Laserfiche WebLink
2x BLOCKING <br />J <br />TYP. <br />U.NO. <br />V <br />@ 24" O.C. <br />MIN. (2) <br />STRAPS <br />2x BLOCKING <br />FL5 <br />2 <br />q TYP. @ <br />LOW ROOF <br />04 <br />tiV v v ��h� <br />CJ4G <br />CJ2G CJ2G <br />2 <br />D2 CJ4G CJ4G <br />P2A1 <br />I GL1 <br />© • I ji <br />_ i�wi�i■ii i� <br />FM <br />I I <br />- . . <br />OF • FLOOR <br />M F. I _TR1 J* ' : • Ca-LIV O.C. <br />v <br />1 � <br />S5 <br />SIM. @ <br />CONNECTIONS <br />(z)� <br />II 39 II II II II II II <br />Cc�I�I�I�I�I� <br />A TYP. @ <br />S3 SINGLE <br />STORY <br />e YP. <br />X.N.O. <br />TYP. @ <br />CORNERS <br />1 <br />D2 <br />J <br />Si <br />TYP. <br />U.NO. <br />0 <br />1 <br />S5 <br />SIM. @ <br />CONNECTIONS <br />RSH <br />ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND <br />CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHTS 25 ft <br />VIND SPEED (ULTIMATE) <br />140.0 MPH <br />VIND SPEED (ALLOWABLE) <br />108.4 MPH <br />:XPOSURE CATEGORY <br />C <br />EFFECTIVE WIND PRESSURE AND SUCTION (PSF) <br />HIP ROOF >20 TO 45 DEG. <br />WIND AREA (+) VALUE DENOTES PRESSURE <br />[4:12]-[12:12] <br />] <br />(SO FEET) (-) VALUE DENOTES SUCTION <br />a=oft <br />AREA ROOF 1 1 2e I 2n I 2r 1 3 j 3e I <br />3r I <br />HIP -35.94 -49.57 1 1 -49.57 1 -49.57 1 1 <br />1 <br />10 <br />GABLE -38.22 1 -38.22 1 -60.99 1 -60.99 1 1 -60.99 1 <br />-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 />y <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 />Q 1Q <br />SHINGLE: 7/e" EXP. 1 e%e) or'%2" EXP. 1 ('311s) <br />TILE: %2' EXP. 1 N3 6) <br />r <br />NOTE: <br />1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 YY8' x 0.113") NAILS <br />r r <br />2. WHERE THE SHEATHING THICKNESS IS GREATER THAN'Y32", SHEATHING SHALL BE FASTENED <br />WITH ASTM F1667 RSRS-03 10d (2Yz" x 0,131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") <br />NAILS a=4ft <br />3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER <br />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 />2x STUDS @ 16" O.C. <br />w/ SIMPSON SP1 w/ (10) 10d <br />NAILS AT BASE & SIMPSON <br />SP2 w/ (12) 10d NAILS AT TOP <br />2x BLOCKING BETWEEN STUDS <br />TO TRUSS W/ (2) 12d TOENAILS <br />EACH END ( BETWEEN TRUSSES <br />(2) 12d NAILS TO EACH VERTICAL <br />LOW ROOF/WALL <br />STUD) <br />SHEATHING ATTACHED <br />PER NAILING SCHEDULE <br />2x BASE PLATE W/ (2) 12d <br />NAILS @ 16" O.C. ALONG W/ <br />"'` <br />SIMPSON MTS12 w/ (14) 10d x <br />rf <br />1 1/2" NAILS TO BLOCKING <br />BELOW @ 16" O.C. <br />PLYWOOD <br />FLOORING <br />LOW ROOF TRUSS W/ FLOOR G.T <br />(2) 2x6 BLOCKING UNDER <br />RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN <br />EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) <br />MANUF. SPEC'S FOR 16d NAILS AT EACH END <br />CONNECTIONS TO G.T. <br />SECTION @ BUMP OUT 39 <br />SCALE: 3/4"=V-0" <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 <br />9 -10d x 1 1/2" <br />HTA20 <br />1870 <br />1585 <br />10 -10d x 1 1/2" <br />A (2) <br />(2)META12 <br />1875 (1)PLY <br />1795 (2)PLY <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 />1585 <br />10 -10d x 1 1/2" <br />C <br />H2.5A <br />565 <br />535 <br />10 - 8d <br />RT7A <br />585 <br />515 <br />10 - 8d x 1 112" <br />D <br />H3 <br />400 <br />320 <br />8-8d <br />RT3 <br />345 <br />305 <br />8 - 8d x 1 1/2" <br />E <br />META20 <br />1450 <br />7 - 10d x 1 1/2" <br />HTA20-18 <br />1625 <br />1400 <br />10 - 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 - 10d x 1 1/2" <br />RT16A <br />1020 <br />1160 <br />9 -10d x 1 1/2% 8-10d <br />H <br />FGTR <br />4725 <br />3400 <br />w/ (18) 1/4" x 3" SDS <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 />— <br />J <br />HTT5 <br />4350 <br />3740 <br />5/8" ANCH, / (26)10dxl-1/2" <br />HTT5 <br />5795 <br />5/8" ANCH. /(26)10d x1-1/2 <br />K <br />HD3B * <br />3130 <br />3050 <br />5/8" DIA. BOLTS <br />TDX2-TZ <br />3295 <br />-- <br />2 - 5/8" DIA. BOLTS <br />L <br />VGT R/L <br />2225 <br />1600 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />X 2 1/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />M <br />VGT - F <br />4940 <br />3555 <br />w/ (16) 1/4" x 3" SDS <br />WOOD SCREWS AND <br />HDU4-SDS2.5 w/ (10) 1/4" <br />x 2 l/2" SDS WOOD <br />SCREWS & (1) 5/8" ATR <br />- <br />N <br />LUS26 <br />1165/1060 *" <br />1005/915 *" <br />8 -10d x 3" <br />JUS26 <br />1000/1080*" <br />--- <br />8 -10d <br />P <br />HUS26 <br />1320/3235 ** <br />1335/2820 *" <br />20 -16d x 31/2" <br />HUS26 <br />2035/3400 <br />— <br />20 16d x 3-1/2" <br />Q <br />HUS28 <br />1760/4095 ** <br />1720/3125 ** <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 />860 <br />14 - 10d x 1 1/2" <br />MTW12 <br />1195 <br />1005 <br />14-10d x 1-1/2" <br />S <br />VGT - M <br />4940 <br />3555 <br />WOOD SCREWS AND (1) <br />5/8" ATR EPDXIED w/ <br />SIMPSON SET w/ 12" MIN. <br />EMBEDMENT. <br />T <br />(2) LGT3 <br />6570-M 6960-F <br />4730-M 5010-F <br />w/ (24) 1/4" x 3" SDS <br />SCREWS & (8) 3/8" x 5" <br />TITEN HD (2 PLY) OR (52) <br />16D SINKERS FOR FRAME <br />U <br />MGT <br />3965 <br />3330 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ SIMPSON "SET" <br />EPDXY <br />MUGT15 <br />4175 <br />22 -10d x (1) 5/8" ATR w/ 12" <br />EMBED w/ USP CIA-7000C <br />EPDXY <br />V <br />(2) LGT2 <br />4060-M 3770-F <br />3500-M 3240-F <br />w <br />(14) 1/4" x 2 l/4" TITENS <br />(2 PLY) OR (28) 16D <br />SINKERS FOR FRAME <br />LUGT2 <br />3100-M 4520-F <br />3100-M 3800-F <br />w/ (32) 16D SINKERS & <br />(10) 1/4" x 3" WEDGE- <br />BOLTS (2-PLY) OR (32) 16 <br />SINKERS FOR FRAME <br />"X" I HTS 20 1310 1245 24-10d x 1 1/2" HTW20 1530 1285 24-10d x 1 1/2" <br />SP1 555 535 10-10d SPT22 735 8 -10d <br />SP2 1010 605 12- 10d SPT24 1090 12 - 10d <br />HCP2 590 555 12-10d x 1 1/2" HHCP2 1 680 570 1 (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. 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 I-). <br />INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" 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) 2x4 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. R1 <br />STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 0 <br />INTERSECTIONS. SPLICING <br />TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK <br />FRAMING SPLICING. <br />MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"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 />1 PL LEDGER -_�A) <br />SEE SHEET D1 FOR <br />ROOF FRAMING <br />DETAILS <br />FLOOR FRAMING PLAN -A <br />SCALE: A"=l'-0" <br />Cn <br />CV <br />up <br />N <br />CD <br />o <br />r <br />m In <br />yW <br />p <br />Q <br />a —o <br />tl G+N M <br />rr L'- cn. <br />.Q N SC <br />a� w <br />� = m <br />3 <br />u m <br />� 7+ <br />E <br />� o <br />cl-c� <br />0 <br />c� ego OF <br />v <br />ss) <br />� <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 Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />04c <br />N cb <br />'In <br />Hi <br />Q <br />Oqp <br />C U. y th sr JLL <br />4- <br />Z <br />J U. D.W <br />co r °i g <br />W <br />N co 0 <br />LLZ <br />cc 03 <br />NZdk <br />zO <br />N <br />U U 0 <br />W <br />❑ ❑ <br />z � <br />Z <br />Q_ <br />^2!: r- <br />5 <br />GX <br />"d <br />C) <br />u3 <br />LLu � <br />0 <br />w <br />w <br />V <br />=5 <br />O <br />cp <br />z <br />LA_30 <br />y <br />g <br />E <br />� <br />�` <br />&z <br />Z <br />p E <br />N <br />It <br />'0 <br />�O <br />z <br />�� <br />L <br />mO <br />3: <br />of <br />5 <br />z <br />Wo <br />o <br />=� <br />JcoNZ <br />co <br />o <br />zip <br />0 <br />` O <br />= <br />'Ln <br />O <br />a; <br />00 <br />CO <br />c <br />0 <br />Q <br />�-o� <br />O <br />3r <br />CN <br />I— <br />c <br />M <br />U 04 <br />N <br />LO <br />M <br />o <br />Z <br />E O <br />E <br />r <br />to <br />c <br />m <br />n <br />U <br />Q p <br />JOB <br />NO: <br />22-12357 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.1 <br />