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CONNECTOR SCHEDULE ICONTROL DATE: 01.05-1
<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-I6
<br />1625
<br />(0) 10d x 1 1/2' I -PLY, (b) 16d 2-PLY, (USP: (10) IOd X 1 1/2, - NO 16d OPTION)
<br />(2) META-16
<br />PJ85
<br />(2) HTA 16-I0
<br />2000
<br />(10) IOd x 1 12' I -PLY, (USP: (10) led x 1 1/2')
<br />2515
<br />(14) Ibd 2-PLY (USP: NO I6d OPTION)
<br />14ETA-16
<br />law
<br />HTA W
<br />1810
<br />(9) lied x 1 12' I -PLY, (a) I6d 2-PLY USP: (10) 10d x 1 1/1', NO Ibd OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />laic
<br />(9) IOd x 1 12' I -PLY, (8) 16d 2-PLY USP: (10) IOd x 1 12', NO Ibd OPTION
<br />r
<br />�i
<br />Z
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) 10d x 1 12' I -PLY USP: (10) 10d x 1 1/2'
<br />25"
<br />(12) Ibd 2-PLY (USP; NO Ibd OPTION)
<br />O
<br />LGT-2
<br />250
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 114' WB, WOOD (16) Wal
<br />V)
<br />DETAL-20
<br />24M
<br />DWTA-20
<br />2430
<br />(I8) - 10d x 1 12, 1 PLY
<br />MGT
<br />3969
<br />MUGT
<br />4115
<br />(I) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) IOd TO WOOD)
<br />HGT-2 •
<br />10980
<br />HUGT-2
<br />919m
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (16) 10d TO WOOD (USP: WOOD (a) 10d)
<br />HGT-3
<br />10530
<br />6WT-3
<br />5060
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN.12* EMBED), (16) ]Old TO WOOD (USP: WOOD (8) 10d)
<br />LGT3-SD82.5
<br />3285
<br />LUGT-3
<br />3525
<br />(12) SDS 1/4'x3' TO GIRDER, (4) 3/0' x V TITEN ND TO WALL (USP: CONC. (4) 3/8' X Y WEDGE BOLT, WOOD (12) WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) IOd x 1-12' (USP; (10) 106 x 1 12'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(I) 5/6' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (W.)-SOS I/4'X3' TO WOOD
<br />(2) VGT
<br />11a5
<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 />1155
<br />(14) 1" x 1 12' (USP, (14) IOd x 112', (14) IOd)
<br />HTS-16
<br />1150
<br />HTW I6
<br />1260
<br />(16) 10d x 1 12' (USP: (I6) 1" x 1 12', (16) IOd)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) 10,1 x 1 1/2' (USP; (24) 10d x 1 12', (20) 10d0
<br />HTS-24
<br />1460
<br />HTW 24
<br />1530
<br />(24) 10d x 1 12' (USP: (24) 10d x 1 12', (20) 1Od)
<br />LSTA-12 •
<br />$25
<br />LSTA 12
<br />530
<br />(10) lied USP, (10) 10d
<br />LSTA-18 •
<br />1235
<br />LSTA 18
<br />1235
<br />(14) 10d USP: (I4) 1"
<br />MSTA-18 •.
<br />1.115
<br />MSTA-18
<br />1310
<br />(14) 10d USP: (14) Tied
<br />N
<br />MSTA-24 ..
<br />1640
<br />MSTA-24
<br />1640
<br />(18) led USP: (18) IOd
<br />Q_
<br />MSTA-30 ••
<br />2050
<br />MSTA-30
<br />2065
<br />(22) IOd USP: (22) 10d
<br />MSTA-36 ••
<br />20SO
<br />MSTA-30b
<br />2065
<br />(26) I0d USP: (26) 10d
<br />MSTI-36
<br />3000
<br />KSTI 236
<br />3890
<br />(36)10.1 x 1 12' USP: (36) IOd x 1 12'
<br />N
<br />MOTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(48) IOd x 112' USP: (48) led x 1 12'
<br />616
<br />550
<br />LFTA 6
<br />1210
<br />(8) Sd TO PLATES, (8) Sd TO STUDS (USP: (16) 8d x 1 12', (16) Sd)
<br />SP4
<br />8a5
<br />SPT 4
<br />545
<br />(6)10d x 112'TO STUDS USP:(6)IOd x 112'TO STUDS
<br />A34
<br />395
<br />MP 34
<br />3ac
<br />(4) 8d x 1 12' TO BEAM, (4) Sd x 1 1/2 TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8cl x 1 12' TO POST.
<br />HCP2
<br />645
<br />WHOP 2
<br />ace
<br />(W 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) led X 1 1/2 TO PLATE
<br />HIOA
<br />1140
<br />RT IBA
<br />Mw
<br />(10) Icd x 1 12' USP: (5) 10d x 1 1/7' TO TRUSS, (8) 10d X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4540
<br />PHD 4A
<br />5215
<br />C16)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSN)ASHER2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (IO) W83 WOOD SCREWS
<br />VGT 4 HD-IB
<br />4940
<br />TDX 10
<br />10140
<br />(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAAASHE"PLY
<br />USP: 1/8' ATR MIN. 'VEMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRII-BOLTS
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC., (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />23"
<br />12000
<br />PAU 66
<br />23W
<br />16005
<br />(U 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EME:ED.) IN CONC, (12)I6d TO WOOD USP; SAME AS SIMPSON
<br />N1340
<br />LTS 19
<br />ROS
<br />(I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (6)10d TO WOOD USP; SAME AS SIMPSON
<br />O1500
<br />=
<br />F�4TT4
<br />LTS 20B
<br />Tics
<br />(1) 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.'1' EMBED.) N GONG, (IOAOd TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) led x 1 12', 2-1/2'
<br />U4455
<br />ZUSP
<br />HTT45
<br />41b0
<br />(U 5/8'ATR. IN HIGH STRENGTHEPDXY (MIN. VEMBED,) IN CONC., (10) SD-10 X 112'(USP: (20) I6d X 2-12')
<br />HAS MORE NAIL OPTIONS, (20) IOd, (20) 1" x 1-12', (20)I6d x 2 I2'
<br />Q5090
<br />HTT45
<br />5005
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 1' EMBED) IN CONC., (26) I6d X 2 12' (USP: (20) Ibd X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (29) 10d .1-1/2', (20) Ibd x 2 1/2'
<br />HHDQII-SDS 2.5•
<br />11810
<br />UPHD 11
<br />14395
<br />(I) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 10' EMMD.) IN CONC., (24) SDS Y.' x 2)f' WOOD SCREWS (USP: (24) W63 WOOD SCREWS)
<br />HD15
<br />6645
<br />TDX 10
<br />10140
<br />(U 1/91' AS. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP. (4) 1/0' BOLTS)
<br />N
<br />MBHA 3-56/II25
<br />3415
<br />5330
<br />NFM35X12U
<br />2580
<br />1130
<br />SIMPSON: (U 3/4' A.T.R. IN HIGH 9TRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C1t1AL TOP, (1) 3/4'
<br />A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 905' EMBEDMENT) IN CMU. FACE, (IS)IOd TO BEAM
<br />USP; (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE,
<br />(14) 10d AT JOIST
<br />W
<br />0
<br />HU9C4 2 MOOD)
<br />3635
<br />2660 (FLR)
<br />HU84121F
<br />3060
<br />2110 (FLR)
<br />10J I6d TO HEADER, (IO) Ibd TO WOOD USP: SAME AS SIMPSON
<br />3265 !ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC41m (CMW
<br />1800
<br />4WO
<br />HD410 IF
<br />1305
<br />5000
<br />(I8) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (19) 114' x 3' WS3 SCREWS, 00) 10d TO WOOD.
<br />USP (20) 3AW TAPPER-, (10) 10d TO WOOD
<br />=
<br />HUC210-2 (CMU)
<br />low
<br />5085
<br />ND210-21F
<br />1305
<br />5000
<br />(18)I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1041 TO WOOD: (USP: (10) 1/4' x 3' WS3 SCREW&, (10) IOd 70 WOOD.
<br />USP (20) 3/16' TAPPER-, (10) 10d TO WOOD
<br />HUC210-3 lGMLU
<br />Iwo
<br />5085
<br />HD210-31F
<br />1305
<br />5000
<br />(16) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (10) 1/4' x 3' WS3 SCREW&, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) 10d TO UIOOD
<br />LGUM26.2-SDS
<br />1430
<br />5555
<br />LGUM26-2
<br />2125
<br />6065
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CM, (4) 1/4' X 2 12' SDS SCREWS TO WOOD,
<br />USP (4) 3/8' X 4' WEDGE BOLT,i WS3 WOODSC W9
<br />HIGH STIENGTH 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 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT.
<br />.. Od COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 2.1% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 19 REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />MINIMUM EMBEDMENT INTO THE TOP O' A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />Ld
<br />1---
<br />O
<br />A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE O: 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 STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG 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 ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'NIGH WIND -RESISTANT CONSTRUCTION F-C-14WRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 U&P STRUCTURAL CONNECTORS 20115-2016.
<br />HhAllr;K �SYA1N U14AK f
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-4'
<br />DBL 2 x IS
<br />5'-4' TO 1'-V
<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'-O'
<br />DBL 2 x 8
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO W-O'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN (Pt.)
<br />UP TO
<br />5'-0' TO
<br />8.-O'
<br />U.N.O.
<br />4'-II 12'
<br />1 1'-11 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 />Fl 2 x 12
<br />2 SYP)
<br />1/16' OSB
<br />NAIL (3)12 • 6'-8' O.C.
<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 UJALL.
<br />• TRUSS 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 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 U.N.O ON FRAMING PLAN
<br />6. MIN. 2X4 HIP CUT BLOCKING SECURED 111/3-10d 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 UJALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRU55 BEARING.
<br />6.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER MATH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />&.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C R I T E C T 5 1
<br />6
<br />Design
<br />GrouP",��.
<br />Ai N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407.77"078
<br />FAX: 407'7744078
<br />www.abdesigngroup.com
<br />AA 8: 0003325 A
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<br />SURDIV. 41a LOT
<br />SILVERADO
<br />LOT #4
<br />BLK #7
<br />PROIWT#
<br />04128.000-00471
<br />u0DZGL:
<br />4EHB
<br />"2605-HAYDEN"
<br />OAI%AGR 8WING:
<br />RIGHT
<br />PAGM
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />panTr -1
<br />DAm 10/20/17
<br />SCALD: 1 /4"=1'— 0"
<br />S
<br />7.1
<br />
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