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CONNECTOR SCHEDULE ICONTROL DATE: 01-Or,-11
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-Ib
<br />1490
<br />HTA 16-15
<br />1625
<br />(8) 10.1 x 1 1/2' 1-PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION)
<br />(2) META-16
<br />198$
<br />(2) HTA Jib -16
<br />2800
<br />(10) 10d x 1 1/1' I -PLY, (USP: (10) 10d x 1 1/2')
<br />2515
<br />(14) I6d 2-PLY (USP; NO ibd OPTICN)
<br />HETA-16
<br />1610
<br />HTA 16
<br />1810
<br />(5) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: 00) 10d x 1 1/2', NO I6d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(9) 10d x 1 I/2' I -PLY, (8) I6d 2-PLY USP: (V) 10d x 1 1/2', NO Ibd OPTION
<br />}
<br />w
<br />(2) HETA-20
<br />2035
<br />(2)WTA-20
<br />3230
<br />(10) 10d x 1 1/2' 1-PLY USP: (10) loci x 1 12'
<br />25W
<br />(12) 16d 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 1/4' T17EN, 2 (USP: BLK (6) 1/4' W5, WOOD (16) Imd
<br />0
<br />DETAL-20
<br />24SO
<br />OWTA-20
<br />2430
<br />(18) - 10d x 1 12, 1 PLY
<br />MT
<br />3965
<br />MUGT
<br />415
<br />(I)5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
<br />HGT-2
<br />lo980
<br />HUGT-2
<br />9190
<br />(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (1(p) 10d TO WOOD (USP: WOOD (8) loci)
<br />HGT-3 +
<br />10530
<br />HUGT-3
<br />9860
<br />(2) 3/4' A.T.R IN HIGH 87RENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d)
<br />LGT3-9D825
<br />3285
<br />LUGT-3
<br />3525
<br />(12) BDB I/4'x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (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 />ISO
<br />(10) lod x 1-12' CUSP: (10) 10d x 1 12'
<br />VGT
<br />4S40
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(D 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), !1(,)-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 NIGH 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 1 1/2' (USP: (14) 10d x 1 12', (14) loci)
<br />HTS-Ib
<br />1150
<br />14TW 16
<br />1260
<br />(16) 10d x 1 12' (USP: (16) 10d x 1 12', (16) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) 1" x 1 12' (USP: (24) 10d x 1 12', (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) 10d x 1 1/2' (USP: (24) 10d x 1 12', (20) 10d)
<br />LSTA-12 +
<br />'325
<br />LSTA 12
<br />930
<br />(10) 10d USP: (10) 10d
<br />LSTA-18 ++
<br />1235
<br />LSTA 18
<br />1235
<br />(14) lod USP: (14) 101cl
<br />MSTA-18 •.
<br />1315
<br />MSTA-18
<br />1310
<br />(14) loci USP: (14) 10d
<br />N
<br />MSTA-24 ..
<br />1640
<br />MSTA-24
<br />1640
<br />(18) 10d USP: (18) U0d
<br />CL
<br />MSTA-30 +.
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 1041 USP: (22) loci
<br /><
<br />MSTA-36 +
<br />2050
<br />META-36
<br />2065
<br />(26)10d USP: (26)lod
<br />F--
<br />MST] -36
<br />3800
<br />KSTI 236
<br />3890
<br />(36) ULd x 1 1/2' USP: (36) I0d x 1 12'
<br />N
<br />MSTI-46
<br />5065
<br />KTSI 240
<br />5140
<br />(48) lod x 1 1/2' USP: (40) 10d x 1 12'
<br />Hb
<br />950
<br />LFTA 6
<br />1210
<br />(a) 8d TO PLATE$, (8) 8d TO STUDS (USP: (Jr.) 8d x 1 12', (16) ad)
<br />9P4
<br />885
<br />$PT 4
<br />945
<br />(b) loci x 112' TO STUDS USP: (6) loci x 112' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />380
<br />(4) 6d x 1 12' TO BEAM, (4) Sd x 1 12' TO POST. USP: (4) 8d x 1 12' 70 BEAM, (4) Sd x 1 12' TO POST.
<br />HCP2
<br />645
<br />WHOP 2
<br />am
<br />(Q) 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE
<br />HOA
<br />1140
<br />RT I&A
<br />13W
<br />(10) lod x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4940
<br />PHD 4A
<br />5215
<br />(16)-9D8 x3' TO WOOD, (10)-6DS 1/4'x2 12' W/ THREADED ROD, (2) NUTSN)ASHER2 PLY
<br />USP: 5/5' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W83 WOOD SCREWS
<br />VGT 4 HD16
<br />4940
<br />TDX 10
<br />10140
<br />(16)-SDS 1/4'xV TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSN1ASNER2PLY
<br />USP: 1/8' ATR MIN, 1' EMBED SET IN NIGH STRENGTH EPDXY (4) 1/8' THRI-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />lU 5/8' ATR M HIGH STRENGTH EPDXY, (MIN T' EMBED.) IN CONIC, (12) I6d TO WOOD USP, SAME AS SIMPSON
<br />ABU b6Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />I6005
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)16d TO WOOD USP: SAME AS SIMPSON
<br />N
<br />LTTI9 ++
<br />1340
<br />LTS M
<br />1205
<br />(1) 3/4' A.T.R IN NIGH BTREWCTH EPDXY, (MIN. 1' EMBED.) IN CONC. (SAOci TO WOOD USP; SAME AS SIMPSON
<br />Q
<br />=
<br />LTi206 ••+
<br />B00
<br />L78 20B
<br />1105
<br />!U 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONIC, 00)10d TO WOOD
<br />UBP: 3/4' ATR MN 1' 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 />(U 5/S' A.TR IN HIGH STRENGTH EPDXY (MIN. Y EMBED,) IN CONC., (18) SD" X 1 12' (UbP: (20) I6d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x L12% (20)16.1. 2 12'
<br />Q
<br />HTT5
<br />sow
<br />HTT45
<br />5005
<br />(U 5/6' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,/ IN GONG, (26) Ibd X 2 12' (USR (20) Ibd X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (28) IOcI x 1- 1/2', (20) I6d x 2 12'
<br />HHDQII-SDS 25.
<br />11010
<br />UPND II
<br />14395
<br />(I) 1' A.T.R IN HIGH STRENGTW EPDXY, (MIN 10' EMBED.) IN CONC., (24) SOS Y.' x A' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS)
<br />HD15
<br />6645
<br />TOX 10
<br />10140
<br />(V 1/B' A.B. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />V)
<br />MBHA 356/1135
<br />3415
<br />5330
<br />NFM39XI2U
<br />2580
<br />1130
<br />SIMPSON, (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN 6.T5' EMBEDMENT) IN CM.U. TOP, (1) 3/4'
<br />ATR IN WH STRENGTH EPDXY, (MR 6.15' EMBEDMENT) IN CM.U. FACE, (IB)10d 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/REDWEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />T JOIST
<br />Ll.I
<br />i�
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />WUS4121F
<br />3060
<br />2110 (FLR)
<br />(10) I6d TO HEADER, (10) Ibd TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />1800
<br />4920
<br />W0410 IF
<br />1305
<br />5000
<br />(1S) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (18) 1/4' x V WS3 SCREWS, (10) 10.1 TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) loci TO WOOD
<br />=
<br />WUC210-2 (CMU)
<br />000
<br />Soar,
<br />WD210-21F
<br />1305
<br />50"
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO Ct-U. (10) 10d TO WOOD: (USP: (0) 1/4' x 3' WS3 6CREU18, (10) Uad TO U)DOD.
<br />USP (20) Mb' TAPPER., (10) 10d TO WOOD
<br />WUC210-3 (CMU)
<br />1800
<br />5085
<br />HD210-31F
<br />1309
<br />5000
<br />(10) V4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD. (USP: (U3) 1/4' x 3' W83 9CREU)S, 1107 and TO UIOOD.
<br />USP (20) 3116' TAPPER+, (IW 10d TO WOOD
<br />LGUM26-2-SD5
<br />1430
<br />SSW
<br />1-GU-I26-2
<br />2125
<br />6065
<br />(4) 3/0' x 4' TITEN HD ANCHORS (2 PER FLA £) TO CMU, (4) 1/4' X 2 12' SDS SOWS TO WOOD,
<br />USP !41 /8' X 4' WEDGE BOLT-! 3 SCREWS
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/EWINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />+ WHERE ANCHOR EMBEDMENT IB 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 112' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATICN.
<br />.. MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />Ld
<br />1-
<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 13E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
<br />IB USED,
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR$, USE FASTENERS GALVANIZED PER ASTM-AI53
<br />USE OF EXPANSION ANCHOR. WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTOR$ 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 20115-2016.
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DEL 2 x 6
<br />UP TO V-4'
<br />DEL 2 x 8
<br />V-4' TO 1--0-
<br />DEL 2 x 10
<br />1'-0' TO Im'-0'
<br />DEL 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 6
<br />5'-0' TO &'-4'
<br />DBL 2 x 10
<br />6'-4' TO W-O'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE
<br />UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />W-0'
<br />U.N.O.
<br />4'-II 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 />I
<br />3
<br />2 x 12
<br />1 2 SYP)
<br />VI6' OSB
<br />NAIL (3) 12d c 6'-a' O.G.
<br />TYP. 2x12 BM./HDR.
<br />1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMP50N 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 JOIST 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 />6. 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 />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 />13.REFER TO DETAIL S SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C N I T E C T S
<br />Design
<br />Grou 1n4:.
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-7744078
<br />www,a bdesigngroup.com
<br />AA k: 0003325
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<br />dwumv. a LOT
<br />SILVERADO
<br />LOT #21
<br />BLK #6
<br />PROJECT#
<br />04128.000.02161
<br />MODMI,
<br />4EBB
<br />1828- CALI"
<br />GARAGE OWING:
<br />RIGHT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />r
<br />: 1/4"=1'-0"
<br />4.1
<br />
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