|
CONNECTOR SCHEDULE C4MTR°LDATE, 01-m5-n
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-fr.
<br />1450
<br />HTA 16-18
<br />1625
<br />(8) 10d x 1 1/2' 1-PLY, (b) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION)
<br />(2) META-16
<br />198fa
<br />(2) NTA Ib-IB
<br />2000
<br />(10) Wd x 11/2' I -PLY, (USP: (10) 10d x 1 1/1')
<br />29,15
<br />(14) 16d 2-PLY (USP: NO Ibd OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1810
<br />(5) 10d x 1 12' I -PLY, (8) 1611 2-PLY USP: (10) 10d x 1 12', NO 16d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(9) 10d x 1 12' 1-PLY, (8) 16d 2-PLY USP: (10) Oct x 1 12', NO Ibd OPTION
<br />r
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />CIO) 10d x 1 I/L' 1-PLY USP: (10) I0d x 1 1/2'
<br />2500
<br />112) Ibd 2-PLY (USP: NO Ibd OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 114' TITEN, 2 (USP: SLK (5) 1/4' WB, WOOD (16) 10d
<br />DETAL-20
<br />24M
<br />OWTA-20
<br />2430
<br />(16) - 10d x 1 1/2, 1 PLY
<br />MGT
<br />3%65
<br />MUGT
<br />4115
<br />(I) S/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED). (22) 10d TO WOOD (USP, (28) lod TO WOOD)
<br />HST-2 .
<br />10980
<br />WUGT-2
<br />5190
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MN. Yl' EMBED), ll6) 10d TO WOOD (USP: WOOD (a) 10d)
<br />HGT-3
<br />10530
<br />WUGT-3
<br />9660
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1Y EMBED), 06) 10d TO WOOD (USP: WOOD (8) 10d)
<br />LCM-60525
<br />3280
<br />LUGT-3
<br />3525
<br />(12) SDS 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS29)
<br />LTA2
<br />I210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x 1-12' (USP: (W) 10d x 1 1/2'
<br />VG
<br />4S40
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS I/4'X3' TO WOOD
<br />(2) vGT
<br />lies
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />1195
<br />(14) 10d x 11/2' (USP: (14) 10d x 1 1/2', (14) 10d)
<br />WTS-Ib
<br />1150
<br />HTW I6
<br />1260
<br />(I6) 10d x 1 1/2' (USP: (16) loci x 112', (16) 10d)
<br />14TS-20
<br />1450
<br />HTW 20
<br />15W
<br />(24) 10d x 1 1/2' CUSP: (24) 10d x 1 12', (20) 106)
<br />HTS-24
<br />W90
<br />HTW 24
<br />1530
<br />(24) 10d x 1 1/2' (USP: (24) 10d x 1 12', (20) 10d)
<br />LSTA-12 ++
<br />925
<br />LSTA 12
<br />S30
<br />(to) lod USP: (10) 106
<br />LSTA-18 ++
<br />1235
<br />LSTA 18
<br />1235
<br />(14) 10d USP: (14) loci
<br />MSTA-18
<br />131b
<br />MSTA-18
<br />1310
<br />(14) and USP, (14) 10d
<br />N
<br />M5TA-24 ..
<br />1640
<br />MSTA-24
<br />1640
<br />(18) loci USP: (18) loci
<br />MSTA-30 ••
<br />2050
<br />MSTA-30
<br />2065
<br />(22) loaf USP: (22)10.1
<br />MSTA-36 +
<br />2050
<br />MSTA-36
<br />2065
<br />(26)106 USP: (2( )10d
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3850
<br />(36) I0d x 1 1/2' USP: (34,) 10d x 1 1/2'
<br />V)
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />C48) 106 x 1 1/2' USp, (48) 10d x 1 12'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />(8) 8d TO PLATES, (8) Sd TO STUDS CUSP: (I6) ad x 1 1/2', (16) 8d)
<br />SP4
<br />am
<br />SPT 4
<br />945
<br />(6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />434
<br />395
<br />MP 34
<br />380
<br />(4) Bd x 1 1/2' TO BEAM, (4) Sd x 1 1/2 TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) old x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />Boo
<br />(12) lod x 1 1/2' USP: (10) 10d x 1 1/2' TO TRU55, (10) 10d X 1 12' TO PLATE
<br />WIOA
<br />I"
<br />RT I&A
<br />1380
<br />0a) loci x 1 1/2' USP: (9) 106 x 1 12' TO TRUSS, (W 10d X 1 12' TO PLATE
<br />vGT 4 HDU4
<br />4S40
<br />PHD 4A
<br />5215
<br />OW -SIDS, 1/4'x3' TO WOOD, (10)-SDS I/4'4 12' W/ THREADED ROD, (2) NUTSNIASHER2 PLY
<br />USP: 5/8' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) UJ53 WOOD SCREWS
<br />vGT 4 WD16
<br />4940
<br />TDX 10
<br />10140
<br />(I6)-8D8 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER2PLY
<br />USP: 1/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1)5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12) 16d TO WOOD USPR SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />120"
<br />PAU 66
<br />23W
<br />16005
<br />(1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />LTTIS +
<br />1840
<br />LTS IS
<br />120E
<br />(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)10d TO WOOD USP: SAME AS SIMPSON
<br />LTT205 •++
<br />500
<br />LT9 20B
<br />1109
<br />(V 12'.T.R. AIN NIGH STRENGTH EPDXY, (MIN. 1' EMBED.J IN CONC., (10A0d TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET M HIGH STRENGTH EPDXY, (10) 10d, (W) 10d x 1 1/2', 2-I2'
<br />0
<br />Z
<br />HTT4
<br />4455
<br />WTT45
<br />4160
<br />(U 5/8' A.TK IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN GONG, (16) 90'10 X 1 12' (USP, (20) Ibd X 2-1/29
<br />USP HAS MORE NAIL OPTIONS: (20) IDd, (20) 10d x 1-12', (20) Ibd x 2 1/2'
<br />Q
<br />HTT5
<br />5080
<br />HTT45
<br />500
<br />(1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN 1' EMBED) IN CONC, (26) Ibd X 2 1/2' (USP, (20) Ibd X 2-12')
<br />USP WAS MORE NAIL OPTIONS: (28) Od, (28) 10d x 1-1/2', (20) 16d x 2 12'
<br />HHDQII-SDS 25+
<br />11,010
<br />UPHD 11
<br />14355
<br />W I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 10' EMBED.) IN OONC., (24) 80S )'' x 1J4' WOOD SCREWS (USP: (24) WOD 53 WOSOWS)
<br />HD1B
<br />6645
<br />TDX 10
<br />10140
<br />(U 1/8' AS. M HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />Lo
<br />MBHA 356/1115
<br />3419
<br />9330
<br />NFM35XI2U
<br />2580
<br />1130
<br />(MIN. 6.15' EMBEDMENT) IN CJMA. TOP, (1) 3/4'
<br />SIMPSON: (U 3/4' A.T.R IN HIGH STRENGTH EPDXY, UJ
<br />AT,R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM. FACE, nsAod TO BEAM
<br />USP, (I) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDFEAD DTNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN s' EMBED DEPTH INSTALLED IN THE FACE.
<br />�
<br />L:.I
<br />0
<br />WUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />W US4121F
<br />3060
<br />2110 (FLR)
<br />(10) 16d TO HEADER (10) 16d TO WOOD U5P: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />1800
<br />4920
<br />ND410 IF
<br />1305
<br />5000
<br />(15) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD; (USP: (10) 114' x 3' W83 SOWS, (10) lod TO WOOD.
<br />USP (20) 3AW TAPPER•, (10) 10d TO WOOD
<br />14UC210-2 (CMU)
<br />Iwo
<br />5085
<br />HD210-21F
<br />1305
<br />500m
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1" TO WOOD, (USP: (18) I/4' x 3' W83 SCREWS. (10) loci TO UIOOD.
<br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD
<br />HUC210-3 (CM)
<br />1800
<br />50es
<br />140210-31F
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W83 SCREWS, (l0) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER•, 00) 10d TO WOOD
<br />LGUM26-2-S0S
<br />1430
<br />5595
<br />LGUM26.2
<br />2125
<br />6065
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 V2' SDS SCREW& TO WOOD,
<br />USP (4) 318' X 4' WEDGE LT.= W83 WOODSG W9
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARC441TECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />• WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
<br />• 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
<br />PRIOR TO NSTALLATION
<br />V)
<br />+. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />LLJ
<br />I—
<br />0
<br />A.T.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE TWAT THE PROPER CORROSION PROTECTION
<br />IS USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS, WHEN USN. ZMAX / WDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
<br />USE OF EXPANSION ANCHORS WILL SE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-NURGAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR C014CRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DEL 2 x b
<br />UP TO 5'-4'
<br />DBL 2 x 8
<br />5'-4' TO I'-0'
<br />DBL 2 x 10
<br />1'-0' TO 10'-0'
<br />DBL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOUN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO 8'-O'
<br />DBL 2 x 12
<br />W-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-O' TO
<br />8'-0'
<br />UN.O.
<br />4'-II 1/2'
<br />1'-II I/2-
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LENGTH STUDS
<br />2
<br />AT EACH END OF HEADER
<br />1
<br />3
<br />2 x 12
<br />C5
<br />1/Ib' OSB
<br />NAIL (3) 12d 0 6'-V O.G.
<br />TYP. 2x12 BM./HDR.
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMP50N STRONG -TIE OR EQUAL, U.N.O.
<br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O:
<br />TRUSS TO MASONRY/CONCRETE SHALL BE META-16
<br />FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
<br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />+ TRUSS TO WOOD FRAMING SHALL BE MT5-12
<br />3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
<br />TRUSS MANUFACTURER-
<br />4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
<br />PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
<br />5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
<br />STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN
<br />6, MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES e EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />1. EXTEND AND ATTACH WALL 514EATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
<br />S.PROVIDE DRAFT STOPPING IN FLOOR TRU55ES AS REQUIRED FOR MAX 1000 5F.
<br />COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12,
<br />9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C B I T E C T 8
<br />6
<br />m Ign
<br />Grou .Za
<br />441 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-7744078
<br />www.abdesigng(oup•com
<br />AA 41: 0003325
<br />y
<br />cam,
<br />C
<br />a
<br />A
<br />F
<br />0
<br />svaa:v 4L LOT:
<br />SILVERADO
<br />LOT #3
<br />BLK #7
<br />PX0J=Td§
<br />04128.000-00371
<br />U0aRU
<br />4EBB
<br />"1828- CALI"
<br />GARAGE BWD90:
<br />LEFT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />ARCHITECT-.
<br />STATE OIF FLOPoDA
<br />DA10/19/17
<br />SCALE: 1/4"=1'-0"
<br />8*19:w
<br />4.1
<br />
|