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CONNECTOR
<br />CONTROL DATE: 01-06-"
<br />SCHEDULE I
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />I~
<br />HTA I6-18
<br />1625
<br />(8) 10d x 1 1/2' ]-PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2' - NO Y cl OPTION)
<br />(2) META-*
<br />1S55
<br />(2) HTA 16-10
<br />28M
<br />(10) Od x 1 1/2' I -PLY, (USP: (10) 10d x 1 1//')
<br />2515
<br />(14) Ibd 2-PLY (USP: NO 16d OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1610
<br />(W 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 101d x 1 1/2', NO Ibd OPTION
<br />HETA-20
<br />1840
<br />HTA 20
<br />1810
<br />(9) 10d x 1 1/2' I -PLY, (0) 16d 2-PLY USP: (10) 10d x 1 1/2% NO 16d OPTION
<br />}
<br />d'
<br />(2) HETA-20
<br />2035
<br />(2) MA•20
<br />3230
<br />(10) Wd x 11/2' I -PLY USP: (10) 10d x 1 1/2'
<br />2° •
<br />(12) 16d 2-PLY (USP: NO 16d OPTION)
<br />Z
<br />0
<br />LGT-2
<br />2150
<br />LUGT-2
<br />I%0
<br />(1) - 1/4' x 2 I/4' TITEN, 2 (USP: MILK (5) 1/4' LLB, WOOD (16) 101d
<br />0
<br />DETAL-20
<br />2400
<br />OWTA-20
<br />2430
<br />(18) - 10d x 1 1/2, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />4115
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Wd TO WOOD (USP: (26) 10d TO WOOD)
<br />HGT-2
<br />10980
<br />HUGT-2
<br />9190
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) Wd)
<br />HGT-3 .
<br />1053c
<br />HUGT-3
<br />50"
<br />eV 3/4' ATR IN HK�H STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (6) IOd)
<br />LGT3-SDS25
<br />3285
<br />LUGT-3
<br />3525
<br />(12) SDS 1/4'x3' TO WRIDER (4) 3/8' x W TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x 1-12' (USP: (I0) 10d x 1 1/2'
<br />VGT
<br />4S40
<br />NO USP CONVERSION FOR SIMPSCN VGT
<br />(1) 5/8' A.TR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SD8 1/450' TO WOOD
<br />(2) V.T
<br />1185
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MN. 12' EMBED), (32)-SDS 1/4'XV / 2 PLY
<br />MTS-12
<br />loco
<br />MTW 12
<br />II%
<br />04) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) Wd)
<br />HTS-I6
<br />1150
<br />HTW 16
<br />1260
<br />(I6) 10d x 1 1/2' (USP: (16) 10d a 1 I/2', (I6) 10d)
<br />HTS-20
<br />I~
<br />HTW 20
<br />1530
<br />(24) 10d x 1 I/2' (USP: (24) 10d x 1 1/2', (20) 10d)
<br />HTS-24
<br />14W
<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 />W5
<br />LSTA 12
<br />S30
<br />(10) 1001 USP: (10) lod
<br />LSTA-18 •.
<br />1235
<br />LSTA IB
<br />1235
<br /><H) IOd USP: (14) 10d
<br />META-IB «
<br />136
<br />MSTA-IS
<br />1310
<br /><W) 10d USP: (14) 10d
<br />N
<br />MSTA-24 ..
<br />1640
<br />MSTA-24
<br />1640
<br />(IS) 10d U5p: (18) 10d
<br />CL
<br />MSTA-30 «
<br />2050
<br />MSTA-30
<br />2065
<br /><22)10d USP: (22)WW
<br />MSTA-36 .
<br />2050
<br />MSTA-36
<br />2065
<br />(26) Od USP: (26) Wd
<br />F-
<br />MSTI-36
<br />38"
<br />KSTI 236
<br />3890
<br />(36) 10d x 1 1/2' USP: (36) 10d x 1 1/2'
<br />N
<br />MSTI-46
<br />5065
<br />KTSI 24S
<br />5140
<br />(48) 10d x 1 1/2' USP: (48) 10d x 1 1/2'
<br />H6
<br />S50
<br />LFTA 6
<br />1210
<br />(8) 8d TO PLATES, (8) ad TO STUDS (USP: (16) ad x 1 1/2', (I6) 8d)
<br />SP4
<br />885
<br />SPT 4
<br />945
<br />(6) 10d x 1 1/1' TO STUDS USP: (6110d x 1 1/2' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />' •
<br />(4) Od x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 IR' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />Boo
<br />(12) 10d x 1 12' USP: (10) I0d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE
<br />HIOA
<br />1140
<br />RT 16A
<br />1380
<br />(18) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) IOd X 1 12' TO PLATE
<br />v.i NDU4
<br />4940
<br />PI -ID 4A
<br />5215
<br />(16)-SDS 1/4'x3' TO WOOD, (10)-8D8 1/4'x2 12' W/ THREADED ROD, (2) NUTSAIIASHER2 PLY
<br />USP: 5/5' ATR MIK 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS
<br />VGT 4 1_I015
<br />4940
<br />TDX 10
<br />10140
<br />OW -SIDS 1/4'xX TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, <2) NUTOAIJASWER21-LY
<br />USP: 1/8' ATR MIN. 1' EMBED SET IN NIGH STRENGTH EPDXY (4) 1/8' TFIRU-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/8' A.TR N HKsH STRENGTH EPDXY, MIN 1' EMBEDJ IN CONC, (12) 16d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />16005
<br />(1) 5/8' A.TR IN HKsH STRENGTH EPDXY, (MIN 1' EMBED.) IN C)NC, <I2)16d TO WOOD USP: SAME AS SIMPSON
<br />LTTN9 ..
<br />•...
<br />1340
<br />LTS 19
<br />1205
<br />(I) 3/4, ATR IN HKsH STRENGTH EPDXY, (MIK 1' EMBEDJ IN CONC, (8A0d TO woor> USP: SAME AS SIMPSON
<br />0
<br />LTT206
<br />15M
<br />LTS 206
<br />1105
<br />() 1/2' A,TR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CONC„ (IOAOd TO WOOD
<br />USP: 3/4' ATR MN 1' EMBED SET M HIGH STRENGTH EPDXY, (10) Icd, (10) 10d x 1 1/2', 2-12'
<br />0
<br />Z
<br />HTT4
<br />4455
<br />WTT45
<br />4"
<br />(U 5/0' ATR 1N HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (10) Some X 1 12' (USP: (20) ibd X 2-129
<br />USP HAS MORE NAIL OPTIONS: (20) Wd, (20) IOd x 1-12', (20) i6d x 2 12'
<br />Q
<br />HTT5
<br />bow
<br />WTT45
<br />500r
<br />(1) 5/8' A.TR HIGH IN STRENGTH EPDXY (MIK 1' EMBED) IN CONC„ (26) Ibd X 2 12Ib ' (USP: (20) d X 2-129
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) Ibd x 2 1/2
<br />H14DOII-SDS 25.
<br />11,810
<br />UPHD 11
<br />14395
<br /><U I' ATR IN HIGH STItNGTH EPDXY, (MN 10' EMBEDJ M CONC„ (24) SDS V z 2K' WOOD SCREWS (USP: (24) W53 WOOD SCREWS)
<br />14016
<br />6645
<br />TDX 10
<br />10140
<br />(U 1/8' AJB. IN HIGH STRENGTH EPDXY, (MIK 1' EMBEDJ IN (ONC, <3) 3/4' STUD BOLTS TO WOOD (USP: (4)1/8' BOLTS)
<br />(n
<br />MBHA 356A125
<br />3415
<br />5330
<br />NFM35X12U
<br />25W
<br />1w
<br />SIMPSON% (U 3/4' A.TR N HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM11 TOP, (1) 3/4'
<br />ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) N CMU. FACE, (18AOd TO BEAM
<br />USP: (1)12' J-BOLT W/ MINIMLIM 6: EMBED. N NOT LESS THAW 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSETAQEDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />W
<br />0
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HU941IIF
<br />3060
<br />2110 (FLR)
<br />(10) 16d TO HEADER (10) 16d TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />FAC410 (CM)
<br />1800
<br />4920
<br />N0410 IF
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 GE PER FLAN) TO CMU, (10) Od TO WOOD: <USP: (IS) 114' x 3' WS3 SCREIUS, (10) Od TO WOOD.
<br />USP (20) 3/16' TAPPER.. (10) 10d TO WOOD
<br />=
<br />RUC-20-2 (CM)
<br />1800
<br />5085
<br />HD210-21F
<br />1305
<br />5000
<br />(IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD: (USP: (10)1/4' x 3' WS3 SCREWS, (w)10d TO WOOD.
<br />USP (20) 3/16' TAPPER•, (10) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />low
<br />S085
<br />H0210-31F
<br />1309
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOOD: (USP: (IB) I/4' x 3' W53 SCREWS, 00) Wd TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD
<br />LGUM26-2-SDS
<br />1430
<br />55S5
<br />---22125
<br />6065
<br />(4) 3/8' x 4' TITEN HO ANCHORS (2 PER PLANGE) TO CMU, (4) 1/4' X 2 1/1' $DS SCREWS TO WOOD,
<br />USP (4) 3/8' X 4' UEDGE T.i WS3 WOODSCREWS
<br />NIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECOrM> 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 CMU. WALL MUST BE FILLED SOLID m/ GROUT.
<br />.. 101d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 112' NAILS IN COKANCTICN WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REClUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />0
<br />MINIMfM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />W
<br />F-
<br />0
<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 MAKIN. SURE THAT THE PROPER CORROSION PROTECTION
<br />IS USED,
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USN. ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARC41TECT/ENGNEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED Chi SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-mon, , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HIURCAGI6, AND ANCHORN. N 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 />DBL 2 x h
<br />UP TO 5'-4'
<br />DBL 2 x 8
<br />W-4' TO 1'-0'
<br />DBL 2 x 10
<br />1'-0' TO IV-&
<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 />W-4' TO W-O'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD RE
<br />UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />V-0' TO
<br />8'_0'
<br />U.N.O.
<br />4'-II 1/2'
<br />l'_ II 12'
<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 />V(2,
<br />x 12
<br />SYP)
<br />/16' OSB
<br />NAIL (3) 12d s 6'-8' O.G.
<br />FRAMING NOTES: I TYP. 2x12 BM./HDR. I
<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-I(o 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 5E 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 W13-106 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 />&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.I2.
<br />S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C N IT E C T S
<br />6
<br />Gm i gn
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA A. 0003325
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<br />OUBDIV. de LOT.
<br />SILVERADO
<br />LOT 2
<br />BLK 6
<br />PROJWT#
<br />04128.000- 00261
<br />U0Dffis
<br />4EAB
<br />"1672-ARIA"
<br />GAP_tQR 81rING:
<br />LEFT
<br />PAGE
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />In
<br />TMi: 10/19/17
<br />CAi1/4"=1'-0"
<br />IEL'BT
<br />4.1
<br />
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