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CONNECTOR SCHEDULE CONTROL DATE, 01-OS-11
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />1450
<br />HTA V6 18
<br />1625
<br />(e) 10d x 1 12' I -PLY, (b) Ibd 2-PLY, (USP: (10) IOd X 11/2' - NO Ibd OPTION)
<br />(2) META-16
<br />IwS
<br />(2/ HTA 16-I8
<br />2900
<br />(10) 10d x 1 1/2' I -PLY, (USP, (10) Od x 1 1/2')
<br />2515
<br />(14) 16d 2-PLY CUSP: NO I6d OPTION)
<br />HETA-I6
<br />BIC
<br />HTA 16
<br />181m
<br />(5) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) I0d x 1 I2', NO Ibd OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(8) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION
<br />>-
<br />Qi
<br />(2) PIETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) 10d x 1 12' 1-PLY USP, (10) IOd x 1 1/2'
<br />2500
<br />(12) Ibd 2-PLY (USP: NO Ibd OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUST-2
<br />ISSO
<br />(1) - 1/4' x 2 1/4' TITEN, 2 WSP: BLK (5) 1/4' WB, WOOD (16) 10d
<br />V)
<br />DETAL-20
<br />24SO
<br />OWTA-20
<br />2430
<br />(18) - 10d x 1 I/2, 1 PLY
<br />MGT
<br />3565
<br />MUGT
<br />4115
<br />(U 5/8' A.TR IN NIGH STRENGTH EPDXY (MIN 12' EMBED), (22) 10d TO WOOD (USP: (28) 1041 TO WOOD)
<br />116:T-2 .
<br />ISO
<br />HUST-2
<br />S1S0
<br />(2) 3/4' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD
<br />HGT-3
<br />10530
<br />HUGT-3
<br />W60
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (6) Nod)
<br />LGT3-SDS25
<br />3285
<br />LUST-3
<br />(12) SDS 1/4'x3'TO GIRDER, (4) 3/e'x 5' TITEN HD TO WALL (USP, CONC, (4)3/6' X 5'WEDGE BOLT, WOOD (12)WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />@10 PERPENDICULARTO
<br />WALL
<br />LPtA
<br />t�525
<br />o
<br />(10) 10d x 1-1/2' (1USP, (10) 10d x 1 1/2'
<br />VGT
<br />4540
<br />NO USP CONVERSION FOR SIMF'SON VGT
<br />(1) 9/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), OW -SOS V4'X3' TO WOOD
<br />(2) VGT
<br />lies
<br />NO USP CONVERSION FOR SIMP90N (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) loci x 1 12' (USP: (14) 10d x 1 12', (14) 10d)
<br />HTS-16
<br />1150
<br />NTW 16
<br />1260
<br />(16) 10d x 1 12' (USP: (ib) 10d x 1 12', (16) 10d)
<br />HTS-20
<br />1450
<br />NTW 20
<br />1530
<br />(24) 1" x 1 12' (USP: (24) I0d x 1 12', (20) 10d)
<br />14TS-24
<br />4450
<br />NTW 24
<br />1530
<br />(24) 10d x 1 12' (USP: (24) 1Cd x 1 12', (20) 10d)
<br />LSTA-12 •
<br />$25
<br />LSTA 12
<br />S30
<br />(10) IOd USP: (10)10.1
<br />LSTA-18 .
<br />1235
<br />LSTA 16
<br />1235
<br />(14) 10d USP: (14) IOd
<br />MSTA-18 +
<br />1315
<br />MSTA-18
<br />1310
<br />(14) 10d USP: (14) 106
<br />N
<br />MSTA-24 •.
<br />1640
<br />MSTA-24
<br />1640
<br />(I8) ICd USP, (18) lod
<br />CL
<br />MSTA-30 .•
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 10d USP:. (22) 10d
<br /><
<br />MSTA-36 •.
<br />2050
<br />MSTA-36
<br />2065
<br />(2( ) Wd USP: (26) 106
<br />F—
<br />MSTI-36
<br />38"
<br />KSTI 236
<br />3890
<br />(36) 10d x 112' USP: (36) 10d x 1 12'
<br />MSTI-48
<br />5065
<br />KTSI 249
<br />5140
<br />(48) 10d x 1 12' USP, (40) 10d x 1 12'
<br />146
<br />950
<br />LFTA b
<br />i2IC
<br />(6) 8d TO PLATES, (8) Sol TO STUDS (USP, (16) 8d x 1 12', (I6) Sd)
<br />SP4
<br />885
<br />SPT 4
<br />S45
<br />(( ) 10d x 112' TO STUDS USP: (6) I0d x 1 12' TO STUDS
<br />A34
<br />355
<br />MP 34
<br />380
<br />(4) 6d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) Sal x 1 12' TO POST.
<br />HCP2
<br />643
<br />HHCP 2
<br />SO0
<br />(12) 10d x 1 12. USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE
<br />NIOA
<br />1140
<br />RT 16A
<br />13W
<br />(18) 101d x 1 12' USP: (S) IOd x 1 12' TO TRUSS, (e) loci X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4940
<br />PHD 4A
<br />5215
<br />(16)-SDS I/WxV TO WOOD, (10)-SD6 1/4'x2 12' W/ THREADED ROD, (2) NUT5AUASHER2 PLY
<br />USP: 5/8' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
<br />VGT 4 1-10115
<br />4540
<br />TDX IO
<br />10140
<br />OW -SIDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHE"PLY
<br />USP: 1/8' ATR MIN. 1' EMBED SET-IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS
<br />AM 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12) I6d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />1 12000
<br />PAU 66
<br />23W
<br />W005
<br />(U 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)I6d TO WOOD USP, SAME AS SIMPSON
<br />LTTIS .
<br />1340
<br />LTS B
<br />1205
<br />(U 3/4' ATR IN NIGH STRENGTH EPDXY, (MIN T EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON
<br />LtT206 +++
<br />1500
<br />Lib 20B
<br />1105
<br />(1)I2' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, 110ACd TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2.12'
<br />=
<br />i)
<br />HTT4
<br />4455
<br />HTT45
<br />4160
<br />W s/8' A.T.R IN NIGH STRENGTHN EPDXY (MIN 1' EMBED,) IN CONC, (18) SD90 X 1 12' (USP: (20) I6d x 2-1/2*)Z USP WAS MORE NAIL OPTIONS: (20) 10d, (20) 10 1 x 1-1/2', (20) I6d x 2 12'
<br />Q
<br />HTTS
<br />5090
<br />HTT45
<br />S005
<br />(1) S/S' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (26) I6d X 2 12' (USP: (20) Ibd X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) I6d x 2 12'
<br />HHDQII-SDS 25•
<br />11,810
<br />UPHD 11
<br />14355
<br />(U 1' ATR IN WIG H STRENGTH EPDXY, (MIN. to' EMBED.) IN CONC, 124) SDS YW x A' WOOD SCREWS (USP: (24) W53 WOOD SOWS)
<br />HD1B
<br />6645
<br />TDX 10
<br />0140
<br />(1) 1/S' A.B. IN HIGH STRENGTH EPDXY, (MIN. T EMBEDJ IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />V)
<br />M6HA 3.56/1125
<br />3415
<br />5330
<br />NFM35X12U
<br />25W
<br />1130
<br />SIMPSON, (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MN. 6.15' EMBEDMENT) IN CMU. TOP, (U 3/4'
<br />A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU- FACE, (IBACd TO BEAM
<br />USP: (I) 1/2' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />LI.I
<br />0
<br />WUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />WUS4121F
<br />3060
<br />2110 (FLR)
<br />(10) Ibd TO FADER, (10) Ibd TO WOOD USP, SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />14UC410 (CMU)
<br />1600
<br />4520
<br />HD410 IF
<br />13M
<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 V W93 SCREWS, (10) led TO WOOD.
<br />USP (20) 3AW TAPPER•, (10) 10d TO WOOD
<br />=
<br />HUC210-2 (CMU)
<br />1600
<br />SOBS
<br />WD210-21F
<br />130s
<br />5000
<br />(le) V4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 1" TO WOOD: (USP: (IB) 1/4' x 3' WS3 SCREWS, fIC) loci TO tU00D.
<br />USP (20) 3/16' TAPPER-, (10) IOd TO WOOD
<br />WUC210-3 (CHU)
<br />I80C
<br />5065
<br />W0210-31F
<br />1305
<br />5000
<br />(I0) 1/4' x 2.3/4' TITEN (S PER FLANGE) TO CM, 00) 10d TO WOOD: (USP: (18) V4' x 3' WS3 SCREWS, (10) 106 t0 WOOD.
<br />USP (20) 3/16' TAPPER,, (IO) IOd TO WOOD
<br />LGUM26.2-SDS
<br />1430
<br />55%
<br />LCd1M26-2
<br />212s
<br />6065
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD,
<br />(4) /8' X 4' DGE T+4 WS3 WOODSCREWS
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER O= 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, T14E VERTICAL CELL IN CM.IU. WALL MUST BE FILLED SOLID W/ GROUT.
<br />++ loci COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR T1416 APPLICATION
<br />PRIOR TO INSTALLATION
<br />.• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />Ld
<br />H
<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 or MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
<br />IS USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-Als3
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MST 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-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-201b.
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-4'
<br />DBL 2 x 8
<br />5'-4' TO l'-&
<br />DBL 2 x 10
<br />'1'-0' TO
<br />DBL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOWN STAIRS
<br />SIZE
<br />CLEAR $PAN
<br />DBL 2 x 6
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />5'-O' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO W-0'
<br />DBL 2 x 12
<br />W-O' AND OVER
<br />FRAMING NOTES:
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0'
<br />UN.O.
<br />4'-II 1/2'
<br />-I'-It 1/2,
<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 />(2 SYP)
<br />111/16' 055
<br />NAIL (3) 12d o 6'-V O.G.
<br />TYP. 2x12 BM./HDR.
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
<br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.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 UN.O ON FRAMING PLAN
<br />6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES Q EA.
<br />END, CUT PITCH 4 BEvEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
<br />S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12,
<br />9.REFER TO DETAIL 6 SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C N 1 T F C T 8 1
<br />6
<br />Design
<br />GrouP"12.
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAK 407-7744078
<br />www.abdesigngroup.com
<br />AA It 0003325
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<br />04128.000-04161
<br />A[ODmu
<br />4EHB
<br />"2605-HAYDEN"
<br />GARAOM OTaNG:
<br />LEFT
<br />PAGR:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />ARCHITECT-
<br />STATE OF FLORIDA
<br />® 01,
<br />41./
<br />DwTM 10/19/17
<br />DC.% 1/4"=1'-0"
<br />SIi>c�'1
<br />7.1
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