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2x4 STUDS W/ USP - <br />SPT22 @ BASE SEE <br />J/S6 FOR MORE <br />INFO. <br />1 <br />16" FLOOR SYSTE7M/ <br />SEE PLAN FOR <br />DIRECTION <br />EXTERIOR SHEATHING <br />ATTACHED PER <br />NAILING SCHEDULE <br />2x4 BASE PLATE W/ <br />USP LSTA30 OR <br />MTW12 TO FLOOR <br />GIRDER BELOW @ 16" <br />O.C. <br />FLOOR GIRDER <br />SEE PLAN FOR <br />CONNECTION <br />SECTION @ FLOOR <br />CONNECTION r2 2�'� <br />SCALE: 3/4" = V-0" 1\"j <br />Co <br />Ln <br />U') <br />cc <br />Ln <br />Lo <br />tr <br />Ul) <br />tn <br />a <br />LO <br />rn <br />E <br />2 <br />IV <br />Lz: <br />-9 <br />-2 <br />CL <br />C14 <br />I 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 />VIND SPEED (ULTIMATE) 140.0 MPH <br />VIND SPEED (ALLOWABLE) 108.4 MPH <br />,XPOSURE CATEGORY C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />(SQ FEET) I(-) VALUE DENOTES SUCTION a=4ft [4:12]-[12:12] <br />AREA ROOF 1 2e 2n 2r 3 _3e 3r <br />10 1 HIP -35.94 -49.57 -49.57 -49.57 <br />GABLE 1 -38.22 -38.22 -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"0.0 IN FIELD <br />ROOF SHEATHING: <br />SHINGLE: 3/ie" EXP. 1 (2ye) or 1%2" EXP. 1 (3y,6) <br />TILE: 1V32" EXP. 1 02/ <br />16) <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2%" xO.113") NAILS <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN %J', SHEATHING SHALL BE FASTENED <br />%A11'rU AO'rRA C19=7 DODO A-2 IAA ')I/-" n 101- KIA11 0 nD ACTIA C1=7 DODO AA 1' 113n. KIA11 Q <br />- k x . - % . 1 <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 />a=4ft <br />GABLE ROOF > 20 TO 45 DEG. <br />[4:12]-[12:12] <br />UPLIFT CONNECTION CROSS-REFERENCE <br />MARK SIMPSON STRONG TIE I USP MANUFACTURING, INC. <br />0 CONNECTOR SYP CAI <br />A META12 1420 <br />A (2) (2)META12 1875 (1)PLY <br />1795 (2)PLY <br />B HETA16 1810 <br />C H2.5A 565 <br />D H3 400 <br />E META20 1450 <br />F HHETA20 2120 <br />G H10A 1040 <br />H FGTR 4725 <br />HTT5 <br />4350 <br />HD3B* <br />3130 <br />VGT R/L <br />2225 <br />VGT - F <br />4940 <br />LUS26 <br />HUS26 <br />HUS28 <br />MTS12 <br />VGT - M <br />1165/1060 <br />1320/3235 <br />1760/4095 <br />990 <br />4940 <br />(2) LGT3 6570-M 6� <br />MGT 3965 <br />(2) LGT2 14060-M 3-, <br />SPF <br />FASTENERS <br />CONNECTOR <br />SYP <br />SPF <br />FASTENERS <br />9 - 10d x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />9 - 10d x 1 1/2" <br />9 - 10d x 1 1/2" <br />HTA1 6 <br />1870 <br />1585 <br />10 - 10d x 1 1/2" <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 1/2" <br />320 <br />8 - 8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 10d x 1 1/2" <br />10 - 10d x 1 1/2" <br />HTTA20 <br />2375 <br />11 - 10d x 1 1/2" <br />1015 <br />18 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 - 1 Old x 1 1/2"& 8-1 Od <br />3400 <br />w/ (18) 1/4" x 3" SIDS <br />WOOD SCREWS AND (2) <br />1/2" x 5" TITEN HD ACHOR <br />BOLTS <br />RFUS <br />7100 <br />— <br />w/ (12) WS3 WOOD <br />SCREWS AND (4) 3/4" x 6" <br />WEDGE -BOLTS <br />3740 <br />5/8' ANCH. / (26) 1 0dx1 -1 /2" <br />HTT5 <br />1 5795 <br />5/8' ANCH. /(26) 10d x1-1/2 <br />3050 <br />5/8"DIA. BOLTS <br />TDX2-TZ <br />3295 <br />--- <br />2 - 5/8" DIA. BOLTS <br />1600 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />X 21/2" SDS WOOD <br />SCREWS & (1) 518" ATR <br />— <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 wl (10) 1/4" <br />x 2 1/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />1005/915 <br />8 - 10d x 3" <br />JUS26 <br />1000/1080** <br />--- <br />8 - 10d <br />1335/2820 <br />20 - 16d x 3 1/2" <br />HUS26 <br />2035/3400 <br />--- <br />(20)16d x 3-1/2" <br />1720/3125 <br />30 - 16d x 3 1/2" <br />HUS28 <br />2950/5090 <br />30d -1 6d x 3-1/2" <br />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-1 Od x 1-1 /2" <br />3555 <br />w/ (16) 1/4" x 3" SIDS <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED W/ <br />SIMPSON SET wl 12" MIN. <br />EMBEDMENT. <br />4730-M 501 0-F <br />W/ (24) 114" x 3" SDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HID (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />3330 <br />22 -1 Od x (1) 5/8"ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -1 Od x (1) 5/8" ATR w/ 12" <br />EMBED W/ USP CIA-7000C <br />EPDXY <br />3500-M 3240-F <br />w/ (32) 16D SINKERS & <br />(114) 1/4" x 2 1/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />LUGT2 <br />31 00-M 4520-F <br />31 00-M 3800-F <br />wl (32) 16D SINKERS <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16C <br />SINKERS FOR FRAME <br />.1X.1 HTS 20 1 1310 1 1245 24-1 Old x 1 1/2" HTW20 1530 1285 1 24-1 Old x 1 1/2" <br />Spi 555 1 535 1 10 - 10d -1 SPT22 735 8 - 10d <br />SP2 1010 1 605 1 12 - 10d SPT24 1090 12 - 10d <br />HCP2 10 1 555 1 12-1 Od x 1 1/2" HHCP2 680 570 (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 3/12 & LOWER. REVISED 12-02-20 <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 <br />POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) <br />TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). <br />INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0, 1 29"x 3" GUN <br />NAILS. FASTEN BOTTOM CHORD OF (8) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH <br />THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) <br />IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 20 SO. PINE #2 OR #2 PT. STICK <br />LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED <br />FOR HIP PLANING TRUSSES, RI <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS <br />1hjTr0QCr'T1nMQ QD1 lr'lhdf' <br />TO BE STAGGER ED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE F-O" 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 />FLOOR/ROOF FRAMING PLAN - ELEV-131 <br />SCALE: Y4"=1'-0" <br />C* <br />>. LAJ <br />C-1' C14 <br />CO >< <br />LA- Ct <br />Co c= <br />UU15 Cc;: Jm-- <br />C'4 <br />CD <br />E <br />Z_P M <br />W <br />cz <br />�v <br />< <br />C� <br />U <br />LL <br />j,% <br />...FLO' Iko <br />'Irr <br />N <br />�yf 1§ <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 Flodda Building Code - <br />Residential 7th Edition. Enginser's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineees signature and seal. <br />W <br />04 <br />W <br />0 M. <br />N C) <br />j Lu <br />U_ <br />13 9 <br />z <br />0 <br />0 <br />0 <br />Ox <br />W Cj Co <br />2 Cl) z <br />LL <br />IL <br />C*4 < <br />i d 0 <br />0 Cn <br />W <br />-H <br />(D <br />E3 <br />(n <br />0 <br />Ul <br />ru <br />LU <br />7ja <br />C', <br />z <br />_j <br />0 <br />E <br />0 <br />10 <br />1 <br />E <br />ILI <br />z <br />E <br />It 8 <br />0 <br />Z <br />It <br />0 <br />Cn <br />8 <br />M <br />LO <br />LO <br />LO <br />co L0 <br />=3 <br />CD <br />ca <br />CAI <br />LO <br />0 .4 c) <br />0) <br />M C-4 <br />LL <br />CD <br />0) <br />C%4 <br />M <br />00 <br />V) <br />00 <br />< <br />E <br />LO Li <br />0 <br />M <br />z <br />E CD g <br />M <br />E <br />0 �0 <br />_j < <br />3 <br />JOB <br />NO 23-00525 <br />SCALE : AS NOTED <br />SHEET NO. <br />7.1 <br />