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'CONNECTOR SCHEDULE CONTROL DATE: 01-01-15
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-I6
<br />1450
<br />HTA 16-10
<br />1400
<br />(1) 10d x 1 1/2' I -PLY, (6) Ibd 2-PLY, (USP: 110) 10d X 1 1/2' - NO Ibd OPTION)
<br />(2)META-16
<br />1985
<br />l21 HTA 16-18
<br />2800
<br />(10) 10d x 1 1/2' I -PLY. (USP: (10) 10d x 1 1/2')
<br />1900
<br />1141 Ibd 2-PLY CUSP: NO 16d OPTION)
<br />HETA-16
<br />1610
<br />HTA I6
<br />ISM
<br />(9) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1615
<br />C9110d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 10.1 x 112% NO 16d OPTION
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3110
<br />(I0) 10d x 1 12' I -PLY USP: (10) IOd x 1 1/2'
<br />2500
<br />(12) Ibd 2-PLY (USP: NO 16d OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1915
<br />(1) - 114' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' LLB, WOOD (I6) 101d
<br />V)
<br />DETAL-20
<br />2400
<br />NO USP CONVERSION FOR SIMPSON DETAL-20
<br />08) - 10d x 1 112, 1 PLY
<br />MG7
<br />3965
<br />MRJCsT
<br />4000
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
<br />HGT-2
<br />109W
<br />HUGT-2
<br />9365
<br />(2) 3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3
<br />10530
<br />HUGT-3
<br />9365
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN_ 12' EMBED), (1( ) 10d TO WOOD (USP: WOOD (8) 10d)
<br />LGT3-50525
<br />3285
<br />LUGT-3
<br />5330
<br />(12) SDS 1/4'41/L' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X B' WEDGE BOLT, WOOD (12) WS25
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1425 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1555
<br />00) 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 HICsH STRENGTH EPDXY (MIN. 12' EMBED), 06)-506 1/4'X3' TO WOOD
<br />(2) VGT
<br />7185
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />l2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IY EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />15%
<br />(14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 101d)
<br />HTS-16
<br />1150
<br />HTW 16
<br />1660
<br />(I6) IOd x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />2045
<br />(24) 10d x 1 1/2' (USP: (24) 10d x 1 12', (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />2045
<br />(24) 10d x 1 12' (USP: (24) 10d x 1 12', (20) 10d)
<br />LSTA-12 .
<br />S25
<br />LSTA 12
<br />910
<br />(10) 10d USP: (10)10d
<br />LSTA-18 «
<br />1235
<br />LSTA 18
<br />1360
<br />041 10d USP: (14) 10d
<br />M5TA-18 +
<br />1315
<br />MSTA-18
<br />1315
<br />1w1.0d (14)10d
<br />V)
<br />M57A-24 .
<br />1640
<br />MSTA-24
<br />]ISO
<br />(16) IOd USP: (18) 10d
<br />CL
<br />MSTA-30 ..
<br />2050
<br />MSTA-30
<br />2140
<br />(22) 10d USP: (22) 10d
<br /><
<br />MSTA-36 .
<br />2050
<br />MSTA-36
<br />2525
<br />(26)10d USP: (26)IOd
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3090
<br />(36)10d x112' USP: (36)10d x112'
<br />V)
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />4250
<br />(48) 10d x 1 12' USP: (48) 10d x 1 12'
<br />H6
<br />S50
<br />LFTA 6
<br />IS%
<br />(a) ad TO PLATES, (8) 8d TO STUDS (USP: (I6) ad x 1 12', (16) ad)
<br />SP4
<br />SS5
<br />OPT 4
<br />945
<br />(b) 10d x 1 12' TO STUDS USP: !6) I" x 1 12' TO STUDS
<br />A34
<br />355
<br />MP 34
<br />410
<br />(4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 112' TO POST.
<br />HCP2
<br />645
<br />NHCP 2
<br />1010
<br />(12) 106 x 1 12' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 12' TO PLATE
<br />HIOA
<br />1340
<br />RT 16A
<br />2180
<br />(18) 10d x 1 1/2' USP: (9) 10.1 x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4565
<br />PHD 4A
<br />4535
<br />(lb)-SDS I/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W) THREADED ROD, (2) NUTSNIA5HER2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
<br />VGT 4 HD15
<br />4540
<br />TDX 10
<br />5110
<br />(16)-SDS 1/4'x3' TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY
<br />USP: 1/9' AIR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/V THRU-BOLTS
<br />ABU 44
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6175
<br />(I) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC- (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />ABU Sr.
<br />2300
<br />12000
<br />PAU 66
<br />2535
<br />13615
<br />(I) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (12Ar-1 TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />LTTI9 +
<br />1340
<br />LTS 19
<br />1205
<br />(I) 3/4' A.TR. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON
<br />O
<br />=I
<br />LTT20B ...
<br />1500
<br />LTS 20B
<br />1105
<br />(1) 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (10)10d TO WOOD
<br />USP: 3/4' AIR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-12'
<br />C)
<br />Z
<br />HTT4
<br />4455
<br />HTT4
<br />4465
<br />(I) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (10) SO-10 X 1 12' CUSP: (20) Ibd X 2-12')
<br />USP HAS MOIRE NAIL OPTIONS: (20) 10d, (20) IOd x 1-12', (20) Ibd x 2 12'
<br />Q
<br />HTTS
<br />Sow
<br />HTT5
<br />5430
<br />(U 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN 1' EMBED,) IN GONG., (26) Ibd X 2 12' (USP: (20) Ibd X 2-1/2')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (28) 10d x 1-12', (20)16.1 x 2 12'
<br />HHDQII-$D$ 25+
<br />11,510
<br />UPHD II
<br />12050
<br />lU 1' A.TR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC„ (24) SOS Ys' x 2Xi' WOOD SCREWS (USP: (24) W53 WOOD SCREWS)
<br />HD1B
<br />6645
<br />TDX 10
<br />5110
<br />(1)1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/5' BOLT$)
<br />V)
<br />MBHA 356/1125
<br />3415
<br />5330
<br />NFM35X12U
<br />3165
<br />1130
<br />SIMPSON: !1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMUU. TOP, (1) 3/4'
<br />A.T.R. IN NIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMEN7) IN CMW. FACE, (18N0d TO BEAM
<br />USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EWE OF CONC W/ 3/4' DIA ITW
<br />RAMSETREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />LJ
<br />0
<br />HU90412 (WOOD)
<br />3635
<br />2660 (FLR1
<br />HU$412IF
<br />3060
<br />2530 CFLR)
<br />(10) Ibd TO HEADER (IO) Ibd TO WOOD USP: SAME A9 SIMPSON
<br />3265 (ROOF)
<br />3225 (ROOF)
<br />QHUC410
<br />(CMU)
<br />1840
<br />5085
<br />H0410 IF
<br />1505
<br />3115
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO 1.1.1000: CUSP: (IS) 1/4' x 3' WB3 SCREWS, (10) 10d TO WOOD.
<br />=
<br />HUC210-2 (CMU)
<br />1810
<br />5085
<br />H0210-21F
<br />IS05
<br />3115
<br />08) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W83 5CR£W14, 00) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />1810
<br />4000
<br />HD210-31F
<br />1905
<br />3175
<br />(IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) Od TO WOOD
<br />LGUM26-2-SIDS
<br />1430
<br />5555
<br />1 NO USP CONvER51ON FOR SIMPSON LGUM26-2-505
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SOB SCREWS TO WOOD
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />+ WHERE ANCHOR EMBEDMENT IS GREATER THAN I'DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT.
<br />+. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />0
<br />+ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE V, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />W
<br />I—
<br />0
<br />A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
<br />18 USED.
<br />WHEN USING STAINLESS STEEL CONNECTOR$, 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-2013' , 'HIGH WIND-RE515TANT CONSTRUCTION C-HW09, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
<br />C-SA6-2012.
<br />SOFFIT SMALL COMPLY WITH FDCR 5TH EDITION R703.1.3
<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 />DEL 2 x 6
<br />UP TO 5'-0'
<br />DEL 2 x 8
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO 8'-0'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL 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'-11 1/2'
<br />T-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 ENE) OF HEADER
<br />1
<br />3
<br />2 x 12
<br />("2 SYP)
<br />VI6' 055
<br />NAIL (3) 12d ® 6'-8' O.G.
<br />TYP. 2x12 BM./HD&
<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 JOIST 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 TRUSSES.
<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/3-10d GUN NAILS OR 3-12d HAND DRIVES g 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 />'3.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 3 1
<br />Design
<br />Gr u 1. .
<br />41 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />AA #: 0003325
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<br />SVHDIV. de LOT:
<br />SILVERADO
<br />LOT 13
<br />BLK 1
<br />PROJECT#
<br />04128.000-13001
<br />1[ODEL:
<br />4EAB
<br />"1672— ARIA"
<br />GARAGE STUNG:
<br />LEFT
<br />PACE:
<br />CONNECTOR
<br />SCHEDULE
<br />50 MPH EXP. B-CC
<br />ARCFtl1ECT:
<br />STATE OF FLORIDA
<br />D � 11/04,
<br />SCALE: 1 /4"=1'- 0"
<br />altmm
<br />4.2
<br />
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