />H10A <br />1040 <br />1015 <br />18 - 1 Old 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 3" SDS WOOD SCREWS AND <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) 1001-1/2" <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) 518" 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)1ANY SDS WOOD SCREWS & <br />HDU4-SDS2.5 wl (10)114"x2-112" SDS <br />WOOD SCREWS & (1) 5/8" 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 - 1 Old x 1 1/2" <br />MTW12 <br />965 <br />810 <br />14-10d x 1-1/2" <br />S <br />VGT - M* <br />4940 <br />3555 <br />(6) 1/4"x3" SDS WOOD SCREWS & <br />(1) 5/8" ATR EPDXIED w/ SIMPSON <br />T (2) LGT3 6570-M 6960-F 4730-M 5010-F & (8) 3/8"x5" TITEN HD (2 PLY) or <br />52 16d SINKERS FRAME <br />U MGT -M* 3965 3330 (22)1 Od x 3" w/ (1) 5/8" ATR w/ 12" MUGT15 4240 3730 (28)10d x 3" (1) 5/8" ATR w/ 12" <br />W MGT -F^ EMBED w/ SIMPSON "SET" EPDXY EMBED w/ USP CIA-7000C EPDXY <br />(32)10d x 3.114" SINKERS & (14) TITEN TURBO (32)10d x 3" & 110)1/4"0" DEWALT <br />V <br />(2) LGT2 <br />4060-M 4080-F <br />3500-M 3510-F <br />(2 PL1 or (60)10d x 3.114" 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 />1 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 />1 1010 1 <br />605 1 <br />12 - 10d x 3" <br />SPT24 <br />1090 <br />12 - 10d x 3" <br />HCP2 <br />1 590 1 <br />510 1 <br />12-1 Od x 1 1/2" <br />HHCP2 <br />1 680 <br />595 <br />(20)1Cd 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 (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 f#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 �1 OF <br />SPLICING / 2 . <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING <br />SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE F-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 />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 <_ 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 />ISO FEET) W VALUE DENOTES SUCTION [4:12]-[12:12] <br />a=4ft <br />AREA ROOF 1 2e 2n 2r 3 3e 3r <br />10 <br />HIP -35.94 -49.57 -49.57 -49.57 t <br />GABLE -38.22 -38.22 1 -60.99 1 -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: 16" EXP. 1 (24/16) or 1%2 EXP. 1 (33/16) <br />TILE: 1X32' EXP. 1 (33,'16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS t <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1Y32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2'Y2" 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 />ROOF FRAMING PLAN - STANDARD (STD <br />SCALE: Y4'=1'-0" <br />CCA 09/24/2020 <br />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />A <br />tV <br />� <br />a» <br />> W <br />M <br />m <br />1.1.. <br />r+ = d <br />IC o <br />et°'evY <br />su a/ <br />c <br />ECis <br />C2 <br />= <br />� <br />3 � <br />3 L <br />i N C <br />VI CLCTj <br />c E <br />tM <br />N <br />O <br />00 <br />O <br />R r <br />� <br />rp <br />P� <br />�r <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Flodda Building Code - <br />Residential 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />Fr W <br />3� <br />^¢ <br />o <br />O Oce) E uNi <br />ID <br />N <br />O N <br />N O c0 ik <br />.F.' .4 <br />OWN ® <br />_ CO a) u. - <br />7 u7 CO 0 J LL <br />LL ul <br />MR di <br />s %4 <br />M O 2 <br />N � 2SS W a. rl. <br />C J u- Z o_ Y <br />N LL. 5 <br />0 <br />J z <br />Z <br />_ O <br />�rn 3:o5 <br />t] <br />' <br />W <br />w _ O <br />_ r CD M Lu m <br />c°�pjO' z <br />�" <br />w <br />Z U G H <br />c 1 <br />OU ❑❑❑ <br />,3 W <br />z N M <br />0 0 <br />N <br />Q � a <br />a N <br />N� <br />N <br />M <br />z <br />W <br />CD o <br />4--J <br />� <br />cn <br />w <br />O <br />N <br />y <br />I�` <br />U <br />E <br />F- s <br />z I <br />S L <br />O N <br />Q <br />N <br />r_ <br />o <br />C <br />o <br />� <br />w <br />Z <br />LL <br />CIS E <br />zi? <br />s� <br />wz <br />>N <br />zp <br />zp <br />ro <br />p E <br />O <br />¢ ¢ <br />a� <br />o0 <br />U <br />U <br />O <br />O Q <br />-Z <br />a� <br />C, <br />J <br />Ln C¢ <br />m J <br /><o <br />No <br />wM <br />m <br />00 <br />< w <br />Q <br />z <br />o� <br />a0 <br />J <br />gas <br />o <br /><F <br />�o <br />F <br />clJ <br />V <br />" <br />zR <br />3 <br />c <br />o T <br />00 <br />N <br />f6 <br />O <br />� <br />� <br />0 <br />1 <br />L <br />CO 00 <br />r <br />00 <br />LM <br />r <br />1 <br />T <br />�./ <br />6, <br />L0 <br />O <br />00 <br />r— <br />'' ^� <br />VJ m <br />00 <br />r <br />CV <br />F-- <br />0 <br />L-) <br />M <br />L0 <br />-0 <br />Q <br />N <br />C:) <br />CD <br />N <br />Cn <br />Lo <br />1 <br />00 <br />r <br />of <br />E <br />CV <br />o <br />Z <br />Z <br />E <br />'6 <br />ri <br />E <br />U J <br />v ? <br />Q (� <br />J <br />JOB <br />NO: 23-12154-12159 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10.1 <br />- - F r -- I T <br />