CONNECTOR SCHEDULE CONTROL DATE: 01-05-11
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-Ib
<br />1450
<br />HTA 16-18
<br />i625
<br />(W 10d x 1 I2' I -PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2, - NO 16.1 OPTION)
<br />(2) META-16
<br />1985
<br />121 HTA 16-Is
<br />2800
<br />(10) led x 1 1/2' 1-PLY, (USP: (10) Wd x 1 12')
<br />2515
<br />(14) Ibd 2-FLY (USP, NO I(cd OPTION)
<br />HETA-16
<br />isle
<br />HTA 16
<br />1810
<br />(9) 10d x 1 12' I -PLY, (6) Ibd 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(9) 10d x 1 I/2' ]-PLY, (8) 16d 2-PLY USP: (10) 10d x 1 12', NO 166 OPTION
<br />>_
<br />w
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) 10d x I V2' I -PLY USP: (10) 10d x 1 1/2'
<br />2500
<br />(12) Wd 2-PLY )USP: NO Wd OPTION)
<br />Z
<br />0
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1550
<br />(1) - I/4' x 2 I/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d
<br />DETAL-20
<br />24W
<br />DHTA-20
<br />2430
<br />(IB) - 10d x 1 1/2, 1 PLY
<br />MST
<br />3965
<br />MUGT
<br />4115
<br />lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (22) 10d TO WOOD (USP, (28) 10d TO WOOD)
<br />HGT-2
<br />lo980
<br />HUGT-2
<br />9190
<br />(2) 3/4' A.TR N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (U6P: WOOD (6) lecl)
<br />HGT-3 +
<br />10530
<br />14UGT-3
<br />9860
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD (USP WOOD (W 10.1)
<br />LGT3-50529
<br />32"
<br />LU3T-3
<br />3525
<br />(12) SDS I/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525)
<br />LTA2
<br />T210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x 1-12' (USP: (10) loci x 1 12'
<br />VGT
<br />4540
<br />NO USP CONVERSION FOR $IMF:aGN VGT
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16)-60S 1/4'X3' TO WOOD
<br />(2) VGT
<br />118E
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />1195
<br />(14) 104 x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d)
<br />HTS-16
<br />150
<br />HTW I(c
<br />1260
<br />(16) 10d x 1 I/2' (USP, (it.) 10d x 1 1/2', (16) 106)
<br />HTS-20
<br />1450
<br />HTW 20
<br />11,30
<br />(24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) 10d x 1 12' (USP: (24) Ted x 11/2', (20) 10d)
<br />LSTA-12 «
<br />S25
<br />LSTA 12
<br />S30
<br />(10) 10d USP; (10) led
<br />LSTA-IS «
<br />1235
<br />LSTA 18
<br />1235
<br />(14) lod USP: (14) 10d
<br />MSTA-18 ++
<br />1315
<br />META-18
<br />1310
<br />(14) Tod USP: (14) 101d
<br />V)
<br />MSTA-24 ..
<br />1640
<br />MSTA-24
<br />1640
<br />(18) led USP: (IS) lod
<br />EL
<br />M61A-30 ++
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 106 USP: (22) 10d
<br /><
<br />MSTA-36 .
<br />2050
<br />MSTA-36
<br />2065
<br />(26)10d USP: (26)10d
<br />H
<br />MST)-36
<br />3800
<br />KSTI 236
<br />3890
<br />(36) Ted x 1 1/2' USP: (36) 10.1 x 1 4'
<br />N
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(46) 10d x 1 1/2' USp: (48) 10d x 1 1/2'
<br />146
<br />950
<br />LFTA 6
<br />1210
<br />(8) Sd TO PLATES, (8) 8d TO STUDS (USP: (16) Sd x 1 12', (16) 8d)
<br />SP4
<br />am
<br />$PT 4
<br />549
<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) 6d x 1 I/2'TO BEAM, (4) 561 x 1 1/2' TO POST. U5P: (4) 8d x 1 1/2' TO BEAM, (4) Sal x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />boo
<br />(12) l0d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
<br />H10A
<br />1140
<br />RT I&A
<br />1380
<br />(18) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 106 X 1 1/2' TO PLATE
<br />VGT 4 NDU4
<br />4940
<br />PHD 4A
<br />5215
<br />OW -SIDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 I/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
<br />USP: 5/9' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, 00) WS3 WOOD SCREWS
<br />VGT 1 HD18
<br />4940
<br />TDX 10
<br />10140
<br />(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD 5OLT8 W/ THREADED ROD, (V NUTBNIASHER/2PLY
<br />USP: 1/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' TWRU-BOLTS
<br />ASU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />lV 5/9' A.T.R. N HIGH STRENGTH EPDXY, (MIN, "EMBED.) IN CONIC, (W 16d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU bb
<br />2380
<br />16o05
<br />(1) 5/8' A.T.R. IN HGW STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON
<br />LTTI9 +
<br />1340
<br />LTS 19
<br />1205
<br />(I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) N CONC, (8A001 TO WOOD USP: SAME AS SIMPSON
<br />0
<br />LTT20B ...
<br />1500
<br />LTS 2015
<br />1105
<br />(V 1/2' A.TR N HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC, (IOAmd TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-1/2'
<br />(..)
<br />Z
<br />HTT4
<br />4455
<br />HTT45
<br />4160
<br />(b S/8' A.T.R. N NIGH STRENGTH EPDXY (MIN 1' EMBED) IN CONIC., (16) 60-10 X 1 12' (USP: (20) Ibd X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Ibd x 2 12'
<br />Q
<br />HTTS
<br />5080
<br />HTT45
<br />5005
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC., (26) 16d X 2 12' (USP: (20) Ibd X 2-V27
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (20) 10d x 1-1/2', (20) 16d x 2 12'
<br />HHDQII-SDS 25.
<br />11010
<br />UPHD II
<br />14395
<br />(I) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24I SDS Y.' x 2h' WOOD SCREWS (USP+ (24) WS3 WOOD SCREWS)
<br />HD1B
<br />6645
<br />TDX 10
<br />10140
<br />(U 1/8' A15. IN HIGH STRENGTH EPDXY, (MIN. 1• EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/0' BOLTS)
<br />0
<br />MBHA 3S6/1125
<br />3415
<br />S330
<br />NFM35X12U
<br />2580
<br />1130
<br />VMPSON: (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CJ'1W. TOP, (1)3/4'
<br />ATR. IN HIGH STRENGTH EPDXY, (MN. 6,16' EMBEDMENT) N C.M.U. FACE, 118AOd TO BEAM
<br />USP: (U 12' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4, DIA ITW
<br />RAMSET/RDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. V EMBED DEPTH INSTALLED IN THE FACE.
<br />LJ
<br />(�
<br />US NC4I2 (WOOD)
<br />3635
<br />2660 (FLR)
<br />H
<br />3e60
<br />2110 (FLR)U54ITIF
<br />(10) Ibd TO HEADER, (10) I6d TO UL70D USP: SAME A9 SIMPSON
<br />32651ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />Iwo
<br />4920
<br />HD410 IF
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (18) 1/4' x 3' WW SCREWS. (10) Ted TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD
<br />=
<br />HUC210-2 (CMU)
<br />Iwo
<br />5085
<br />HD210-21F
<br />1305
<br />5000
<br />(IW I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (10) 1/4' x V WS3 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD
<br />HUC210-3 (CHIT)
<br />law
<br />5085
<br />HD210-31F
<br />1309
<br />5000
<br />(IB) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: 08) 1/4' x V W53 SCREWS, (10) lod TO WOOD.
<br />USP (20) 3/I6' TAPPER., (10) 10d TO WOOD
<br />LGUM26-2-SDS
<br />1430
<br />5595
<br />LGUM26-2
<br />2125
<br />(.065
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) I/4' X 2 12' SDS SCREWS TO WOOD,
<br />USP (4) 3/ ' X 4' WEDGE BO T.= W53 WOODSCRW9
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCWITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTNG FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />+ WHERE ANCHOR EMBEDMENT IS GRATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT.
<br />+ Zd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 112' NAILS IN CONJUNCTION WITH A REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />In
<br />MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />LJ
<br />H
<br />0
<br />AT.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 STAINLE59 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AS3
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED CN SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRICTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 2 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO V-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 V-0'
<br />DBL 2 x 8
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />&'-4' TO S'-O'
<br />DBL 2 x 12
<br />W-O' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />g_0•
<br />U.N.O.
<br />4'-11 1/2'
<br />'I' -II 1/2,
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />5UPPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LENGTH 5TUD5
<br />2
<br />AT EACH END OF HEADER
<br />I
<br />3
<br />2 x 12
<br />('4 SYP)
<br />/I6' OSB
<br />NAIL (3) 12d ® 6'-B' O.C.
<br />FRAMING NOTES: I TYP. 2x12 BM./HDR. I
<br />1. 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-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 />S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
<br />STUD REQ. ARE STANDARD U,N.O ON FRAMING PLAN
<br />/o. 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 />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 />5.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A E C H I T E C T 8 1
<br />Grm i In
<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 #: 0003325
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<br />EIVSDIV. cis LOT:
<br />SILVERADO
<br />LOT #16
<br />BLK #6
<br />PROJTQCT�
<br />04128.000-01661
<br />1[ODlIe
<br />4EAB
<br />1672- ARIA"
<br />GARAGM BITMG:
<br />RIGHT
<br />PAIL
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />"'PRINT D11/7/17
<br />BCALR: 1 /4"=1' - 0"
<br />8*191.RT
<br />4.2
<br />
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