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CONNECTOR SCHEDULE CONTROL DATE, 07e5-Ii
<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 I6-18
<br />1625
<br />(8) 10d x 1 1/2' 1-PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION)
<br />(2) META-Ib
<br />Ism
<br />(2) HTA 16-IS
<br />2800
<br />(10) 10d x 1 1/2' )-PLY, (USP: (10) 10d x 1 1/29
<br />2515
<br />.I6d 2-1-LY (USP: NO Ibd OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />I810
<br />(5) Oct x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (0) Neal x 1 1/2'. NO I6d OPTION
<br />HETA-20
<br />1810
<br />14TA 20
<br />1810
<br />(S) Ned x 1 1/1' I -PLY, (8) I6d 2-PLY USP: (10) Neat x 1 1/1', NO I6d OPTION
<br />}
<br />Z
<br />(2)HETA-20
<br />2035
<br />(2)WTA-20
<br />3230
<br />(10) Od x 1 1/2' I -PLY USP: (10) 10d x 1 1/2'
<br />250e
<br />(12) Ibd 2-PLY (USP; NO I6d OPTION)
<br />O
<br />LGT-2
<br />250
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP: MILK (5) 1/4' WIS, WOOD (16) Wd
<br />V)
<br />DETAL-20
<br />2480
<br />014TA-20
<br />2430
<br />(18) - I0d x 1 1/2, 1 PLY
<br />MGT
<br />3565
<br />MUGT
<br />4115
<br />lU 5/8' ANA IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Od TO WOOD (USP: (20) led TO WOOD)
<br />HGT-2 .
<br />owe
<br />HU3T-2
<br />9190
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (b) IOd)
<br />HGT-3
<br />10530
<br />HUGi-3
<br />W60
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (16) 10d TO WOOD (USP: WOOD (S) 10d)
<br />LGT3-60825
<br />3285
<br />LUGT-3
<br />3525
<br />(12) SDS 1/4'x3' TO GIRDER, (4) 3/6' x S'TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WED.:sE 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 />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (lb)-808 1/4'X3' TO WOOD
<br />(2) VYoT
<br />1185
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />155
<br />(14) 10d x 1 0' (USP: (14) 10d x 1 1/1', (14) Neal)
<br />HTS-16
<br />ISO
<br />HTW Ir.
<br />1260
<br />(16) 10d x 1 1/2' (USP: (I6) loci x 1 1/2', (1( ) 10d)
<br />HTS-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 />HTS-24
<br />1450
<br />HTW 24
<br />S30
<br />(24) 10d x 1 1/2' (USP: (24) Wd x 1 1/2', (20) 10d)
<br />LSTA-12 ••
<br />S25
<br />LSTA 12
<br />S30
<br />(10) IOd USP: (10) led
<br />LSTA-18 ..
<br />1235
<br />LSTA IB
<br />1255
<br />04) 10d USP: (14) 10d
<br />MSTA-18 «
<br />1315
<br />MSTA-18
<br />1310
<br />04) led USP: (14) 10d
<br />N
<br />MSTA-24 •.
<br />1640
<br />MSTA-24
<br />1640
<br />(16) 10d USP: (18) Od
<br />CL
<br />MSTA-30 «
<br />20"
<br />MSTA-30
<br />2065
<br />(22) I0d USP: (22) 10d
<br />Q
<br />MSTA-36 ..
<br />2050
<br />MSTA-36
<br />2065
<br />C26)10d USP: (26)10d
<br />F—
<br />McTi-36
<br />30M
<br />KSTI 236
<br />3890
<br />(SW Oct x 1 1/2' USP: (36) 10d x 1 1/2'
<br />MSTI-48
<br />5065
<br />KTSI 249
<br />5140
<br />(46) 10d 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, (8) 8d TO STUDS (USP. (16) 8d x 1 1/2" (16) 8d)
<br />SP4
<br />885
<br />SPT 4
<br />545
<br />(6) 10d x 1 I/2' TO STUDS USP: (C.) 10d x 1 1/2' TO STUDS
<br />A34
<br />3S5
<br />MP 34
<br />380
<br />(4) Sd x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) Od x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />800
<br />(I2110d x 1 1/2' USP: (10) 10d a 1 1/2' TO TRUSS, (10) 10d X 1 1/t' TO PLATE
<br />HIOA
<br />I"
<br />RT I&A
<br />13W
<br />(10) 10d x 1 1/2' USP: (S) 10d x 1 1/2' TO TRUSS, (8) 10d X 11/2' TO PLATE
<br />VGT 4 HDU4
<br />4940
<br />PHD 4A
<br />5215
<br />(lb)-SDS 1/4'x3' TO WOOD, (10)-SOS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTSAUASHER/2 PLY
<br />USP: 9/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS
<br />VGT 4 HD1B
<br />4S40
<br />TOX 10
<br />10140
<br />/16)-SOS 1/4'x3' TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUABHER/ZPLY
<br />USP: 1/8' ATR MIN. l' 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 />(I) 5/8' ANA IN NIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CCNC, (12) Ibd TO WOOD USP: SAME AS SIMP50N
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />16005
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC, (12)Wd TO WOOD USP, SAME AS SIMPSON
<br />V)
<br />LTTI9 •
<br />1340
<br />LTS 19
<br />1209
<br />(1) 3/4' ATR. IN HIGH STRENGTH EPDXY, (MIN, l' EMBED.) IN CONC, (8)I0d TO WOOD USP: SAME AS SIMPSON
<br />O
<br />=
<br />LTT206 ...
<br />)see
<br />LTS 205
<br />1105
<br />(1) 1/2' ATR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN CONC, (10AOd TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED BET IN HIGH STRENGTH EPDXY, (10) 10d, (10) Wd x 1 1/2', 2-1/2,
<br />V
<br />Z
<br />HTT4
<br />4455
<br />HTT45
<br />4160
<br />(V 9A3' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (0) 5090 X 1 1/2' (USP: (20) N6d X 2-1/2')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) I6d x 2 1/2'
<br />Q
<br />HT75
<br />5090
<br />HTT45
<br />9005
<br />(U 5/8' A.TA IN HIGH STRENGTH EPDXY (MIN. l' EMBED.) IN CONC., (26) Ibd X 2 1/2' (USP: (20) )6d X 2-1/2')
<br />USP WAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) I6d x 2 1/2'
<br />HHD0II-505 25.
<br />11.00
<br />UPI-10 It
<br />14395
<br />(U 1' ATR N HIGH STRETYTH EPDXY, (MIN. 10' EMBED.) M CONC, (24) 808 A' a A' WOOD SCREWS (USP: (24) W63 WOOD SCREWS)
<br />HDl6
<br />6645
<br />TOX 10
<br />10140
<br />(1)1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) l/8' BOLTS)
<br />V)
<br />M1314A 356/11.25
<br />B415
<br />5330
<br />NFM35XI2U
<br />25W
<br />1130
<br />SIMPSON: (1) 3/4' A.TR M HIGH STRENGTH EPDXY, (MIN. 6.1S' EMBEDMENT) IN CMA. TOP, (V 3/4'
<br />A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (ISAOd TO BEAM
<br />USP: (1) 1/2' J-BOLT W/ MI149ILP7 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAM5ETAREDHEAD OYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN. S' EMBED DEPTH INSTALLED IN THE FACE.
<br />LJ
<br />U'
<br />HUS"12 (WOOD)
<br />3635
<br />2660 (FLR)
<br />MUS4121F
<br />3060
<br />2110 (ECK)
<br />(10) Ibd TO HEADER, (10) I6d TO WOOD USP: SAME AS SIMP50N
<br />3269 (ROOF)
<br />3325 !ROOF)
<br />Z
<br />QI
<br />HUC410 (CMU)
<br />Ism
<br />4WO
<br />110410 IF
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) 1/4'. 3' W63 SCREWS, (10) Od TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) 10d TO WOOD
<br />=
<br />WLIC210-2 (C"U)
<br />ISM
<br />Sees
<br />H0210-21F
<br />005
<br />Be"
<br />(18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMN, OV) Wd TO WOOD: (USP: (18) 1/4' x 3' U63 SCREWS, (I0) 10d TO WOOD.
<br />USP (2,,) 3A6' TAPPER., (10) 10d TO WOOD
<br />HUG210-3 (CM)
<br />W-00
<br />5098
<br />1-10210-31F
<br />1305
<br />50ee
<br />(10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CHU, 00) 10d TO WON: (USP: (Ie) I/4' x V WB3 SCREWS, 00) led TO WOOD.
<br />USP (20) 3A6' TAPPER-, (10) Ned TO WOOD
<br />LGUMRb-2-60S
<br />14-40
<br />5595
<br />LGUM26-2
<br />2125
<br />6065
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' 808 SCREWS TO WOOD,
<br />4) 3/0' X 4' WEIDGE MOLT-1 U63 WCMSCIGEWS
<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 />ANCHORING SYSTEMS.
<br />• WHERE ANCHOR EMBEDMENT IS GREATER THAN l' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT.
<br />• 10 Od COMMON NAILS CAN BE SUBSTITUTED WITH d x 1 1/2' NAILS IN CONJUNCTICN WITH A 231% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />Ln
<br />• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />Ld
<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 SURE THAT THE PROPER CORROSION PROTECTION
<br />18 USED.
<br />W4US 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 T1 E ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON '0000 CONSTRUCTION CONNECTORS C-02011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-I-IUIRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4USP 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 l'-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 DOU1N 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 />V-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL
<br />AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0-
<br />UN.O.
<br />4'-1l I/2'
<br />1 1'-II 1/2'
<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 />1
<br />3
<br />U,2
<br />x 12
<br />SYP)
<br />/16' OSB
<br />NAIL (W 12d s 6'-V 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-I6
<br />• FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-I6 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 />0. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 6 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 />S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />6
<br />Grou i n
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX 407-7744078
<br />www.a bdesigngroup.emn
<br />AA k: 0003325
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<br />Sulmrv. & Lp�
<br />SILVERADO
<br />LOT 47
<br />BLK 6
<br />PROJRCT*
<br />04128.000-04761
<br />![ODRit
<br />4EHB
<br />"2605-HAYDEN"
<br />GARAGM 81�IIQG:
<br />LEFT
<br />PAGR:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />Pancr D10/20/17
<br />OCA .W. 1/4"=1'-0"
<br />arlaw P
<br />7.1
<br />
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