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CONNECTOR SCHEDULE I CONS DATE, 01-05-11
<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 16-18
<br />1625
<br />(8) 10d x 1 1/2' I -PLY, (6) 10d 2-PLY, (USP: (10) 10d X 1 1/2' - NO Ibd OPTION)
<br />(2) META-*
<br />1085
<br />(2) HTA 16 -is
<br />2800
<br />(10) 1" x 11/2' 1-PLY, (USP: (10) 10d x 1 1/2')
<br />2515
<br />(14) Ibd 2-PLY (USP: NO ibd OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1810
<br />(S) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) Wd x 1 1/2', NO 16d OPTION
<br />HETA-20
<br />ISO
<br />NTA 20
<br />laic
<br />(e) 10d x 1 1/2' I -PLY, (8) Yad 2-PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION
<br />Z
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) 10d x 1 1/2' I -PLY USP, (10) 10d x 1 1/2'
<br />2s00
<br />(12) 16d 2-PLY (USP, NO Ibd OPTION)
<br />O
<br />LGT-2
<br />260
<br />LUGT-2
<br />1550
<br />(1) - 1/4'. 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d
<br />(n
<br />DETAL-20
<br />2480
<br />DHTA-20
<br />2430
<br />(IS) - 10d x 1 1/2, 1 PLY
<br />MGT
<br />3e65
<br />MUGT
<br />4115
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12- EMBED), (22) 10d TO WOOD (USP: (20) Wd TO WOOD)
<br />HGT-2 .
<br />IC000
<br />HUGT-2
<br />e150
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (a) 10d)
<br />HGT-3
<br />Ic530
<br />4UGT-3
<br />e860
<br />(2) 3/4' A.TA. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), 06) 10d TO WOOD (USP: WOOD (8) I0d)
<br />LG73-SD925
<br />3285
<br />LUGT-3
<br />3525
<br />(12)SOS 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CCNC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W925)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />P310
<br />(10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2'
<br />VGT
<br />4e40
<br />NO USP CONVERSION FOR 51MP50N VGT
<br />(U 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6J-SDS I/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR SIMP50N (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 />Iles
<br />(14) 10d x 1 I2' (USP: (14) 10d x 1 1/2', (14) I0d)
<br />MTS-16
<br />1150
<br />HTW 16
<br />I26O
<br />(16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2% (16) 10d)
<br />MTS-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 />WTS-24
<br />WOO
<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 />e25
<br />LSTA 12
<br />S30
<br />(10) kDd USP: (10) 10d
<br />LSTA-18 ++
<br />1235
<br />LSTA IS
<br />1235
<br />(14) 10d USP: (14) 1"
<br />META-18 ..
<br />1315
<br />META-18
<br />1310
<br />(14) 10d USP: (14) 10d
<br />N
<br />M5TA-24 .+
<br />1640
<br />MSTA-24
<br />1640
<br />(15)10.1 USP: (10) 10d
<br />IL
<br />MSTA-30 ••
<br />2050
<br />META-30
<br />2065
<br />(22) 10d USP: (22) 10d
<br />MSTA-36 ••
<br />20"
<br />META-56
<br />2065
<br />(26)101d USP: (26)10d
<br />H
<br />MST]-3(.
<br />30"
<br />KSTI 236
<br />38e0
<br />(36) 10d x 1 12' USP: (36) l0d x 1 1/2,
<br />N
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(48) 10d x 1 12' USP, (48) and x 112'
<br />H6
<br />S50
<br />LFTA 6
<br />1210
<br />(8) 8d TO PLATES, (S) 8d TO STUDS (USP: (16) Sal x 112', (16) 8d)
<br />SP4
<br />885
<br />OPT 4
<br />e43
<br />(6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 12' TO STUDS
<br />A34
<br />3e5
<br />MP 34
<br />300
<br />(4) Od x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) Od x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
<br />MCP2
<br />645
<br />HMCP 2
<br />000
<br />(it) 10d x 1 12' USP: (10) Od x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE
<br />14104
<br />1140
<br />FIT 16A
<br />13W
<br />(10) 10d x 1 I2' USP: (e) 10d x I 1/2'TO TRUSS, (8) 10d X 112' TO PLATE
<br />VGT 4 HDU4
<br />4e40
<br />PHO 4A
<br />5215
<br />06)-8DS V4'x3' TO WOOD, (10)-8DS 1/4'x2 I2' W/ THREADED ROD, (2) NUTS/WA5HER2 PLY
<br />USP: 5/0' ATR MIN 1' EMBED SET IN HIC:H STRENGTH EPDXY, (10) W63 WOOD SCREWS
<br />VGT 4 140115
<br />4S40
<br />TDX 10
<br />10140
<br />(16)-806 1/4'xV TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY
<br />USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THpI-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(U 5/8' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12) Ibd TO WOOD USP, SAME AS SIMPSON
<br />ABU b6Z
<br />2300
<br />12000
<br />PAU 66
<br />2300
<br />16005
<br />(1) 5/0' A.T.R. IN W*W STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)Ibd TO WOOD U6P, SAME AS SIMPSON
<br />LTTIS +
<br />1340
<br />LTS It
<br />1205
<br />(U.$/4' A.T.R. IN HIGIN STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (B)IOd TO WOOD USP, SAME AS SIMPSON
<br />0
<br />a:
<br />LTT205 +++
<br />1500
<br />LTS 206
<br />i105
<br />(1) I2' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, MCA0d TO WOOD
<br />USP, 3/4' ATR MIN 1' EMBED BET IN HIGH STRENGTH EPDXY, (10) 10d, (IC) 10d x 1 I2', 2-I2'
<br />0
<br />Z
<br />HTT4
<br />4455
<br />14TT45
<br />4160
<br />(D 5/6' ATR IN HIGH STRENGTH EPDXY (MIN 1' EMBED) IN CONC, (18) 80'10 X 1 I2' (USP, (20) 16d X 2-127
<br />USP HAS MORE NAIL OPTIONS, (20) 10d, (20) 1Od x I-12', (20) Ibd x 2 1/2'
<br />Q
<br />HTTS
<br />50e0
<br />WTT45
<br />5005
<br />lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) Ibd X 2 I2' (USP: !20) Ibd X 2-127
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-I2', (20) Ibd x 2 12'
<br />HHDQII-SDS 25+
<br />i1,010
<br />UPHD II
<br />143S5
<br />(U 1' A:r.R IN HIGH STRENGTH EPDXY, (MIN m' EMBED.) IN CCNC, (24) SDS Y,' x A' WOOD SCREWS (USP: (24) UW WOOD SCREWS)
<br />ND1B
<br />6645
<br />TDX 10
<br />10140
<br />(D 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP, (4) 1/0' BOLTS)
<br />(n
<br />MEHA 356/1125
<br />3415
<br />5330
<br />NFM35XI2U
<br />2500
<br />113c
<br />SIMPSON: (U 3/4' ATR IN HKaH STRENGTH EPDXY, (MM. 6.15' EMBEDMENT) IN CMW. TOP, (1) 3/4,
<br />ATR WISH
<br />IN HH STREWTH EPDXY, (MIN CM. EMBEDMENT) IN C. FACE, (IOA0d TO BEAM
<br />USP. 0) 12' J-BOLT W/ MINIMUM 6, EMBED. t NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSETAREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. S'EMBED DEPTH INSTALLED IN THE FACE.
<br />T JOIST
<br />W
<br />(..)`
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HU54121F
<br />3060
<br />2110 (FLR)
<br />(10)16d TO HEADER (10) Ibd TO WOOD USP: SAME A0 SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />F#1C410 (CMU)
<br />1000
<br />4520
<br />MD410 IF
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (e PER FLANGE) TO CMU, (10) Od TO WOOD, (USP: (18) 1/4' x 3' WS3 SCREU.S, 00) 10d TO WOOD,
<br />USP (20) 3/16' TAPPER-, 00) 10d TO WOOD
<br />HUC210.2 lCMU)
<br />Is"
<br />5005
<br />HD210-21F
<br />1305
<br />5000
<br />(1W 114' x 2.3/4' TITEN (e PER FLAW.E) TO CHU, (10) 10d TO WOOD, (USP, (16) 1/4' x V W63 SCREIU3, (10) 104 TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />Woo
<br />50Bg
<br />HD210-31F
<br />1309
<br />s000
<br />(IS) 1/4.. 2-3/4' TITEN (e PER FLANGE) TO CMU, (10) 1041 TO WOOD, (USP, (18) V4' x 3' W03 SCREWS, (10) Vol TO WOOD.
<br />USP (20) 3A6' TAPPER-, (10) Waal TO WOOD
<br />LGUM26-2-0D0
<br />1430
<br />SSW
<br />LCAM26-2
<br />2125
<br />6065
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER PLANGEJ TO CMU, (4) 1/4' X 2 12' $D5 SCREWS TO WOOD,
<br />USP (4) 318' X 4' DGE T•! 3 SC T
<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 1' DEEP, THE VERTICAL CELL M C.M.U. WALL MUST BE FILLED SOLID w/ GLUT.
<br />•+ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d 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 />V1
<br />+++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE W, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V
<br />L!J
<br />I
<br />0
<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 MST 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 / MDG 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-G2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING ! FASTENING SYSTEMS FOR CONCRETE ! MASONRY
<br />CATALOG C-SAS-2012 ! 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 5'-4'
<br />DBL 2 x 8
<br />V-4' TO "I'-&
<br />DBL 2 x 10
<br />1'-0' TO 10'-C'
<br />DBL 2 x 12
<br />1C'-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 />W-C' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO W-0'
<br />DBL 2 x 12
<br />8'-O' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0.
<br />U.N.O.
<br />4'-II 1/2'
<br />j'-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 />I
<br />2
<br />AT EACH END OF HEADER
<br />3
<br />2 x 12
<br />(2 SYP)
<br />1/16' 03B
<br />NAIL (3) 12d A 6'-8' O.G.
<br />FRAMING NOTES:
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O.
<br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
<br />• TRUSS TO MASONRY/CONCRETE SHALL BE META -IS,
<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 7RUSSEB.
<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 W/3-106 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 />&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C N I T E C T
<br />6
<br />Design
<br />Grou 1�..
<br />41 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407.7746078
<br />FAX: 407-7744078
<br />www.abdesigngroup.00m
<br />AA 8: 0003325
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<br />SILVERADO
<br />LOT 25
<br />BLK 6
<br />PROJECT
<br />04128.000-02561
<br />MoDzu
<br />4EBB
<br />1828- CALI"
<br />LEFT
<br />PAGM:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />ARCHITECT:
<br />STATE OF FLOWDA
<br />y1 ;�,a
<br />ROLAND N AIRNO 93723 CRA
<br />D TM 11/1 /17
<br />BCAIR» 1/4"=1'-0"
<br />BI3luT
<br />4.1
<br />
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