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CONNECTOR
<br />CONTROL DATE: ei_05_„
<br />SCHEDULE
<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 />(8) 10d x 1 12' 1-PLY, (6) Ibd 2-PLY, (USP: (10) I0d X 1 12' - NO 16d OPTION)
<br />(2) META-l6
<br />1985
<br />(2) HTA 16-18
<br />29M
<br />(10) 10d x 1 1/2' I -PLY, (USP: (10) Oct x 1 12')
<br />2515
<br />(14) Ibd 2-PLY (USP, NO Ibd OPTION)
<br />HETA-16
<br />laic
<br />HTA 16
<br />1870
<br />(9) 10d x 1 12' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/1', NO 16d OPTION
<br />META-20
<br />1810
<br />HTA 20
<br />1510
<br />(9) 10d x 1 1/2. 1-PLY, (5) 16d 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION
<br />}
<br />(2) META-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />CIc) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2'
<br />2+'
<br />(12) 16d 2-PLY (USP: NO 16d OPTION)
<br />z
<br />O
<br />LGT-2
<br />2150
<br />LUST-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d
<br />0
<br />DETAL-20
<br />2480
<br />DHTA-20
<br />2430
<br />(18) - 101d x 1 1/2, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />4115
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP; (26) 10d TO WOOD)
<br />14GT-2 .
<br />10980
<br />HUGT-2
<br />919e
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED) (16) 10d TO WOOD (USP: WOOD (a) 10d)
<br />HGT-3
<br />10530
<br />HUGT-3
<br />9960
<br />(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. I2' EMBED), (I6) 10d TO WOOD (USP: WOOD (S) 10d)
<br />LGT3-60825
<br />3285
<br />LUGT-3
<br />3525
<br />(12) 908 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 />LPFA
<br />1510
<br />(10) I0d x 1-12' (USP: (10) 10d x 1 1/2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR bIMPSON VGT
<br />lit 5/9' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-508 1/4'X3' TO WOOD
<br />(2) VGT
<br />lies
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS I/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />IIS5
<br />(14) 1Od x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d)
<br />14TS-I6
<br />ISO
<br />HTW I6
<br />1260
<br />(16) 10d x 1 1/2' CUSP: (16) Od x 1 I/20, (I6) 10d)
<br />HTS-20
<br />14W
<br />HTW 20
<br />D30
<br />(24) 10d x 1 1/2' (USP: 04) 10d x 1 12% (20) I0d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) 10d x 1 1/2' (USP: (24) Od x 112', (20) 10d)
<br />LSTA-12 .
<br />925
<br />LSTA 12
<br />S30
<br />(I0) led U5p: (10) IOd
<br />LSTA-18 ••
<br />1235
<br />LSTA 19
<br />1235
<br />(14) 10d USP: 04) 10d
<br />1-16TA-18 +.
<br />1315
<br />META-18
<br />1310
<br />(14) 101d USP: (14) 10d
<br />V)
<br />MSTA-24 .+
<br />1640
<br />MSTA-24
<br />1640
<br />(IS) led U5P; (0) led
<br />O_
<br />MSTA-30 ..
<br />2050
<br />MSTA-30
<br />2065
<br />(22) led USP: (22) 10d
<br />MSTA-36 ++
<br />2050
<br />MSTA-36
<br />2065
<br />(26)10d USP: (2( )IOd
<br />I---
<br />MSTI-36
<br />39W
<br />KSTI 236
<br />3S90
<br />(36) I0d x 1 1/2' USP: (36) IOd x 1 1/2'
<br />i/1
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(4W I0d x 1 1/2' USP: (48) 10d x 1 1/2'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />(8) Sd TO PLATES, (0) 8d TO STUDS (USP: (16) Od x 1 1/1', 06) ad)
<br />SP4
<br />a85
<br />SPT 4
<br />945
<br />(6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 I/2' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />380
<br />(4) 8d x 1 12' TO BEAM, (4) Bd x 112' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
<br />HCP2
<br />645
<br />HMCP 2
<br />B00
<br />OV 10d x 1 12' USP: (I0) I0d x 1 12' TO TRUSS, (10) " X 1 12' TO PLATE
<br />MICA
<br />1140
<br />RT I&A
<br />13M
<br />(10) 10d x 112' 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 />OW-808 1/4'x3' TO WOOD, (10)-905 1/4'x2 12' W/ THREADED ROD, (2) NUTSAIJASHERI PLY
<br />USP; 5/6' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS
<br />VGT 4 HD75
<br />4940
<br />TDX 10
<br />10140
<br />(16)-506 1/4'x3' TO WOOD, l3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTBNIASHER2PLY
<br />USP: 1/0' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS
<br />A15U 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 516' A.T.R. IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CON(„ (12) 16d TO WOOD USP; SAME AS SIMPSON
<br />A15U 66Z
<br />2300
<br />120"
<br />PAU 66
<br />23W
<br />16005
<br />(1) 5/6' A.TR IN HIGH STRENGTH EPDXY, (MIK 1- EMBED.) IN CON(, (12)I6d TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />LTTI9 ..
<br />1340
<br />LTS 19
<br />1205
<br />(U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CONC„ (Wiwi TO WOOD USP: SAME AS SIMPSON
<br />Q
<br />LTT205 ••.
<br />low
<br />LT6 205
<br />Iles
<br />(1) 12' ATR IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC„ (101ACd TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2.12,
<br />U
<br />z
<br />HTT4
<br />4455
<br />HTT45
<br />4160
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC. (I8) SOMO X 1 12' (USP, (20) Ibd X 2-1/2')
<br />Ugp HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Ibd x 2 12'
<br />Q
<br />HTTS
<br />5090
<br />Htt45
<br />9005
<br />CU 5/8' ATR HIGH STRENGTH EPDXY (MIN. T EMBED,)(26) Ibd X 2 12' CUSP: (10) 16d X 2-127
<br />USP HAS MOREE NAIL OPTIONS, (28) 10d, (28) 10d x 1-1/2', (20)) Ibd x x 2 2 12•
<br />4114DO11-905 25.
<br />11010
<br />UPHD It
<br />143W
<br />(1) I' ATR IN HIGH STRENGTH EPDXY, (MIK 10' EMBED,) IN CONC„ (24J eDB Yr x 715' WOOD SCREWS NBP: l241 W83 WOOD 9CREW81
<br />HD1B
<br />6645
<br />TDX W
<br />10140
<br />(I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIK l' EMBED) IN CCNC„ (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/W BOLTS)
<br />(n
<br />MBHA 356/I115
<br />3415
<br />9330
<br />NFM35X12U
<br />2980
<br />1130
<br />SIMPSON: (V 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIK 6.15' EMBEDMENT) IN CML. TOP, (I) 3/4'
<br />A.T.R.IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N CMU.FACE, (18J10d TO BEAM
<br />USP, (I) 12' J-BOLT W/ MINIMUM 6, EMBED. 4 NOT LESS THAN 4' PRO') EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/l�DHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />W
<br />MU5C4I2 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HU84121F
<br />3060
<br />2110 (FLR)
<br />(10) Ibd TO HEADER. (10) Ibd TO WOOD USP: SAME AS SIMPSON
<br />21265 (ROOF)
<br />3325 (ROOF)
<br />z
<br />Q
<br />HUC410 (CMU)
<br />IS"
<br />4920
<br />HD410 IF
<br />1305
<br />5000
<br />(15) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1010 TO WOOD: (USP: (18) 1/4' z 3' W53 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) 10d TO WOOD
<br />=
<br />HUC210-2 (CMG)
<br />IBM
<br />5c85
<br />ND210-21F
<br />1305
<br />g000
<br />(I8) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO (MU, (10) 10d TO WOOD: WSP; (10) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />lace
<br />boas
<br />HD210-31F
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4' x 3' W63 SCREWS, (I0) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) IOd TO WOOD
<br />LGUM26-2-SDS
<br />1430
<br />5995
<br />LGJM26.2
<br />1 2125
<br />6065
<br />1 C4) 3/8' x t4 71TEN HD ANCHORS (2 PER FLANGE) TO CMG, (4) 1/4' X 2 12' SDS SCREWS TO WOOD,
<br />C4) 3/8• X 4' T.= U WS
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE AR(HITECT/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 C1 IU. WALL MUST BE FILLED SOLID w/ GROUT.
<br />• 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23R% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 16 REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION,
<br />N
<br />MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />LL1
<br />H
<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 />IS 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 ARCHMECT/ENGINEER O° RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMP50N 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION P-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-201b.
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DEL 2 x 6
<br />LIP TO W-4'
<br />DBL 2 x 6
<br />5'-4' TO 1'-0'
<br />DEL 2 x 10
<br />1'-0' TO 10'-V
<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 />DEL 2 x 8
<br />5'-0' TO 6'-4'
<br />DEL 2 x 10
<br />W-4' TO W-0'
<br />DEL 2 x 12
<br />S'-0' AND OVER
<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 />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 />(42 5YP)
<br />1/1W 055
<br />NAIL (3) 12d • 6'-8' O.G.
<br />FRAMING NOTES: I 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, UN.O:
<br />TRUSS TO MASONRY/CONCRETE SHALL BE META-I/o
<br />• FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-I/o AT EACH
<br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />• TRUSS TO WOOD FRAMING SHALL BE MT5-12
<br />3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
<br />TRU55 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 NIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 0 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 TRU55 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 X I T E C T 8 1
<br />Design
<br />Grou
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX: 407-774-4078
<br />www.a bdesigngrou p.eom
<br />AA F. 0003325 A
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<br />LOT 18
<br />LOT 6
<br />PROJL'CT*
<br />04128.000-01861
<br />HODzu
<br />4EHB
<br />"2605-HAYDEN"
<br />GAMAGN SWZKG:
<br />RIGHT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />Y 1 1 • i. • i,
<br />FM=wr
<br />11/08/17
<br />:1/4"=1'-0"
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