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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 />NTA 16-I5
<br />1400
<br />(1) 10d x 1 I2' ]-PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 12' - NO Ibd OPTION)
<br />l21 META-16
<br />1985
<br />(2)HTA 16-18
<br />2800
<br />(10) 10d x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/2')
<br />1900
<br />(14) Ibd 2-PLY (USP: NO I6d OPTION)
<br />HETA-16
<br />1810
<br />HTA I6
<br />1615
<br />(9) 1Od x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 1" x 1 1/1', NO Ibd OPTION
<br />HETA-20
<br />ISO
<br />HTA 20
<br />1615
<br />(9) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2%NO I6d OPTION
<br />�-
<br />�.
<br />(2) "ETA-20
<br />2035
<br />C2>HTA-20
<br />3110
<br />(10) 10d x 112' I -PLY USP: (10) 10d x 1 1/1'
<br />25M
<br />(12) I6d 2-PLY (USP: NO Ibd OPTION)
<br />Z
<br />Q
<br />LGi-2
<br />2150
<br />LIXsT-2
<br />1915
<br />(l) - I/4' x 2 I/4' TITEN, 2 PLY (USP: BLK (5)1/4' LLB, WOOD (16) 10d
<br />V)
<br />DETAL-20
<br />24S0
<br />NO USP CONVERSION FOR SIMPSON DETAL-20
<br />(IS) - 10d x 1 12, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />40M
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. IY EMBED),. (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
<br />HGT-2
<br />10980
<br />HUGT-2
<br />9365
<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 />10530
<br />HUGT-3
<br />9365
<br />(2) 3/4' A.TR IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ib) 10d TO WOOD (USP: WOOD (8) 10d)
<br />LGT3-SDS2.5
<br />3286
<br />LUGT-3
<br />5330
<br />(12) 5D8 1/4'x2 12' TO GIRDER, (4) 3/8' x 5' TITEN ND TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W825
<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: (I0) 1Od x 1 12'
<br />VGT
<br />4540
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(U 5/V ATR 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) 5/8' 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 />15%
<br />(14) 10d x 1 12' (USP: (14) 10d x 1 1/2', 04) 10d)
<br />HTS-Ib
<br />1150
<br />NTW 16
<br />1660
<br />(I6) 10d x 1 1/2 (USP: CI6) 106 x 1 12', 06) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />2045
<br />(24) 10d x 1 12' (USP: (24) 10d x 1 12', (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />2045
<br />(24)10d x 112' (USP:(24)10d x 112',(20)10d)
<br />LSTA-12 +
<br />S25
<br />LSTA 12
<br />9l0
<br />(10) 10d USP: (I0) 10d
<br />LSTA-18 .
<br />1235
<br />LSTA IS
<br />1360
<br />(14) 10d USP: (I4) 10d
<br />MSTA-18 +
<br />1315
<br />MSTA-18
<br />1315
<br />(14) 10d USP: (14) 106
<br />N
<br />M6TA-24 •
<br />1640
<br />MSTA-24
<br />I150
<br />(18) 10d USP: (18) 10d
<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)10d
<br />MSTI-36
<br />3900
<br />KSTI 236
<br />3090
<br />C36) 10d x 112 USP: (3( ) 10d x 1 12'
<br />(n
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />4250
<br />(48) 10d x 1 12' USP: (48) 10d x 112'
<br />H6
<br />550
<br />LFTA 6
<br />555
<br />(8) Sd TO PLATES, (8) Sd TO STUDS (USP: (16) Sd x 1 12', (16) Sd)
<br />SP4
<br />885
<br />SPT 4
<br />S45
<br />(( ) 10d x 1 12' TO STUDS USP: (( ) 10d x 1 1)2' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />410
<br />(4) 5d x 1 1/2' TO BEAM, (4) Sd x 1 12' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />1010
<br />(12) 10d x 1 I/2' USP: (10) 10d x 1 12' TO TRUSS, (10) Wd X 1 1/2' TO PLATE
<br />HIOA
<br />1340
<br />RT I6A
<br />2180
<br />(18) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 106 X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4565
<br />PHD 4A
<br />4535
<br />OW-SDS 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) WSW WOOD SCREWS
<br />VGT N ND1B
<br />4540
<br />TDX 10
<br />5110
<br />(I6)-SDS 1/4'x3' TO WOOD, (3)-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' THRU-BOLTS
<br />ABU 44
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(I) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC, (12) I6d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66
<br />23W
<br />12000
<br />PAU 66
<br />2535
<br />13815
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC., (12)I6d TO WOOD USP: SAME AS SIMPSON
<br />N
<br />LTT19 •
<br />1340
<br />LTS 19
<br />1205
<br />(1) 3/4' AJR. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC, (8AOd TO WOOD USP: SAME AS SIMPSON
<br />Q
<br />=
<br />LT720B •»
<br />1500
<br />LT9 205
<br />1105
<br />!U I2' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., 110A0d TO WOOD
<br />USP: 3/4' ATR MIN -I'EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12'
<br />0
<br />Z
<br />HTT4
<br />4455
<br />HTT4
<br />4465
<br />(1) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONC, (18) SD-10 X 112' (USP: (20) I6d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Ibd x 2 12'
<br />Q
<br />HTT5
<br />5090
<br />HTT5
<br />5430
<br />(I) 5/8' 47R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN GONG, (26) I6d X 2 1/2' (USP: (20) I6d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x I-1/2', (20) I6d x 2 12'
<br />HHDOII-SDS 25+
<br />11010
<br />UPHD 11
<br />120SO
<br />(1) I' ATR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDJ IN CONC. (24) SDSY+' x A* UIOOD SCREWS (USP: (24) W83 WOOD SCREWS)
<br />HD1B
<br />6645
<br />TDX 10
<br />5110
<br />(U 1/6' AS. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />(n
<br />MBHA 356/11.25
<br />3415
<br />5330
<br />NFM35XI2U
<br />3165
<br />1130
<br />SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. (b.1W EMBEDMENT) IN CMU. TOP, (1) 3/4'
<br />A.TR IN HIGH STRENGTH EPDXY, (MIR 6.15' EMBEDMENT) IN CML. FACE, (IS)Iod TO BEAM
<br />USP: (1)1/2' J-BOLT W/ MINIMUM 6: EMBED. N NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSETAEDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. V EMBED DEPTH INSTALLED IN THE FACE.
<br />1 i I T
<br />Of
<br />Ld
<br />(D
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HUS4121F
<br />3060
<br />2530 (FLR)
<br />(10) I6d TO HEADER, (10) I6d TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3225 (ROOF)
<br />QHUC410
<br />(0-1U)
<br />ISO
<br />50S5
<br />HD410 IF
<br />1905
<br />3115
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 101d TO WOOD: (USP: (18) 1/4' x 3' W83 SCREWS, (I0) 10d TO WOOD.
<br />=
<br />HUC210-2 (CMU)
<br />1810
<br />5OS5
<br />HD210-21F
<br />1905
<br />3115
<br />(18) 114' x 2-3/4' TITER (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />1810
<br />4000
<br />HD210-31F
<br />11,905
<br />13115
<br />(I8) 1/4' x 2-3/4' TITER (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' LLS3 SCREWS, (10) 10d TO WOOD
<br />LGUM26-2-SDS
<br />1430
<br />55%
<br />NO USP CONVERSION FOR SIMPSGN LGUM26-2-SDS
<br />(4) 3/8' x 4' TITER HD ANCHORS (2 PER FLANGE) TO CMU, (4) 114' X 2 12' SOS 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 1' DEEP, THE VERTICAL CELL IN CAL. 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 IS REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V
<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 />IS USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A67M-AI53
<br />USE OF EXPANSICN 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 -RESISTANT CONSTRUCTION C-HW09, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
<br />C-SAS-20H.
<br />SOFFIT SMALL COMPLY WITH FPCR 5TH EDITION R703.1.3
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x &
<br />UP TO 5'-4'
<br />DBL 2 x 8
<br />5'-4' TO l'-O'
<br />DBL 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 />5'-0' TO V-4'
<br />DBL 2 x 10
<br />S'-4' TO V-0'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />w-0'
<br />U.N.O.
<br />4'-II I/2'
<br />1 l'-II I2'
<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 />I
<br />3
<br />2 x 12
<br />('2 5YP)
<br />l/16' 055
<br />NAIL (3) 12d O
<br />TYP 2x12 BM /HDR
<br />FRAMING NOTES: I 1
<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-Iro
<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 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 UN.O ON FRAMING PLAN
<br />6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d 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 FBG RESIDENTIAL -SECTION R302.12.
<br />S.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 3
<br />6
<br />Design
<br />Group....
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX 407-774-4078
<br />www.abdesigngroup.com
<br />AA #: 0003325
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<br />PROJEC
<br />04128.00 -01002
<br />iiODEL
<br />4EBB
<br />"1828-CALI"
<br />GARAGE OWING:
<br />RIGHT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />ARCHITECT-
<br />STATE OF FLORIDA
<br />4
<br />Dw 10/21/16
<br />SCALE: 1 /4"=1' - 0"
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<br />4.1
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