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CONNECTOR
<br />SCHEDULE CONTROL DATE: 0I-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) I6d 2-PLY, (USP, (10) 10d X 1 1/2' - NO I6d OPTION)
<br />(2) META-16
<br />f"S
<br />(2) HTA 16-18
<br />20"
<br />(10) 10d x 1 12' 1-PLY, (USP: (10) 10d x 1 129
<br />2515
<br />(14) I6d 2-PLY (USP: NO I6d OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1810
<br />(W 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 1/2', NO I6d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(5) 10d x 1 1/2' 1-PLY, (8) 16d 2-PLY USP: 00) 10d x 1 1/2', NO l6d OPTION
<br />>_
<br />Of
<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 />2500
<br />(12) I6d 2-PLY (USP: NO I6d OPTION)
<br />Z
<br />O
<br />LGT-2
<br />260
<br />LUGT-2
<br />15"
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP, BLK (5) 1/4' WB, WOOD (16) 10d
<br />DETAL-20
<br />2480
<br />OWTA-20
<br />2430
<br />(IS) - 10d x 1 1/2, 1 PLY
<br />MGT
<br />396E
<br />MUGT
<br />4115
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 1001 TO WOOD)
<br />HGT-2
<br />mmm
<br />HUGT-2
<br />S w
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3
<br />10030
<br />HUGT-3
<br />S660
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (ib) 10d TO WOOD (USP: WOOD (W 10d)
<br />LGT3-SD825
<br />3285
<br />LUGT-3
<br />3525
<br />(12) SIDS I/4'x3' TO GIRDER (4) 3/6' x 5' TITEN HO TO WALL (USP: CONC. (4) 3/$' X 5' UEDGE BOLT, WOOD (12) W$25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />I210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x 1-1/2' (USP, (10) 10d x 1 I/2'
<br />VGT
<br />4540
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), !16)-SDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/S' A.T.R IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (32)-508 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />IM&
<br />(14) 10d x 1 1/2' (USP, (14) Od x 1 1/1', (14) 101d)
<br />HT$-16
<br />ISO
<br />HTW 16
<br />1260
<br />(16) 10d x 1 1/2' __(USP, (16) IOd x 1 V2% (I6) 10d)
<br />14TS-20
<br />1450
<br />14TW 70
<br />S30
<br />(24) 10d x 1 1/2' (USP, (24) 10d x. 1 1/2', (20) 10d)
<br />14T$-24
<br />W"
<br />HTW 24
<br />1530
<br />(24) Wd x 1 1/2' (USP, (24) 10d x 11/2', (20) 10d)
<br />LSTA-12 ++
<br />S25
<br />LSTA 12
<br />Sw
<br />(10) I0d USP, (10) lod
<br />LSTA-IS .+
<br />1235
<br />LSTA 18
<br />1235
<br />(14) 10d USP: (w) iod
<br />META-UB a
<br />MIS
<br />MSTA-10
<br />1310
<br />(14) 10d USP, (w) loci
<br />N
<br />MSTA-24 .+
<br />U540
<br />MSTA-24
<br />1640
<br />(18) 10d USP: (18) I0d
<br />MIOTA-30 +•
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 10d USP, (22) Wd
<br />MSTA-36 +a
<br />2050
<br />MSTA-36
<br />2065
<br />(26)10d USP, (26)10d
<br />�—
<br />MST]-36
<br />3800
<br />KSTI 236
<br />3850
<br />(36) 10d x 1 1/2' USP; (36) 10d x 1 1/2'
<br />V)
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(48) 10d x 1 1/2' USP: (48) 10ci x 1 1/2'
<br />Hb
<br />S50
<br />LFTA 6
<br />1210
<br />(0) 8d TO PLATE$, (8) 8d TO STUDS (USP: (16) Sd x 1 12', (16) 8d)
<br />SP4
<br />885
<br />SPT 4
<br />S45
<br />(6) 10d x 1 12' TO STUDIO USP: (W 10d x 1 12' TO STUDS
<br />A34
<br />3S5
<br />MP 34
<br />360
<br />(4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x I M' TO BEAM, (4) Sd x I V2' TO POST.
<br />HCP2
<br />645
<br />WHOP 2
<br />Boo
<br />(12) 10d x 1 1/2' USP: (10) lod x 1 12' TO TRUSS, (10) 101cl X 1 12' TO PLATE
<br />H10A
<br />1140
<br />RT I6A
<br />13W
<br />(18) 10d x 1 12' USP: (5) 10d x 1 12' TO TRUSS, (8) l0d X 1 12' TO PLATE
<br />VGT A HDU4
<br />4S40
<br />PHD 4A
<br />5215
<br />OW-606 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
<br />USP, 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
<br />VGT 4 HD15
<br />4540
<br />TDX 10
<br />10140
<br />(*)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER2PLY
<br />U$P: 1/0' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS
<br />A15U 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(U 5/8' A.TR IN HIGH STRENGTH EPDXY, !MIN, 1' EMBED7 IN CONC, (12) 16d TO WOOD USP: SAME AS SIMPSON
<br />AISU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />16005
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12A&6 TO WOOD USP: SAME AS SIMPSCN
<br />N
<br />LTTIS ..
<br />+.++
<br />1340
<br />LTS 15
<br />1205
<br />(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8X0d TO WOOD USP, SAME AS SIMI-SON
<br />0
<br />LTT208
<br />1500
<br />LTS 20B
<br />1105
<br />(1) 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (10)10d TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10)10d, (10) 10d x 1 12', 2-12'
<br />=
<br />(-)
<br />Z
<br />HTT4
<br />44S5
<br />HTT45
<br />4160
<br />W 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (IS) SD10 X 1 12' (U$P: (20) I6d X 2-12V
<br />USP HAS MORE NAIL OPTION& (20) 10d, (20) 10d x 1-V2', (20) I6d x 2 12'
<br />Q
<br />HTT5
<br />Sow
<br />H7745
<br />5005
<br />(I1 5/8' A.TR IN HkaH 97RENGTH EPDXY IMM. 1' EMBED) IN CONC., [26) I6d X 2 12' (USP: l20) I6d X 2-12')
<br />USP HAS MORE NAIL OPTION& (28) 10d, (28) 10d x 1-12', (20) I66 x 2 V2'
<br />HHDQII-SDS 25.
<br />11,810
<br />UPHD 11
<br />14355
<br />(U 1' A.TR IN HIGH STRENGTH EPDXY, (MIN. IV' EMBED.) IN CONC, (24) SD$ );' x 7$' WOOD SCREWS (USP: (24) US3 WOOD SCREWS)
<br />H018
<br />&645
<br />TDX 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) 1/0' BOLTS)
<br />V)
<br />MBI4A 356/1125
<br />3415
<br />5330
<br />NFM35XI2U
<br />2580
<br />1130
<br />SIMPSON, (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CMW. TOP, (U 3/4'
<br />A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CPU FACE, 0SA0d TO BEAM
<br />USP: lU V2' 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 />Lv
<br />0
<br />HUIOC412 !WOOD)
<br />3635
<br />2660 (FLR)
<br />I-IU84121F
<br />3060
<br />2110 (MLR)
<br />(10) lbd TO HEADER, (10) I6d TO WOOD USP: GAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />1800
<br />4520
<br />HD410 IF
<br />1305
<br />Sow
<br />(18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP= (I8) 1/4• x 3' WS3 SCREWS, (10) 10d TO WOOD.
<br />USP (20) BAW TAPPER., (10) 10d TO WOOD
<br />HUC210-2 (CMU)
<br />1800
<br />5085
<br />W0210-21F
<br />1305
<br />sow
<br />(18) 1/4'. 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (W I/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) 10d TO WOOD
<br />1-1110210-3 (CMU)
<br />1800
<br />5085
<br />W0210-BF
<br />1306
<br />5000
<br />08) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CHU, (10) 10d TO WOOD: (USP: (I8) 1/4' x V WS3 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) 10d TO WOOD
<br />LGUM26-2-SD5
<br />1430
<br />5585
<br />W24 M26-2
<br />2125
<br />6065
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CI-U, (4) 1/4' X 2 12' SDS SCREWS TO WOOD,
<br />USP (4) / 4' WEDGE BOLT.j
<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 IN CM.U. WALL MUST BE FILLED SOLID wJ GROUT.
<br />+ U0d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 2316 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />+. MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />LEI
<br />O
<br />A.TR... 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 f2PSPON&BLE 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 A$TM-A153
<br />USE OF EXPANSION ANCHOR$ 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' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP 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 1'-0'
<br />DEL 2 x 10
<br />1'-0' TO 10'-0'
<br />DBL 2 x 12
<br />10'-O' 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-0' TO 6'-4'
<br />DBL 2 x 10
<br />b'-4' TO B'-0'
<br />DBL 2 x 12
<br />W-O' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />B'-0'
<br />U.N.O.
<br />4'-II 1/2'
<br />1'-II 1!T'
<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 />2 x 12
<br />('2 SYP)
<br />1/16' OSB
<br />NAIL (3) 12d • 6'-8' O.C.
<br />TYP. 2x12 BM., HDR.
<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 />B. TRU55 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 5IZE 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 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 />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 />9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />ARC N I T E C T R-1
<br />5
<br />Design
<br />Grou .. .
<br />41 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-7744078
<br />www.abdesigngroup.wm
<br />AA B: 0003325 A
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<br />$UDDIV. at LOT
<br />SILVERADO
<br />LOT #13
<br />BLK #6
<br />PROJZCCT#
<br />04128.000-01361
<br />1RODZRIs
<br />4EHB
<br />"2605-HAYDEN"
<br />CARA Z $MINUS:
<br />LEFT
<br />PAC &
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />PRERT
<br />DATO 11/7/17
<br />NCAT.s 1/4"=1'-0"
<br />allro 'P
<br />N. 7 .1
<br />
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