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CONNECTOR SCHEDULE CTROL DATE, 01-00-M
<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-I0
<br />1625
<br />(0) 10d x 1 12' I -PLY, (6) 16d 2-PLY, (USP, (10) 10d X 1 1/2' - NO I6d OPTION)
<br />(2)META-16
<br />198s
<br />(2) HTA 16-IS
<br />2800
<br />(10) IDd x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/29
<br />2515
<br />(14) I6d 2-PLY (USP, NO Ibd OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />laic
<br />(9) 10d x 1 IR' I -PLY, (8) Ibd 2-PLY USP: (W) IDd x 1 1/2', NO 16d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(5) 10d x 11)2' I -PLY, (S) I6d 2-PLY USP: (10) 10d x I In', NO Ibd OPTION
<br />>-
<br />w
<br />Z
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) IDd x 1 1/2' I -PLY USP, (10) lod x 1 1/2'
<br />2500
<br />(Y2) Ibd 2-PLY (USP, NO I6d OPTION)
<br />O
<br />LG7-2
<br />250
<br />LUST-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' US, WOOD (I6) Icd
<br />V)
<br />DETAL-20
<br />24M
<br />DWTA-20
<br />2430
<br />(18) - IOd x 1 1/2, I PLY
<br />MGT
<br />35"
<br />MUG7
<br />4115
<br />(U 5/5' A.TR IN HIGH STRENGTH EPDXY (MIN. I2EMBED), (22) IDd TO WOOD (USP: (28) 10d TO WOOD)
<br />HGT-2 •
<br />1098o
<br />HU3T-2
<br />9190
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16) 10d TO WOOD (USP: WOOD (a) Iod)
<br />HGT-3 •
<br />10530
<br />HUGT-3
<br />9860
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (U5P; WOOD (S) Iod)
<br />LGT3-8DS2S
<br />3285
<br />LUGT-3
<br />3525
<br />(12) SDS 1/4'x3' TO GIRDER, (4) 3/8' x W TITEN HD TO WALL (USP: CONC. (4) 3/8' X W UIEDGE BOLT, WOOD (@) WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x 1-1/2' (USP; (10) 10d x 1 1/2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(I) S/S' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-BD& I/4'X3' TO WOOD
<br />(2) VGT
<br />11E3
<br />NO USP CONVERSION FOR 9MP80N (2) VGT)
<br />(2) 5/6' 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 />1155
<br />(14) 10d x 1 1/2' (USP, (14110d x 1 1/2', (14) 10d)
<br />HT9-16
<br />ISO
<br />HTW Ib
<br />1260
<br />(16) 10d x 1 1/2' (USP, (16) Had x 1 1/2', (16) 10d)
<br />HT9-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) IDd x 1 1/2' (USP: (24) lod x 1 1/2', (20) 10d)
<br />HT9-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2, (20) 10d)
<br />LSTA-12 ••
<br />S25
<br />LSTA 12
<br />930
<br />(10) loci Usp: (10) lod
<br />LSTA-18 ••
<br />T235
<br />LBTA IS
<br />1235
<br />(14) kDd USP; (14) 10d
<br />MSTA-IS •
<br />1315
<br />MSTA-18
<br />1310
<br />(14) 10d USP, (I4) 10d
<br />V)
<br />MSTA-24 .•
<br />1640
<br />MSTA-24
<br />1640
<br />08) Icd USP: (I8) 10d
<br />d
<br />MSTA-30 «
<br />2050
<br />MSTA-30
<br />2065
<br />(22)10d USP: (22)Od
<br /><
<br />MSTA-36 ..
<br />2050
<br />MSTA-36
<br />2065
<br />(26) 10d USP: (26) Od
<br />I—
<br />MSTI-36
<br />3a00
<br />KSTI 296
<br />3890
<br />(36) lod x I IR' USp: (36) loci x 1 1/2'
<br />N
<br />M9TI.48
<br />5065
<br />KT&1 248
<br />5140
<br />(48) 10d x 1 I/2' USP: (40) 10d x 1 12'
<br />H6
<br />%so
<br />LFTA b
<br />1210
<br />(8) Sd TO PLATE$, (8) ad TO STUDS (USP: (16) Od x 1 1/1', (16) ad)
<br />SP4
<br />Bob
<br />SPT 4
<br />945
<br />(b) 10d x 1 12' TO STUDS USP: (( ) 10d x 1 12' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />3SO
<br />(4) 8d x 1 12' TO BEAM, (4) ad x 11/2' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) Sd x 1 12' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />Boo
<br />(12) 10d x 1 12' USP: (I0) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE
<br />H10A
<br />1140
<br />RT I&A
<br />1300
<br />(I8) l0d x 1 12' USP: (9) I0d x 1 12' TO TRUSS, (0) 10d X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4S40
<br />PHO 4A
<br />5215
<br />(16)-606 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
<br />USP, 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS
<br />VGT A HD16
<br />4940
<br />TDX 10
<br />10140
<br />(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIASHER2PLY
<br />USP: 1/5' 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 CONC, (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2800
<br />12000
<br />PAU 66
<br />23W
<br />16005
<br />(1) 5/8' A.7R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)lbd TO WOOD USP; SAME AS SIMPSON
<br />LTTI9 *44
<br />1340
<br />LTS 19
<br />1205
<br />(1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CCNC, (8)1od TO WOOD USP: SAME AS SIMPSON
<br />O
<br />=
<br />LTT205 •..
<br />15"
<br />LTS 20B
<br />1105
<br />(U 1/2' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (10XDd TO WOOD
<br />USP, 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 1061, (10) 10d x 1 1/2', 2.12'
<br />U
<br />Z
<br />HT74
<br />4495
<br />NTT45
<br />4160
<br />(1) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (10) MAC X 112' (USP: (20) Ibd X 2-12')
<br />USP HAS MORE NAIL OPTIONS, (20) IOd, (20) 10d x 1-12', (20) I6d x 2 12'
<br />Q
<br />HTTS
<br />5080
<br />WTT45
<br />5005
<br />(1) 5/W A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC., (2( ) I6d X 2 12' (USP: (20) 16d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) IDd x 1-12', (20) 16d x 2 12'
<br />W1 11-SDS 2.5•
<br />11010
<br />UPND 11
<br />143W
<br />(1) 1' A.TR IN NIGH STRENGTH OD EPDXY, (MIN 10' EMBED.) IN CONC, (24) SDS Yl' x 24' WOSCREWS (USP: (24)1163 WOOD SCREWS)
<br />HD1B
<br />6645
<br />TDX ID
<br />10140
<br />(U 1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS 7O WOOD (USP: (4) 1/8. BOLTS)
<br />(A
<br />MBHA 3.36/11.25
<br />21415
<br />5330
<br />NFM35XI2U
<br />2580
<br />1130
<br />$41PS014: (IJ 3/4' ATR IN W*W STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMW. TOP, (V 3/4'
<br />A.TR IN HIGH STRENGTH Epoxy, (MIN. 6.15' EMBEDMENT) IN CML. FACE, (18N0d TO BEAM
<br />USP: (1112' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LE88 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDHE:AD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />LJ
<br />U'
<br />NU9C412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />NU94121F
<br />3060
<br />2110 (FLR)
<br />(lo) I6d TO HEADER (10) I6d TO WOOD USP: GAME A9 SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />law
<br />4WO
<br />HD410 IF
<br />1305
<br />5000
<br />(15) 1/4'. 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP; (10)1/4' x 3' U193 SCREWS, (10) 10d TO UICOD.
<br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD
<br />=
<br />HUC210-2 (CMU)
<br />1800
<br />5085
<br />140210-21F
<br />1305
<br />5000
<br />(16) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO UIOOD, (USP; (10) 1/4• x 3' W93 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) IDd TO UNOOD
<br />HUC210-3 (CMU)
<br />law
<br />5085
<br />1-IO2I0-3IF
<br />1305
<br />5000
<br />(16) 1/4'. 2-3/4' TITEN (9 PER FLANGE) TO CHU, (10) 104:4 TO WOOD: (USP: (10) 1/4'. 3' U)33 SCREWS, (10) Oct TO WOOD.
<br />USP (20) 3/I6' TAPPER•, (10) 10d TO WOOD
<br />LGUM26-2-9D9
<br />1430
<br />9595
<br />LGIA'126-2
<br />2125
<br />6065
<br />(4) 3/8' x 4'' T17EN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SD9 SCREWS TO WOOD,
<br />(4) 3 X 4' T•t 3 WS
<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 />ANCHORING SYSTEMS.
<br />• W14ERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT.
<br />• 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CJU ONNCTION UNTH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS RECAIIRED 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 />LIU
<br />H
<br />0
<br />ATR • A-301 ALL THREAD ROD (size, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE OF THE WDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
<br />16 USED.
<br />WHEN U81NG STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR&, USE FASTENERS GALVANIZED PER ASTM-AI53
<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-HWRCAGIb, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 A USP STRUCTURAL CONNECTORS 20115-2016.
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-4'
<br />DBL 2 x 6
<br />5'-4' TO
<br />DBL 2 x 10
<br />1'-0' TO I0'-0'
<br />DBL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOU.N 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'-0'
<br />DBL 2 x 12
<br />V-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'-11 12'
<br />1
<br />1'-II I/2'
<br />AND UP
<br />NUMBER OF HEADER 5TUD5
<br />SUPPORTING END OF HEADER
<br />I
<br />2
<br />3
<br />NUMBER OF FULL LENGTH STUDS
<br />I
<br />2
<br />AT EACH END OF HEADER
<br />3
<br />2 x 12
<br />m SYP)
<br />1/16' OSB
<br />NAIL (3) 12d 6 6'-8' O.C.
<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 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 UN.O ON FRAMING PLAN
<br />6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-126 HAND DRIVES s 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 />&.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />'.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A I C H IT ICTS"
<br />6
<br />GrMsi ,n
<br />41 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32760
<br />PH: 407-774.6078
<br />FAX: 407-7744078
<br />www.abd'esl$ngroup.com
<br />AA M: 0003325
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<br />LOT 15
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<br />PROJWT#
<br />04128.000-01561
<br />MODIM,
<br />4EHB
<br />"2605-HAYDEN"
<br />GAISAZIC 8WDf is
<br />LEFT
<br />PAO&
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />ARCHREGT: I
<br />D TO 11/08/17
<br />190ALM 1/4"=1'-0"
<br />WEE"
<br />"7.1
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