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CONNECTOR
<br />SCHEDULE ICONTROL DATE, 01-05-11
<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 16-10
<br />1625
<br />(0) 10d x 1 1/2' I -PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION)
<br />(2) META-16
<br />B85
<br />(2) HTA 16-I8
<br />20"
<br />(10) 10d x 1 1/2' )-PLY, (USP, (10) Tod x 1 12')
<br />2515
<br />(14) I6d 2-PLY (USP: NO I6d OPTION)
<br />WETA-16
<br />I810
<br />HTA 16
<br />laic
<br />(5) 10d x 1 1/2' I -PLY, (5) I6d 2-PLY USP: (10) 10d x 1 1/2', NO 166 OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />laic
<br />(9) 10d x 1 12' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 12', NO I6d OPTION
<br />>_
<br />Ck�
<br />Z
<br />(2) HETA-20
<br />203S
<br />(2)WTA-20
<br />3230
<br />(10) 10d x 1 1/2' I -PLY USP: (10) 10d x 11/2'
<br />2500
<br />(12) I6d 2-PLY (uSP: NO I6d OPTION)
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 114' WB, WOOD (16) 106
<br />V)
<br />DETAL-20
<br />24M
<br />DHTA-20
<br />2430
<br />(18) - 10d x 1 12, 1 PLY
<br />MST
<br />3965
<br />MUGT
<br />4115
<br />(V 5/B' ATR IN HIGH STRENGTH EPDXY (MIN 12- EMBED), (22) 10d TO WOOD (USP: (28) 10d TO W90D)
<br />HGT-2
<br />10980
<br />HUGT-2
<br />Ww
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), Or.) 10d TO WOOD (USP, WOOD (8) loci)
<br />HGT-3 4
<br />HU3.T-3
<br />9860
<br />(2) 3/4' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (9) 10d)
<br />LGT3-9D825
<br />3288
<br />LUGT-3
<br />3525
<br />(12) SOS 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CCNC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W825)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) lod x 1-12' (USP, (10) IDd x 1 12'
<br />vGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SD9 1/4'X3' TO WOOD
<br />(2) VGT
<br />lies
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/S' AT.R IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />IM5
<br />(14) 10d x 1 12' CUSP: (14) Oct x 1 1/2% (14) 10d)
<br />MTS-16
<br />1150
<br />HTW 16
<br />1260
<br />(16) lod x 1 12' (U5P: (16) lod x 112', (16) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) 10d x 1 1/2' (USP: (24) IOd x 1 12', (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) 10d x 1 12' CUSP: (24) 10d x 1 12', (20) 10d)
<br />LBTA-12 .
<br />S25
<br />LBTA 12
<br />Sw
<br />(10) 10d USP: (10) 10d
<br />LSTA-10 •+
<br />1235
<br />LBTA IB
<br />1235
<br />(14) 10d USP: (14) led
<br />META-18 •.
<br />1315
<br />MSTA-15
<br />1310
<br />(14) 10d USP: (14) 10d
<br />N
<br />MSTA-24 .
<br />1640
<br />MSTA-24
<br />1640
<br />(10) lod USP: (18) lod
<br />d
<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) loci USP: (26) loci
<br />i
<br />MSTI-36
<br />3800
<br />K611 236
<br />3890
<br />(36) 10d x 1 12' USP, (36) 10d x 1 12'
<br />N
<br />MSTI-40
<br />5065
<br />KTSI 246
<br />5140
<br />(48) 10d x 1 12' USP: (48) 10d x 1 12'
<br />H6
<br />95o
<br />LFTA 6
<br />1210
<br />(8) 8d TO PLATES, (8) 8d TO STUDS (USP: (16) 8d x 1 1/2', (16) 8d)
<br />SP4
<br />885
<br />SPT 4
<br />%45
<br />(6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 12' TO STUDS
<br />A34
<br />355
<br />MP 34
<br />300
<br />(4) 8d x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />HNCP 2
<br />am
<br />(12) 10d x 1 1/2' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
<br />HIOA
<br />IWO
<br />RT 16A
<br />13W
<br />(18) 10d x 1 1/2' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4S40
<br />PHD 4A
<br />5215
<br />(16)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) N1.11SN)ASHER2 PLY
<br />U5P: 5/8' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS
<br />VGT 4 HD15
<br />4540
<br />TDX IV
<br />10140
<br />llb)-SD9 1/4'x3' TO WOOD, (W-3/4' STUD BOLTS IIJI THREADED ROD, (2) NUTS/WASHER2PLY
<br />USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THM-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 CONC., (12) I6d TO WOOD USP: SAME AS 51MPSCN
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />25M
<br />IbcoS
<br />lU 5/B' A.T,R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON
<br />U)
<br />LTTIS +
<br />1340
<br />LTS M
<br />1205
<br />(V 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (BNcd TO WOOD USP, SAME AS SIMPSON
<br />O
<br />=
<br />LTT2015 ...
<br />1500
<br />LTS 20B
<br />1105
<br />(U 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN GONG, (IO)10d TO WOOD
<br />U6P: 3/4' ATR MINI' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12'
<br />0
<br />Z
<br />HTT4
<br />4455
<br />WTT45
<br />4160
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (18) SOMO X 1 12' (USP, (20) 16d X 2-129
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) IOd x 1-1/2', (20) I6d x 2 12'
<br />Q
<br />NTTS
<br />Soso
<br />WTT45
<br />5005
<br />(U 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN T EMBED,) IN CONC, (26) I6d X 2 12' )USP: (20) I6d X 2-1/2')USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) I6d x 2 12'
<br />HWDQII-605 25.
<br />11,810
<br />UPMD II
<br />14395
<br />(V 1' ATR IN HIGH STRENGTH EPDXY, (MIN 10- EMBED.) IN CONC„ (24) SDS Y.' x A' WOOD SCREWS (USP: (24) W63 WOOD SCREWS)
<br />1-1016
<br />6645
<br />TDX 10
<br />10140
<br />(1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/0' BOLTS)
<br />(n
<br />MBHA 356/1125
<br />3415
<br />5330
<br />NFM35Xl2U
<br />25W
<br />1130
<br />SIMPSON: (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN 6.1S' EMBEDMENT) IN CkW. TOP, (1) 3/4'
<br />ATR IN HIGH STRENGTH EPDXY, (MIN 6,15' EMBEDMENT) IN CM11 FACE, (IBAOd TO BEAM
<br />USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF GONG W/ 3/4' DIA ITW
<br />RAMSEVIREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />W2660
<br />U'
<br />HUSC412 (WOOD)
<br />3635
<br />(FLR)
<br />HU5412IF
<br />3060
<br />2110 (FLR)
<br />(10) I6d i0 HEADER, (I0) I66 TO WOOD USP: SAME A9 91MP9IXJ
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />1800
<br />4920
<br />HD410 IF
<br />i305
<br />5000
<br />(10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD: (USP: (18) 1/4' x V WS3 SCREWS, (10) 1" TO WOOD.
<br />USP (20) 3/I6' TAPPER-, (10) 10d TO WOOD
<br />HUC210-2 (CMU)
<br />Woo
<br />S0B5
<br />HD210-21F
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD, (USP, (18) 1/4' x V W83 SCREWS, (10) lod TO WOOD.
<br />USP (20) 3/I6' TAPPER-, (I0) 10d TO WOOD
<br />HUC210.3 (C411J)
<br />1800
<br />9085
<br />Hp210-31f
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP, (18) V4' x 3' WB3 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3A6' TAPPER•, (10) IVd TO WOOD
<br />LGUM26-2-SD9
<br />1430
<br />5595
<br />LGUM26-2
<br />2125
<br />6065
<br />(4) 3/8' x 4' TITEN MD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD,
<br />USP (4) 3/8' X 4' WE BOLT•= W63 WOODSe'REWS
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORNG SYSTEMS.
<br />+ WHERE ANCHOR EMBEDMENT 16 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM. WALL MUST BE FILLED SOLID w/ GROUT.
<br />« 10d COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />N
<br />.. MINIMUM EMBEDMENT INTO THE TOP OF A BONDB£AM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />W
<br />H
<br />O
<br />A.T.R . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE CF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
<br />19 USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
<br />USE OF EXPANSION ANCHORS WILL BE 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-4WRCAGI6, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
<br />HEADER CYAN UHAKI'
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DEL 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 />51ZE
<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'-0'
<br />DBL 2 x 12
<br />W-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0.
<br />U.N.O.
<br />4'-II 1/2'
<br />1'-11 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 />1 2 SYP)
<br />/16' OSE
<br />NAIL (3) 12d a 6'-8' O.C.
<br />1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON 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-Iro 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 />!o. MIN. 2X4 HIP CUT BLOCKING SECURED 11/3-10d GUN NAILS OR 3-12d HAND DRIVES * 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 />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 I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C N IT E C T R
<br />5
<br />Design
<br />GrouP.2.-
<br />141 .0 REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA 8: 0003325
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<br />SILVERADO
<br />LOT #43
<br />BLK #6
<br />Pit0im "
<br />04128.000-04361
<br />MODm1,
<br />4EBB
<br />"1828—CALI"
<br />GAP —%Gm STaN s:
<br />LEFT
<br />PAR3m:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />r ARCHITECT: 1
<br />DA 10/19/17
<br />SCALm: 1 /4-=1'- 0"
<br />sir
<br />4.1
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