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CONNECTOR
<br />CONTROL DATE: 01-09-I1
<br />SCHEDULE
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-I6
<br />1450
<br />HTA 16-18
<br />1625
<br />(8) 10d x 1 112' 1-PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION)
<br />(2) META-16
<br />1985
<br />(21 NTA I6-18
<br />2800
<br />(10) 10ci x 1 1/2' I -PLY, (USP: (10) loci x 1 1/2')
<br />2515
<br />(14) 16d 2-PLY (USP: NO 16d OPTION)
<br />WETA-16
<br />laic
<br />WTA 16
<br />1810
<br />(9) 10d x 1 1/2' 1-PLY, (8) Ibd 2-PLY USP: (10) loci x 1 1/2', NO lad OPTION
<br />I-ETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(9) loci x 1 12' I -PLY, (5) 16d 2-PLY USP: (10) ICd x 1 12', NO 16d OPTION
<br />>-
<br />D:f
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) Nod x 1 12' I -PLY USP: (10) 10d x 1 1/2'
<br />2500
<br />112) Ibd 2-PLY (USP: NO 16d OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUST-2
<br />15W
<br />(1) - 1/4' x 2 114' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d
<br />1n
<br />DETAL-20
<br />2490
<br />DATA-20
<br />2430
<br />(19) - ICd x 1 1/2, 1 PLY
<br />MGT
<br />3565
<br />MUGT
<br />4115
<br />(U 5/8' AS.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
<br />WGT-2 .
<br />lo980
<br />WUGT-2
<br />9190
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) lod)
<br />HGT-3 +
<br />10530
<br />HOST-3
<br />9860
<br />(2) 3/4' A,TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) loci TO WOOD (USP: WOOD (8) IOd)
<br />LGT3-SDS2S
<br />3285
<br />LUGT-3
<br />3525
<br />(12) $DS 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) WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />15W
<br />(10) 10d x 1-1/2' (USP: (10) 10d x 1 12'
<br />VGT
<br />4540
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' A.T.R. M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (If.)-SDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<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) loci x 11/2' (USP: (14) 10d x 1 1/2', (14) 10d)
<br />WTS-16
<br />1158
<br />NTW 16
<br />1260
<br />(16) loci x 1 1/2' (USP: (16) 10d x 1 1/1', (16) 10d)
<br />HTS-20
<br />1458
<br />NTW 20
<br />1530
<br />(24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2% (20) 10d)
<br />HTS-24
<br />14S8
<br />HTW 24
<br />153o
<br />(24) 10d x 1 112' )USP: (24) 10d x 1 1/2', (20) lod)
<br />LSTA-12 •
<br />925
<br />LSTA 12
<br />530
<br />(10) hod USP: (10) 10d
<br />LSTA-18 .
<br />1235
<br />L5TA 18
<br />1235
<br />04) 10d USP: (14) Od
<br />MSTA-18 ++
<br />1315
<br />MSTA-10
<br />1310
<br />(14) ICd USP: (14) 10d
<br />N
<br />MSTA-24 ++
<br />1640
<br />MSTA-24
<br />1640
<br />(18) 10d USP: (18) loci
<br />CL
<br />MSTA-30 ..
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 10d USP: (22) 10d
<br />MSTA-36 •
<br />2050
<br />MSTA-36
<br />2065
<br />(26)lod USP: (2( )10d
<br />I—
<br />MST)-36
<br />3800
<br />KSTI 236
<br />3890
<br />(36) 10d x 1 1/2' USP: (36) lod x 1 1/2'
<br />(n
<br />MSTI-48
<br />5o65
<br />KTSI 24S
<br />5140
<br />(48) 10d x 1 1/2' USP; (48) 10d x I la'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />(8) 8d TO PLATES, (8) ad TO STUDS (USP: (16) Bd x I I2', (16) 8d)
<br />SP4
<br />8a5
<br />SPT 4
<br />545
<br />(6) 10d x 1 1/2' TO STUDS USP: (b) Od x 1 1/2' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />380
<br />(4) 8d x 1 1/2' TO BEAN, (4) 8d x 1 12' TO POST. USP: (4) ad x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />WHIP 2
<br />am
<br />(12) lod x 1 I/2' USP: (10) 10d x 1 1/2' TO TRUSS, No) 10d X 1 1/2' TO PLATE
<br />WIOA
<br />1140
<br />RT 16A
<br />1360
<br />(18) 10d x 1 12' USP: (9) 10d x 1 1/2' TO TRUSS, (5) 10d X 1 1/2' TO PLATE
<br />VGT l HDU4
<br />4940
<br />PI-0 4A
<br />5215
<br />(16)-SDS 1/4'x3' TO WOOD, (10)-SOS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH BTRENGTI.1 EPDXY, 00) W83 WOOD SCREWS
<br />VGT A HD16
<br />4540
<br />TDX 10
<br />10140
<br />(16)-606 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/IUASHER2PLY
<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) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />16005
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (12)l6d TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />LTTIS +
<br />1340
<br />LTS 19
<br />120S
<br />(V 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (6)10d TO WOOD USP: SAME AS SIMPSON
<br />oc:O
<br />LTT205 ...
<br />1500
<br />LTS 206
<br />1105
<br />(1) 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC„ oomd TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-1/2'
<br />=
<br />(�
<br />HTT4
<br />4455
<br />HTT45
<br />4"
<br />(1) 5/8' A,TP_ M HIGH STRENGTH EPDXY (MIN, V EMBED,) IN CONC„ (18) SD^10 X 1 12' (USP, (20) 16d X 2-12')
<br />USP WAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) Wd x 2 12'
<br />Z
<br />Q
<br />WTT5
<br />Sow
<br />HTT45
<br />5005
<br />(1) 5/6' A1.R. IN HIGH STRENGTH EPDXY (MIN, 1' EMBED,) IN CONC„ (26) 16d X 2 12' (USP: (20) Ibd X 2-1/2')
<br />USP HAS MORE NAIL OPTIONS: (26) 10d, (28) 10d x 1-12', (20) lbd x 2 12'
<br />WWDQII-SDS 25•
<br />11,810
<br />UPHD It
<br />1439E
<br />(U 1' A7R . IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) 6D6 yW x *WOOD SCREwe (USP: (24) II133 WOOD eCREU)w
<br />14D1B
<br />6645
<br />TDX to
<br />10140
<br />(1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ (3) 3/4' STUD BOLTS TO WOOD (LISP: (4) 1/8' BOLTS)
<br />0
<br />MBHA 3.590125
<br />3415
<br />5330
<br />NFM35X12U
<br />2580
<br />1130
<br />SIMPSON, (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.1S' EMBEDMENT) IN CMA. TOP, (1) 3/4'
<br />A.T.R. IN HIGW STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CMIJ. RACE, (IB)I0d TO BEAM
<br />USP: (1) 12' 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 EQ W/ MIN 5' EMBED DEPTH INSTALLED M THE FACE.
<br />w
<br />LR.I
<br />0
<br />FL18C412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />NU8412 F
<br />3060
<br />2110 (FLR)
<br />(10) i6d TO HEADER, (10) Ibd TO WOOD USP: GAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />WUC410 (CMU)
<br />1800
<br />4920
<br />HD410 IF
<br />1309
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CHU, (to) 10d TO WOOD, (USP: 05) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
<br />USP (2013/16' TAPPER,, (10) 10d TO WOOD
<br />=
<br />HUC210-2 (CMU)
<br />1800
<br />5085
<br />HD210-21F
<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' WS3 SCREWS, (10) Imd TO WOOD.
<br />USP (20) 311W TAPPER-, (10) 10d TO WOOD
<br />WUC210-3 (CMU)
<br />Ia00
<br />S085
<br />WD210-31F
<br />1305
<br />5000
<br />(10) 1/4' x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (16) V4' x 3' W83 SCREWS, (10) 10d TO WCOD.
<br />USP (20) 3/16' TAPPER•, (10) 10d TO WOOD
<br />LGUM26-2-005
<br />1430
<br />S595
<br />LGUM26-2
<br />2125
<br />6065
<br />(4J 3/4' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CHU, (4) 1/4' X 2 W' SDS SCREWS TO WOOD,
<br />U8P (4) 3/8' X 4' WEDGE 5CLT.1 W53 WOODSCREW8
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENSINEER 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.N.U. WALL MUST BE FILLED SOLID w/ GROAT.
<br />+. loci COMMON NAILS CAN BE SUBSTITUTED WITH 10d. 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REOUIRED FOR THIS 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 />La.1
<br />I -
<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 TWAT 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 / WDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM TFE ARCHITECT/ER. NGEER OF RECORD PRIOR 10 USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING / FASTENING SYSTEMS FOR CONCRETE t MASONRY
<br />CATALOG C-SA8-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
<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 1'-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 DOWN 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 />8'-O' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-m'
<br />UN.O.
<br />4'-II I/2'
<br />1 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 />F2 x 12
<br />C•2 GYP)
<br />1/16' OSB
<br />NAIL (3) 12d o b'•8' O.C.
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.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 MTS-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 />ro. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES a EA,
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
<br />&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SR
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />S.REFER TO DETAIL (o SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />r-ARCR IT 9CT31
<br />5
<br />Design
<br />GrouF®r.2.
<br />1441 N, RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32760
<br />PH: 407-774-6078
<br />FAX 407-7744078
<br />www.abdesigngroup.com
<br />AA #: 0003325
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<br />LOT 46
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<br />04128.000-04661
<br />"01) IA
<br />4EGB
<br />"GALEN"
<br />GARAGN EWING:
<br />LEFT
<br />PAGN:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />ARCHITECT:
<br />D � 10/20/17
<br />8CALE: 1 /4"=1'- 0"
<br />BKINI=
<br />7 .1
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