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CONNECTOR SCHEDULE CONTROL DATE,
<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 1646
<br />1625
<br />(S) 10d x 1 1/24 I -PLY, (6) 16d 2-PLY, (USP. (0) loci X 1 1/2, - NO 16d OPTION)
<br />(2) META-16
<br />1985
<br />(2) HTA I6.18
<br />2800
<br />(10) 10d x 1 1/2' I -PLY, (USP: (10) I0d x 1 12')
<br />2515
<br />(14)16d 2-PLY (USP: NO 16d OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1810
<br />(9) 10d x 1 12' I -PLY, (W 16d 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(9) 10d x 1 1/2' I -PLY, (a) 16d 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION
<br />)..
<br />ck�
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) 10401 x 1 1/2' )-PLY USP: (10) loci x 1 1/2'
<br />25"
<br />(M) 16d 2-PLY (USP: NO 16d OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUST-2
<br />550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) I0d
<br />0
<br />DETAL-20
<br />2480
<br />DHTA-20
<br />2430
<br />(1W - 10d x 1 1/2, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />4115
<br />(U 5/8' A.TR IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP, (28) loci TO WOOD)
<br />HGT-2 +
<br />10580
<br />HUGT-2
<br />9190
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) loci TO WOOD (USP: W000 (8) 10d)
<br />WGT-3 •
<br />10530
<br />HUGT-3
<br />S860
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN, 12- EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d)
<br />LGT3-8D825
<br />3285
<br />LUST-3
<br />3525
<br />(12) SDS 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) W825)
<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 />4S40
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I(b)-SIDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR SIMPSCN (2) VGT)
<br />(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-S06 1/4'X3' / 2 PLY
<br />MTS-12
<br />low
<br />MTW 12
<br />1195
<br />(14) 10d x 112' (USP: (K) 10d x 1 1/2', (14) 10d)
<br />WTS-16
<br />150
<br />HTW 16
<br />1260
<br />(16) loci x 1 1/2' )USP, (16) 10d x 1 1/2', 06) 10d)
<br />14TS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) 10d x 1 1/2' )USP, (24) 10d x 1 1/2', (20) 10d)
<br />HT8-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) 10d x 11/2' (USP: (24) 10d x 1 1/2', (20) 10d)
<br />LSTA-12 ++
<br />S25
<br />LSTA 12
<br />930
<br />(10) and USP: (10) lod
<br />LSTA-18 ++
<br />1235
<br />LSTA 18
<br />1235
<br />(14) 101d USP: (14) loci
<br />META-10 ••
<br />135
<br />MSTA-10
<br />1310
<br />(14) Wd USP: (14) 10d
<br />V)
<br />MSTA-24 +.
<br />1640
<br />META-24
<br />1640
<br />(19) Od USP: (Is) 10d
<br />CL
<br />MSTA-30 +.
<br />2050
<br />MSTA-30
<br />2065
<br />(22) Od USP: (22) 10d
<br />Q
<br />MSTA-36 .•
<br />2050
<br />MSTA-36
<br />2065
<br />(26)106 USP: (26)104:1
<br />F-
<br />MST)-36
<br />3800
<br />KBTI 236
<br />3890
<br />(36) loci x 112' USP: (36) loci x I I2'
<br />V)
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(48) 10d x 1 1/2' USP: (48) led x 1 1/2'
<br />H6
<br />950
<br />LFTA C.
<br />1210
<br />(8) Sd TO PLATES, (8) 8d TO STUDS (USP, (16) ad x 1 1/2', (16) 8d)
<br />SP4
<br />885
<br />1
<br />SPT 4
<br />S45
<br />(6) 10d x 1 1/2' TO STUDS USP: (6) 10d x I W' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />380
<br />(4) 8d x 1 1/2' TO BEAM, (4) Sd 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 />wwCP 2
<br />800
<br />(0 10d x 1 1/2' USP, (10) 10.1 x 1 1/2' TO TRUSS, (10) Od X 1 I/2' TO PLATE
<br />HIOA
<br />1140
<br />RT I&A
<br />1380
<br />OW 10d x 1 1/2' USP: (S) 10d x 11/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE
<br />VGT 4 HDU4
<br />4940
<br />PRO 4A
<br />5215
<br />OW -SIDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSAUASHER2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS
<br />VGT 2 HD15
<br />4%40
<br />TDX 10
<br />10140
<br />OW-008 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNUASHER2PLY
<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.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23M
<br />16005
<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 />V)
<br />LTTI9 ..
<br />1340
<br />LTS 19
<br />1205
<br />(1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (8X0d TO WOOD USP: SAME AS SIMPSON
<br />O
<br />=
<br />LTT20B ...
<br />1500
<br />LTS 20B
<br />1105
<br />(U 1/2' A.TR IN HIGH STRENGTH EPDXY, (MIN, 1• EMBED.) IN GONG, (10XOd TO WOOD
<br />USP, 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2'
<br />u
<br />Z
<br />HTT4
<br />4459
<br />WTT45
<br />4160
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN 1' EMBED) IN C24C- (10) SO-10 X 1 1/2' (USP: (20) 16d X 2-127
<br />USP HAS MORE NAIL OPTIONS: (20) 1", (20) loci x 1.12', (20)16.1. 2 12'
<br />Q
<br />HTT5
<br />Sow
<br />HTT45
<br />Boos
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN 1' EMBED,) IN GONG, (26) 16d X 2 12' (USP: (20) 16d X 2-129
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (20) 10d x 1-1/2', (20) 16d x 2 12'
<br />25•
<br />11010
<br />UPHD 11
<br />WaSS
<br />CU I' ATR RJ W404 STRENGTH EPDXY, (MIN. 10* EMBED.) IN 001 C (24) SDBYW x 2h' WOOD SCREWS (USP: (24) W83 WOOD SCREWS)
<br />VDQII-SDS
<br />15
<br />664s
<br />TDX 10
<br />10140
<br />(U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1• EMBED) IN CONC. (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' B(%TS)
<br />(n
<br />MBHA 356/1125
<br />3415
<br />5330
<br />NFM35X12U
<br />2580
<br />1130
<br />SIMPSON: (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4'
<br />A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMUL FACE, (I&A0a TO BEAM
<br />USP, l) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/I�DH£AD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />ST
<br />LLl
<br />HUSG412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HJ94I21F
<br />3060
<br />2110 (FLR)
<br />(10) 16d TO HEADER, (10) 16d TO WOOD USP: SAME A8 SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 lGh1UJ
<br />1800
<br />4910
<br />H0410 IF
<br />1305
<br />5000
<br />(IS) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM1U, (10) loci TO WOOD: CUSP: (76) I/4' x 3' WS3 SCRELLB, (10) loci TO WOOD.
<br />USP (20) 3/16' TAPPER•, (10) 10d TO WOOD
<br />=
<br />I4UC210-2 (Ct- U)
<br />1800
<br />so85
<br />HD210-21F
<br />1305
<br />Sow
<br />(16)1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) lOd TO WOOD: (USP: (18) I/4' a 3' WS3 SCREWS, (ID) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER•, (10) 10d TO WOOD
<br />WUC210-3 (CMU)
<br />lBoo
<br />5085
<br />HD210-31F
<br />1305
<br />5000
<br />(16) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMIU, (10) 10d TO WOOD: (USP: (18) 114' x 3' UO3 SCREWS, (10) 10d TO WOOD.
<br />USP (211) 3/16' TAPPER+, 00) 10d TO WOOD
<br />LGUM26.2-SD9
<br />1430
<br />Ss9s
<br />LGUM26-2
<br />2125
<br />6065
<br />(4) 3/8' x 4• TITEN ND ANCNOR9 (7 PER FLANGE) TO CM, (4) 1/4' X 2 12' 8DS SCREWS TO WOOD,
<br />U 141 /8' X 4' T.!WS3 WOOD&CREWS
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARc-WITECT/EM, INEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />• WHEN ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMUU. WALL MUST BE FILLED SOLID w/ GROUT.
<br />•+ Od COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 112' NAILS 1N CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 1S REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION
<br />.. MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />Ld
<br />I—
<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 BE 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 / HOG 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 PRCM 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 ♦ FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 / 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 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 W-4'
<br />DBL 2 x 10
<br />6'-4' TO 8'-0'
<br />DBL 2 x 12
<br />W-C' 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 />81_0•
<br />U.N.O.
<br />4'-1112'
<br />1 1'_ p I2'
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />,
<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 />l 2 SYP)
<br />1/I6' OSB
<br />NAIL (3) 12d • 6'-8' D.C.
<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, U.N,O:
<br />• TRUSS TO MASONRY/CONCRETE SHALL BE META-I6
<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 MT6-12
<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 3-12d HAND DRIVES m 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 />9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />ARC N I T E C T S-1
<br />GrDesign g
<br />n.
<br />41 N. RONALD REAGAN SLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-77"078
<br />FAX: 407-7744078
<br />www.a bdesigngroup.com
<br />AA #: 0003326
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<br />SILVERADO
<br />LOT 23
<br />BLK 6
<br />PROJECT#1
<br />04128.000-02 661
<br />molpmu
<br />4EJB
<br />"2807-ELLE"
<br />GARAGE swaTG
<br />LEFT
<br />PAGES
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />pan"
<br />DATIM 11/10/17
<br />#CALF: 1/4"=1•-0"
<br />s*13=
<br />7.1
<br />
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