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CONNECTOR SCHEDULE r CONTROL DATE: 01-05-I1
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />1450
<br />NTA 16-18
<br />1625
<br />(8) led x 1 V2' I -PLY, (6) Ibd 2-PLY, (USP: (10) led X 1 1/2' - NO 16d OPTION)
<br />(2) META-16
<br />1985
<br />(2) HTA I6-18
<br />2000
<br />(10) led x 1 1/2' I -PLY, (USP: (W) led x 1 12')
<br />2515
<br />(14) I6d 2-PLY (USP: NO Ibd OPTION)
<br />HETA-16
<br />Isle
<br />NTA 16
<br />1810
<br />(9) led x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) Od x 1 I/2', NO Ibd OPTION
<br />HETA-20
<br />Isle
<br />NTA 20
<br />Isle
<br />(9) led x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) led x 1 12', NO 16d OPTION
<br />>-
<br />Q�
<br />Z
<br />(2) HETA-20
<br />2035
<br />(2) NTA-20
<br />3230
<br />(10) led x 11/2' I -PLY USP: (10) 1" x 1 1/2'
<br />2500
<br />(Yt I Ibd 2-PLY (USP: NO Ibd OPTION)
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 114' TITEN, 2 (USP: BLK (S) I/4' WB, WOOD (16) led
<br />V)
<br />DETAL-20
<br />24W
<br />DWTA-20
<br />2430
<br />(18) - led x 1 12, 1 PLY
<br />gMGT
<br />396E
<br />MUGT
<br />4115
<br />(1) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (USP: (28) 10d TO WOOD)
<br />HGT-2 .
<br />10500
<br />WUGT-2
<br />VISO
<br />(2) 3/4' A.T.R IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), 01b) led TO WOOD (USP: WOOD (0) led)
<br />HGT-3
<br />10530
<br />HUGT-3
<br />9860
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD (USP: WOOD (e) 1")
<br />LGT3-S0S25
<br />3285
<br />LUGT-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 S. WEDGE BOLT, WOOD (12) WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) led x 1-112' (USP: (I0) 1od x 1 1/2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/6' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SDS 1/4'XV TO WOOD
<br />(2) VGT
<br />lies
<br />NO USP CONVERSION FOR SIMPSON (2) YGT)
<br />(2) S/8' A.T.R IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />loco
<br />MTW 12
<br />1195
<br />04) led x 1 12' (USP: (14) led x 1 12', (14) led)
<br />HT5-16
<br />1150
<br />NTW 16
<br />1260
<br />(I6) Ted x 1 12' (USP: (16) led x 1 1/2"(16) led)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) 10d x 1 12' CUSP: (24) Ted x 1 12', (20) led)
<br />HTS-24
<br />145e
<br />HTW 24
<br />1S30
<br />(24) led x 112' (USP: (24) led x 1 12', (20) 10d)
<br />LSTA-12 .
<br />925
<br />LSTA 12
<br />93e
<br />(10) led USP: (10) led
<br />LSTA-18 ••
<br />735
<br />LSTA IS
<br />1235
<br />(14) led USP; (14) led
<br />MSTA-18 •
<br />1315
<br />MSTA-18
<br />1310
<br />(14) led USP: (14) Ted
<br />N
<br />MSTA-24 •«
<br />1640
<br />MSTA-24
<br />1640
<br />(10) led USP, (16) led
<br />CL
<br />MSTA-30 ++
<br />2e50
<br />META-30
<br />2065
<br />(22)led UsP: (22)10d
<br /><
<br />MSTA-36 ••
<br />2050
<br />MSTA-36
<br />2065
<br />(26)led UsP: (26)led
<br />I-
<br />MSTI-36
<br />38"
<br />KSTI 236
<br />3e90
<br />(36) led x 1 1/2' USP: (36) led x 1 12'
<br />N
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />1 5140
<br />(48) led x 1 12' USP, (48) led x 1 12'
<br />Fk
<br />950
<br />LFTA 6
<br />1210
<br />(8) 5d TO PLATES, (8) 8d TO STUDS (USP: (16) ed x 1 12', (1&) 8d)
<br />SP4
<br />Bey
<br />SPT 4
<br />945
<br />(6) led x 1 12' TO STUDS USP: (6) led x 1 12' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />300
<br />(4) Bd x 1 12' TO BEAM, (4) 6d x 1 12' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 6d x 112' TO POST.
<br />HCP2
<br />645
<br />WHOP 2
<br />Boo
<br />(12) led x 1 12' USP: (10) led x 1 12' TO TRUSS, (10) led X 1 12' TO PLATE
<br />HICA
<br />1140
<br />RT 16A
<br />13M
<br />(18) led x 1 1/2' USP: (9) led x 1 1/2' TO TRUSS, (8) led X 1 1/2' TO PLATE
<br />VGT 4 HDU4
<br />4S40
<br />PHO 4A
<br />5215
<br />(16)-SDS I/4'x3' TO WOOD, (10)-SDS 1/4'x2 112' W/ THREADED ROD, (2) NUTSN)ASHER2 PLY
<br />USP: 5/0' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
<br />VGT 2 HD16
<br />4940
<br />TDX 10
<br />10140
<br />(16)406 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIA6HER2PLY
<br />USP: l/8' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/S' THRU-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/6' AT.R IN HIGH STRENGTH EPDXY, (MIN. -V EMBED.) IN CONC, (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />2380
<br />16005
<br />(U 5/8' AT.R IN HIGH STRENGTHI EPDXY, (MIN, l' EMBED.) IN CONIC., (12)Ibd TO WOOD USP: SAME AS SIMPSON
<br />N
<br />LTTI9 ..
<br />1340
<br />LTS 19
<br />1205
<br />(U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (8X0d TO WOOD USP: SAME AS SIMPSON
<br />=
<br />LTT20B ...
<br />1500
<br />LTS 2015
<br />1105
<br />CIJ 12' A,T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (10)10dOD 0d TO WO
<br />USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) 10d x 1 12', 2-1/2'
<br />0
<br />Z
<br />HTT4
<br />4455
<br />WTT45
<br />4160
<br />(1) S/8' ATR IN HIGH STRENGTH EPDXY (MIN 1' EMBED,) IN CONC, (18) SD-10 X 112' (USP: (20) Ibd X 2-12')
<br />UBP HAS MORE NAIL OPTIONS: (20) led, (20) led x 1-12', (20) Ibd x 2 12'
<br />Q
<br />NTT5
<br />Sew
<br />WTT45
<br />5005
<br />(U 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC„ (26) 16d X 2 12' (USP: (20) 16d X 2-12')
<br />USP WAS MORE NAIL OPTIONS: (28) led, (28) 10d x 1-12, (20) 16d x 2 12'
<br />HHDQII-SDS 25•
<br />II,BIO
<br />UPHD 11
<br />1435S
<br />(1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 10' EMBED.) IN GONG, (24) SDS Y, x 2)Y WOOD SCREWS (USP: (24) W63 WOOD SCREWS)
<br />HD15
<br />6645
<br />TDX 1e
<br />10140
<br />(D 1/8' AU5. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED-) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/B' BOLTS)
<br />(n
<br />MBHA 356/1125
<br />3415
<br />5330
<br />NFM35XI2U
<br />25B0
<br />1130
<br />SIMPSON: (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN 605' EMBEDMENT) IN CIIA TOP, (1) 3/4'
<br />AT,R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M U. FACE, (IBAOcl TO BEAM
<br />USP, (I) 12' J-BOLT W/ MINIMUM 6: EMBED. i NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />T JOIST
<br />w
<br />HUSC412 (WOOD)'�-�
<br />2660 (FLR)
<br />NU9412IF
<br />3060
<br />2110 (FLR)
<br />(10) 16d TO HEADER (10) Ibd TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />WX410 (CMU)
<br />1800
<br />4WO
<br />W0410 IF
<br />1305
<br />50M
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD: (USP, (10) 1/4' x 3' W53 SCREWS, (10) led TO WOOD.
<br />USP (20) 3/IS' TAPPER•, (10) led TO WOOD
<br />F6IC210-2 (CMJ)
<br />1000
<br />5085
<br />H0210-21F
<br />1305
<br />5000
<br />(10) V4' x 2-3/4' TITEN (9 PER FLANGE) TO C'U, (10) 10d TO WOOD, (USP, (10) 1/4' x V LL83 SCREWS, (10) led TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) led TO WOOD
<br />HUC210-3 (CM)
<br />1800
<br />Sees
<br />HD210-31F
<br />1305
<br />5000
<br />(10) 114x 2-3/4' TITEN (9 PER FLANGE) TO CMU, 00) led TO WOOD: (USP: (18) 1/4' x V W83 SCREWS, (10) led TO WOOD.
<br />USP (20) 3/16' TAPPER•, (10) led TO WOOD
<br />LGUM26-2-906
<br />1430
<br />SSW
<br />1.6t"6-2
<br />ll
<br />2125
<br />6065
<br />(4) 3/8' x 4' TITEN WD ANCHORS e2 PER FLANGE) TO CM, (4)1/4* X 2 V2' 8DS 51-REIW TO WOOD,
<br />USP (4) 3/8' X 4' T.s W93 SCREWS
<br />HIGH STRENGTH EPDXY . SIMPSGN 'SET EPDXY -TIE'. CONTACT THE AF2GHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />• WHERE ANCHOR EMBEDMENT I$ GREATER THAN 1' DEEP, THE VERTICAL CELL IN C11I11. WALL MUST BE FILLED SOLID W/ GROUT,
<br />.• 10d COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION
<br />V)
<br />+ « MINIMIM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V
<br />LLI
<br />H
<br />O
<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 />16 USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
<br />USE OF EXPANSION ANCHOR$ WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST NAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'W*W WIND -RESISTANT CONSTRUCTION F-C-NUIRCAGI6, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 2 MASONRY
<br />CATALOG C-SAS-2012 1 USP STRUCTURAL CONNECTORS 20115-2016.
<br />HEADEE SFAA UHART
<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 />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 5'-0'
<br />DBL 2 x 8
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />W-4' TO W-0'
<br />DBL 2 x 12
<br />V-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />V-0' TO
<br />8'-0'
<br />UN.O.
<br />4'-11 1/2'
<br />1'-II I/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 />1
<br />2
<br />AT EACH END OF HEADER
<br />3
<br />2 x 12
<br />"2 SYP)
<br />1/I6' 05B
<br />NAIL (3) 12d m 6'-8' O.G.
<br />1. 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 />' TRU95 TO WOOD FRAMING SHALL BE MT5-12
<br />3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
<br />TRUSS MANUFACTURER.
<br />4. REFER TO TRUS5 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 U,N.O ON FRAMING PLAN
<br />Co. MIN. 2X4 HIP CUT BLOCKING SECURED W13-106 GUN NAILS OR 3-126 HAND DRIVES o 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 />S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C H I T I C T S 1
<br />6
<br />Design
<br />Grou
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 3275D
<br />PH: 407-7746078
<br />FAX 407-7744078
<br />www.a bdeslgngroup.cem
<br />AA 8: 0003325
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<br />StmDIR as TAT
<br />SILVERADO
<br />LOT #2
<br />BLK #7
<br />PROJErCT#
<br />04128.000-00271
<br />MCDZU i
<br />4EBB
<br />"1828—CALI"
<br />GARAGE! SIWMG:
<br />LEFT
<br />PAGE.."
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />ARCHITECT:
<br />STATE OF FLORIDA
<br />CT
<br />D � 10/20/17
<br />SCALEk 1/4"=1'-0"
<br />01130"
<br />4.1
<br />
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