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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-16
<br />1450
<br />HTA 16-16
<br />1400
<br />(1) Wd x 1 1/2' I -FLY, (6) 16d 2-PLY, (USP: (10) Wd X 1 1/2' - NO 16d OPTION)
<br />(2)META-16
<br />1985
<br />(2) VITA I6-I8
<br />2800
<br />(10) Od x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/2')
<br />1900
<br />(14) 16d 2-PLY (USP: NO 16d OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1615
<br />(9) 10d x 1 1/2' 1-PLY, (8) 16d 2-PLY USP: (W) 10d x 1 1/2', NO 16d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1615
<br />(W 1Od x 1 1/2' 1-PLY, (0) 16d 2-PLY USP, (10) Od x 1 12', NO Ibd OPTION
<br />>-
<br />(2) HETA-20
<br />2035
<br />(2) PTA-20
<br />3110
<br />(10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2'
<br />2500
<br />(12) 16d 2-PLY (USP: NO Ibd OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1915
<br />(1) - 1/4' x 2 114' TITEN, 2 PLY (USP: BILK (5) 1/4' WB, WOOD (16) 10d
<br />V)
<br />DETAL-20
<br />2480
<br />NO USP CONVERSION FOR SIMPSON DETAL-20
<br />OW - 10d x 1 1/2, 1 PLY
<br />Q
<br />MGT
<br />3965
<br />MUGT
<br />4000
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. W EMBED), (22) Od TO WOOD CUSP: (28) Imd TO WOOD)
<br />14ST-2
<br />10900
<br />HUGT-2
<br />5365
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (if.) 10d TO WOOD (USP: WOOD (6) 10d)
<br />HGT-3
<br />10530
<br />HUGT-3
<br />S365
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 1V EMBED), (16) 10d TO WOOD CUSP: WOOD (8) Wd)
<br />LGT3-SDS25
<br />3285
<br />LUST-3
<br />5330
<br />(12) $09 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1425 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1555
<br />(10) 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 HIGH STRENGTH EPDXY (MIN. 12' EMBED), lib)-SDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />I595
<br />(14) 101 x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d)
<br />HTS-16
<br />1150
<br />HTW 16
<br />1660
<br />(16) ICOd x 1 1/2' (USP: (16) 10d x 1 12', (16) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />2045
<br />(24) 10d x 1 12' (USP: (24) 10d x 1 1/2', (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />2045
<br />(24) 101d x 1 12' (USP: (24) 10d x I UV, (20) 10d)
<br />LSTA-12 +
<br />'325
<br />LSTA 12
<br />910
<br />(10) 10d USP: (10) 10d
<br />LSTA-18 -
<br />1235
<br />LSTA 18
<br />1360
<br />(14) 10d USP: (14) 10d
<br />MSTA-18 ++
<br />1315
<br />MSTA-18
<br />1315
<br />(14) 10d USP: (14) 10d
<br />N
<br />MSTA-24 +•
<br />1640
<br />MSTA-24
<br />1150
<br />(15) 10d USP: (18) 10d
<br />CL
<br />MSTA-30 «
<br />2050
<br />M5TA-30
<br />2140
<br />(22)10d USP: (22)10d
<br /><
<br />MSTA-36 .
<br />2050
<br />M5TA-36
<br />2525
<br />(2( )10d USP: (26)101d
<br />(--
<br />M6TI-36
<br />3000
<br />KSTI 236
<br />3090
<br />(36) 10d x 1 1/2' USP: (36) 10d x 1 1/2'
<br />N
<br />MSTI-49
<br />5065
<br />KTSI 24S
<br />4250
<br />(48) 10d x 1 I/2' USP: (40) 10d x 11/2'
<br />H6
<br />950
<br />LFTA 6
<br />1595
<br />(0) Od TO PLATES, (8) 8d TO STUDS (USP: (16) 8d x 1 1/2', (I6) ad)
<br />SP4
<br />885
<br />SPT 4
<br />S45
<br />(6) 10d x 1 12' TO STUDS USP: (6J 10d x 1 1/2' TO STUD6
<br />A34
<br />395
<br />MP 34
<br />410
<br />(4) 8d a 1 1/2' TO BEAM, (4) ed x 1 1/2' TO POST. USP: (4) 8d x 1 I/2' TO BEAM, (4) Sd x 1 112' TO POST.
<br />NGP2
<br />645
<br />HHCP 2
<br />1010
<br />(12) 10d x 1 1/2' USP: (10) 10d x 1 I/V TO TRUSS, (10) 10d X 1 1/2' TO PLATE
<br />HIOA
<br />1340
<br />RT 16A
<br />2180
<br />(10) 10d x 1 12' USP: (9) [Old x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' i0 PLATE
<br />YGT HDU4
<br />4565
<br />PHD 4A
<br />4535
<br />lib)-SDS 1/4'x3' TO WOOD, (10)-SDS I/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (I0) WSW WOOD SCREWS
<br />vGi 4 14D115
<br />4940
<br />TOX 10
<br />5110
<br />(1b)-505 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIA5HER2PLY
<br />USP: 1/0' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS
<br />ABU 44
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />ABU 66
<br />2300
<br />120M
<br />PAU 66
<br />2535
<br />13815
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. l' EMBEDJ IN CLJNC., (12)16d TO WOOD USP: SAME AS SIMPSON
<br />N
<br />LTTI9 ••
<br />1340
<br />LTS 19
<br />1205
<br />(1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (eAod TO WOOD USP: SAME AS SIMPa N
<br />=
<br />LTT20B +•+
<br />1500
<br />LTS 206
<br />1105
<br />CI1 12' A.TR IN HIGH STRENGTH EPDXY, (MIN. I' EMBEDJ IN GONG- (10A0d TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 I/2', 2-1/2'
<br />U
<br />Z
<br />HTT4
<br />4455
<br />HTT4
<br />4465
<br />(U 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (19) SD90 X 11/2' (USP: (20) Ibd X 2-1/2')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (201 10d x 1-1/2', (201 Ibd x 2 12'
<br />Q
<br />HTT5
<br />S090
<br />HT75
<br />5430
<br />(1) 5/8' A.TR. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) 16d X 2 1/2' (USP: (20) 16d X 2-IR')
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2% (201166 x 2 1/2'
<br />HHDOII-SDS 25+
<br />IIA10
<br />UPWD 11
<br />12090
<br />(1) 1' ATR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC- (24) SDS I'' x * WOOD SCREWS (USP: (24) W83 WOOD SCREWS)
<br />HD1B
<br />6645
<br />TDX 10
<br />5110
<br />(I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/6' BOLTS)
<br />(n
<br />MBHA 356N25
<br />3415
<br />5330
<br />NFM35X12U
<br />3165
<br />1130
<br />91MP90N: (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (1) 3/4'
<br />AIR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18)10d TO BEAM
<br />USP: (I) I/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LE59 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDHEAO DYNA BOLT SLEEVE ANCHOR OR EO. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />T JOIST
<br />W
<br />(J`
<br />HUSG412 (WOOD)
<br />3635
<br />2660 (FLR
<br />HUS4121F
<br />3060
<br />2530 IFLRI
<br />(10) 16d TO HEADER, (10) 16d 70 WOOD USP: GAME AS SIMPSON
<br />3265 (ROOF)
<br />3225 (ROOF)
<br />QHUC410
<br />(CMU)
<br />1810
<br />5005
<br />HD410 IF
<br />P05
<br />3115
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
<br />=
<br />HUC-210-2 (CM)
<br />1810
<br />5085
<br />WD210-21F
<br />1905
<br />3115
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) I/4' x 3' WS3 SCREWS, 00) 10d TO IIIOOD
<br />WUC210-3 (CMU)
<br />1810
<br />4000
<br />WD210-31F
<br />1905
<br />3115
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLAW E) TO CMU, (10) 10d TO WOOD, (USP: (18) 1/4'. 3' WS3 SCREWS, (10) 1041 TO WOOD
<br />1-6UM26-2-SD5
<br />1 1430
<br />1 $595
<br />1 NO U5P CONVERSION FOR SIMPSON LGUM26-2-90S
<br />(4) 3/0' x 4' TITEN HO ANCHORS (2 PER FLANGE) TO CMU, (4)1/4' X 2 12' SDS 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 ADHESrVE
<br />ANCHORING SYSTEMS.
<br />WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CM11. WALL MST BE FILLED SOLID w/ GRO1T.
<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 IS REOJIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION,
<br />V)
<br />+ MINIMUM EMBEDMENT INTO THE TOP OF A BCNDBEAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />LJ
<br />i -
<br />A.T.R. • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />OBECAUSE
<br />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 />IS USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
<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-20W , 'HIGH WIND -RESISTANT CONSTRUCTION C-40M, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
<br />C-SA5-2012.
<br />SOFFIT SHALL COMPLY WITH FDCR 5TH EDITION R703.1.3
<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 />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 />6'-4' TO 8'-0'
<br />DBL 2 x 12
<br />6-0' 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 />UND.
<br />4'-II I/2'
<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 />2 x 12
<br />(-2 SYP)
<br />lAC.' 0515
<br />NAIL (3) 12d o 6'-8' O.G.
<br />TYP. 2x12 BM./HDR.
<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 />Co. MIN, 2X4 HIP CUT BLOCKING SECURED W/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 WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
<br />B.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 />nrT v
<br />A R C N I T E C T !6
<br />mts n
<br />Group
<br />141 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407.774.4078
<br />www.a bdesigngroup.com
<br />AA A: 0003325
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<br />SILVERADO
<br />LOT 8
<br />BLK 1
<br />PROJECT
<br />04128.00 -08001
<br />MODEL:
<br />4EBB
<br />"1828- CALI"
<br />GARAOE $WING:
<br />RIGHT
<br />PAGE
<br />CONNECTOR
<br />SCHEDULE
<br />ARCHRECT:
<br />STATE OF FLORIDA
<br />Daurr
<br />ATE: 10 /21 /16
<br />SCALE: 1 /4"=1' - 0"
<br />8Ilzmw
<br />4.1
<br />
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