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CONNECTOR
<br />SCHEDULE CONTROL DATE, 01-2-TT
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />-
<br />META-16
<br />1450
<br />14TA 16-18
<br />1625
<br />1
<br />(D) Od x 1 1/2' I -PLY, (6) Wd 2-PLY, (USP: (10) IDd X 1 1/2' - NO 16d OPTION)
<br />(2) META-16
<br />two,
<br />(2J HTA 16-IS
<br />2800
<br />60) 10d x 1 1/2' I -PLY, (USP, (10) 10d x 1 1/29
<br />2515
<br />(14) 16d 2-PLY (USP: NO 1" OPTION)
<br />WETA-16
<br />1810
<br />WA 16
<br />IOW
<br />(9)10d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 W%NO Ibd OPTION
<br />1ETA-290
<br />IBIO
<br />HTA 20
<br />1810
<br />(9) 10d x 1 1/2' I -PLY, (8) Wd 2-PLY USP: (10) 10d x 1 1/2%NO 164 OPTION
<br />r
<br />w
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />31230
<br />(10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2'
<br />2500
<br />(12) Wd 7-PLY (USP-. NO 16d OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUST-2
<br />15.10
<br />(1) - 1/4' x 2 I/4' TITEN, 2 (USP: BLK (5) 1/4' W S, WOOD (16) 10d
<br />V)
<br />DETAL-20
<br />2480
<br />014TA-20
<br />2430
<br />(I8) - 10d x 11/2, 1 PLY
<br />MGT
<br />3965
<br />MU6T
<br />4115
<br />(I) 5/6' A.T.R. N HIGH STRENGTH EPDXY (MN, 12' EMBED), (22) Wd TO WOOD (USP: (28) 10d TO WOOD)
<br />HG7-2
<br />WSW
<br />H UGT-2
<br />9190
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. W EMBED), (16) 10d TO WOOD (U5P: WOOD (8) 10d)
<br />HGT-3
<br />105310
<br />HUGT-3
<br />5960
<br />(2) 3/4' ATR N HIGH STRENGTH EPDXY (MN 12' EMBED), (16) IOd TO WOOD (USP: WOOD (S) IOd)
<br />LGT3-801525
<br />3285
<br />LUGT-3
<br />3525
<br />(12) SDS V4'x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X S' WEDGE BOLT, WOOD (0) W1825)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />510
<br />(10) IOd x 1-1/2' (USP: (10) 10d x I V2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY MIN 12' EMBED), 06)-808 1/4'X3' TO WOOD
<br />(2) VGT
<br />11"
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' ATR N NIGHT STRENGTH EPDXY MN 12' EMBED), (32)-8D8 1/4•X3' 12 PLY
<br />MTS-12
<br />1000
<br />MTW Q
<br />1195
<br />(14) 10d z 1 1,12' (USP: (14) Wd x 1 1/2', (14) 10d)
<br />MTS-16
<br />ISO
<br />HTW 16
<br />1260
<br />(I6) 10d x 1 1/2' (USP: (16)10d x 1 1/2', (I6) 10d)
<br />HIS-20
<br />1450
<br />HTW 20
<br />530
<br />(24) 10d x 1 1/2' (U8P, (24) IOd x 1 1/2', (20) 10d)
<br />14TS-24
<br />N90
<br />HTW 24
<br />1530
<br />(24) IOd x I V2' (USP: (24) 10d x 1 I/2', (20) 10d)
<br />LSTA-12 •
<br />525
<br />LSTA 12
<br />530
<br />(I0) 10d USP: (10) IOd
<br />LSTA-IS «
<br />1235
<br />LSTA 18
<br />1235
<br />(14) Od USP: (14) 10d
<br />META-16 .•
<br />BB
<br />MSTA-10
<br />1310
<br />04) 10d USP: (14)10d
<br />V)
<br />MSTA-24 ••
<br />1640
<br />MSTA-24
<br />1640
<br />(I8) IOd USP: (18) 10d
<br />d
<br />MSTA-30 «
<br />2050
<br />META-30
<br />2065
<br />(22) Od USP: (22) 10d
<br />MSTA-36 •.
<br />2050
<br />MSTA-36
<br />2065
<br />(26) 10d USP: (26) 10d
<br />I•-
<br />MSTI-36
<br />30"
<br />KSTI 236
<br />3890
<br />(36) 10d a 1 1/2' USP: (36) 10d x 1 1/2'
<br />(n
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(48) IOd x 1 1/2' USP: (48) 10d x 1 1/2'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />(8) ad TO PLATES, (8) 8d TO STUDS (USP: (16) 8d x 1 1/2% (16) 8d)
<br />SP4
<br />ass
<br />SPT 4
<br />545
<br />(6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />380
<br />(4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP, (4) Od x 1 1/2' TO BEAM, (4) Dd x 1 1,12' TO POST,
<br />NCP2
<br />645
<br />WHOP 2
<br />800
<br />(12) 10d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
<br />HIOA
<br />140
<br />RT 16A
<br />BSO
<br />(18) 10d x 1 1/2' USP: (9) 10d z 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE
<br />VGT 4 HDU4
<br />4940
<br />PHO 4A
<br />525
<br />(16}SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) WTSALIABFER/2 PLY
<br />USP: 5/8' ATR MIN 1• EMBED SET N HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS
<br />VGT 4 "Die
<br />4940
<br />TOX 10
<br />OHIO
<br />(16)-SOS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD. (2) NJTSNWSVEROPLY
<br />USP: 1/8' ATR MN 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THR)-BOLTS___
<br />A15U 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />WITS
<br />(1) 5/8' ATR N HIGH STRENGTH EPDXY, MN I' EMBED.) IN CONC, (12) 16d TO WOOD USP: SAFE AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />16005
<br />(I1 5/8' A.TR N HIGH STRENGTH EPDXY, (MN. I' EMBED-) IN CONC, (12N6d TO WOOD USP: SAME AS SIMPSON
<br />N
<br />LT115 «
<br />1340
<br />LTS 19
<br />1205
<br />(1) 3/4' ATR IN HIGH STRENGTH EPDXY. (MN I' EMBEDJ N C)NC, (8N0d TO WOOD USP: SAME AS SIMPSON
<br />of
<br />O
<br />LTT205 ...
<br />1500
<br />LTS 2dM
<br />1105
<br />(1) 1/2' ATR N HIGH STRENGTH EPDXY, (MN I' EMBED-) N CONC, (IOAOd TO WOOD
<br />USP, 3/4' ATR MN 1' EMBED SET N HIGH STRENGTH EPDXY, 00) 10d, (10) 10d x 1 1/2', 2-1/2'
<br />=
<br />(�
<br />Z
<br />HTT4
<br />4455
<br />WTT45
<br />4160
<br />(1) 5/6' ATR N HIGH STRENGTH EPDXY (MN. I' EMBED) IN CONC, (18) SD90 X 1 1/2' (USP, (20) 16d X 2-1/29
<br />USP HAS MORE NAIL OPTIONS, (20) 10d, (20) IOd x 1-1/2', (20) Wd x 2 1/2'
<br />Q
<br />HTT5
<br />5090
<br />WTT45
<br />eery
<br />(1) 5/8, ATR IN HIGH STRENGTH EPDXY MIN 1' EMBED) N CONC- (26) Ibd X 2 1/2' (USP: (20) 16d X 2-1/29
<br />USP 14AS MORE NAIL OPTIONS, (28) 10d, (28) 10d x 1-1/2', (20) 16d x 2 1/2'
<br />HND0II-508 25•
<br />11,810
<br />UPHD II
<br />143W
<br />(I) I' ATR N NIGH STRENGTH EPDXY, MN 10" EMBED-) IN wNc. (24) SDS Y4• x 2)P WOOD SCREWS (USP: a,I) W53 WOOD SCFRWLW
<br />HD1B
<br />6645
<br />TOX 10
<br />1 140
<br />(I) 1/8' A.B. N HIGH STRENGTH EPDXY, (MOIL 1' EMBED-) N CONC, (3) 3/4' STUD BOLTS TO WOOD (U9P: (4) 1/8' BOLTS)
<br />N
<br />MB44A 336/1125
<br />3415
<br />5330
<br />NFM3SXI2U
<br />25W
<br />1130
<br />SIM-SON: (U 3/4' ATR N HIGH STRENGTH EPDXY, (MN 6.15' EMBEDMENT) N CML. TOP, (1) 3/4'
<br />ATR N HIGH STRENGTH EPDXY. MN 6.15' EMBEDMENT) N CML. FACE, (USACd TO BEAM
<br />USP: (1) 1/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF C>4C W/ 3/4' CIA ITW
<br />RAM5ETN4'EDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MN 5' EMBED DEPTH INSTALLED N THE FACE.
<br />Lv
<br />FM18C412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />W8412IF
<br />3060
<br />2110 (FLR)
<br />00116d TO HEADER (I0) Wd 10 WOOD USP: SAME A9 SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />Lem
<br />4920
<br />HD410 IF
<br />13M
<br />5000
<br />(I8) V4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (0) V4' x X WS3 SCREWS, 00) 10d TO WOOD.
<br />U8P (20) 3/16' TAPPER-, (I0) 10d TO WOOD
<br />=
<br />HN1C210-2 (CM41)
<br />000
<br />5085
<br />HD210-21F
<br />Lies
<br />GNP
<br />(16) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (16) 1/4" x 3" W83 SCREWS, (10) IOd TO WOOD.
<br />USP (20) 3/16' TAPPER., 00) Od TO WOOD
<br />LN1G210-3 (Q-R11
<br />1800
<br />5085
<br />H0210-31F
<br />1305
<br />5000
<br />(I8) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (b) 1/4' x 3' W83 SCREWS, 00) IOd TO WOOD.
<br />USP (20) 3/16' TAPPER., 00) IOd TO WOOD
<br />LGII"126-1-9D9
<br />1430
<br />SSS5
<br />LGU'26-2
<br />2125
<br />6065
<br />V,-' x 4' TITEN ND ANCHORS (2 PER FLANGE/ TO CMU, 6111/4' X 2 IR' SDS BCREWb TO WOOD,
<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 />ANCHIORNG SYSTEMS.
<br />WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL N C)L. WALL MUST BE FILLED SOLID u / GROUT.
<br />.• Od COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS N CONANCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS RECIJIRED 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 />W
<br />H-
<br />O
<br />ATR • 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 BARE THAT THE PROPER CORROSION PROTECTION
<br />IB USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING 2MAX / HDG GALVANIZED CCMECTORS, USE FASTENERS GALVANIZED PER ASTM-A53
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN IDINDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCt41TECT/ENGNEER OF REGARD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON VOOD CONSTRUCTION CONNECTORS C-C20TT' , 'HIGH WNND-RESISTANT CONSTRICTION F-C-H WRCAG16, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 2015-2016.
<br />HEADER SPAN CHART
<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 />T-0' TO 10'-0'
<br />DBL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOWN STAIRS
<br />SIZE
<br />CLEAR SPA!
<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 S'-O'
<br />DBL 2 x 12
<br />W-O' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL
<br />AND HEADER
<br />STUD RE
<br />UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0'
<br />UNA.
<br />1
<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 />vlG2 x 12
<br />2 SYP)
<br />/16' OSB
<br />NAIL (3) 12d • 6'-8' O.G.
<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, 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 />Co, MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d 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 />'3 REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD SEARING WALL STRAPS 4
<br />DETAILS.
<br />A C N IT E C T f 1
<br />6
<br />Groin
<br />Al N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407.774-W78
<br />FAX 407-7744078
<br />www.abdes16ag4N1P•
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<br />04128.000-04061
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<br />"2807- ELLE"
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<br />RIGHT
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<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
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<br />10/18/17
<br />SCAIM 1/4"=1'-0"
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