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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 16-18
<br />1400
<br />(1) I0d 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 />1985
<br />(21 HTA 16-18
<br />2800
<br />00) 10d x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/2')
<br />19o0
<br />(14) I6d 2-PLY (USP: NO )6d OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1615
<br />(S) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (0) 10d x 1 I/2', NO 16d OPTION
<br />HETA-20
<br />ISO
<br />HTA 20
<br />1615
<br />(9) 10d x 1 1/2' I -PLY, (8) I66 2-PLY USP: (10) 10d x 1 1/1', NO I6d OPTION
<br />r
<br />Z
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />31-10
<br />(Im) 101d x 1 12' I -PLY USP: (10) 10d x 1 12'
<br />2° •
<br /><I21 I6d I -PLY (USP: NO I6d OPTION)
<br />O
<br />LGT-2
<br />2150
<br />LUST-2
<br />1915
<br />(1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' LLB, WOOD (16) 10d
<br />U)
<br />DETAL-20
<br />2480
<br />NO USP CONVERSION FOR SIMPSON DETAL-20
<br />(18) - 10d x 1 12, 1 PLY
<br />Q
<br />MGT
<br />3965
<br />MUGT
<br />4000
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Wd TO WOOD (USP: (28) 10d TO WOOD)
<br />HGT-2
<br />Io980
<br />HUGT-2
<br />9365
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3
<br />10530
<br />RUST-3
<br />9365
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 116) 10d TO WOOD (USP: WOOD (8) IOd)
<br />LGT3-SDS2.5
<br />3285
<br />LUGT-3
<br />5330
<br />(12) SDS 1/4'x2 12' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC, (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1425 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1555
<br />(10) IOd x 1-12' (USP: (10) 10d x 1 12'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (lb) -SIDS 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 />low
<br />MTW 12
<br />1595
<br />(14) 101d x 1 12' (USP: (14) 10d x 1 12', (14) 10d)
<br />HTS-I6
<br />1150
<br />HTW 16
<br />1660
<br />(16) I" x 1 12' (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 12', (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />2045
<br />1 (24)10d x 112' (USP:(24)1Old x 112',(20)10d0
<br />LSTA-12 ++
<br />W5
<br />LSTA 12
<br />910
<br />(10) 10d USP: (10) Wd
<br />LSTA-18 ++
<br />1235
<br />LSTA 18
<br />1360
<br />(14) 10d USP: (14) I0d
<br />MSTA-18 +.
<br />1315
<br />MSTA-18
<br />1315
<br />(14) 101d USP: (14) 10d
<br />0
<br />MSTA-24 .
<br />1640
<br />MSTA-24
<br />1150
<br />(18) 10d USP: (18) 10d
<br />CL
<br />MSTA-30 ++
<br />2050
<br />M5TA-30
<br />2140
<br />(22) 10d USP: (22) 10d
<br /><
<br />Of
<br />MSTA-36 +.
<br />2050
<br />MSTA-36
<br />2525
<br />(26) Od USP: (26) lod
<br />H
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3090
<br />(36) Nod x 1 12' USP: (36) 10d x 1 12'
<br />V)
<br />MSTI-48
<br />5065
<br />KTSI 240
<br />4250
<br />(48) Wd x 1 12' USP: (48) 10d x 1 12'
<br />H6
<br />S50
<br />LFTA 6
<br />1595
<br />(0) Sol TO PLATES, (0) Sd TO STUDS (USP: (16) 8d x 1 12', Or.) 8d)
<br />SP4
<br />985
<br />SPT 4
<br />S45
<br />(6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 12' 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: f4) Sal x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />1010
<br />(12) Wd x 1 12' USP: (10) 10d x 11/2' TO TRUSS, 00) 10d X 11/2' TO PLATE
<br />1410A
<br />1340
<br />RT 16A
<br />2180
<br />(18) Nod x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
<br />VGT 1 HDU4
<br />4565
<br />PHD 4A
<br />4535
<br />06)-9051/4'x3' TO WOOD, 00)-SIDS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/W45HER2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
<br />VGT / HD15
<br />4940
<br />TDX 10
<br />5110
<br />(I6)-51DS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT6/WA5HER/2PLY
<br />USP: 1/8' ATR MIN.'I* 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. 1' EMBED-) IN CONC, (12) I66 TO WOOD USP: SAME AS SIM[PSON
<br />ABU 66
<br />2300
<br />12000
<br />PAU 66
<br />2535
<br />13815
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN CONC, (12Abd TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />LTTI9 +
<br />1340
<br />LTS 19
<br />1205
<br />(I) 3/4' ATR. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONIC, (8ASAME AS TO WOOD USP: SAAS SIMPSON
<br />O
<br />=
<br />LTT206 ++.
<br />1500
<br />LTS 2015
<br />1105
<br />(1) I/2' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (10)10d TO WOOD
<br />USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12'
<br />Z
<br />HT74
<br />4455
<br />H774
<br />4465
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC., OW SOW X 112' (USP: (20) N6d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d a 1-12', (20)19,.1. 2 12'
<br />Q
<br />HTT5
<br />Sow
<br />HTT5
<br />5430
<br />(1) 5/8' AXR. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC., (26) I6d X 2 12' (USP: (20) I6d X 2-12V
<br />USP HAS MORE NAIL OPTIONS: (25) 101d, (28) 10d x 1-12', (20) I6d x 2 12'
<br />HHDQII-SDS 2.5+
<br />11010
<br />UPHD 11
<br />12090
<br />(1) 1' ATR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN CONC., (24) SDSY• x A' WOOD SCREWS (USP, (24) W83 WOOD SCREWS)
<br />HD15
<br />6645
<br />TDX 10
<br />Silo
<br />(U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN GONG, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) WS' BOLTS)
<br />V)
<br />MBHA 356AU5
<br />3415
<br />5330
<br />NFM35X12U
<br />3165
<br />1130
<br />SIMPSON: (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. TOP, (U 3/4'
<br />A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18A0d TO BEAM
<br />USP: (U 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSETTrDWl: f DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5• EMBED DEPTH INSTALLED IN THE FACE.
<br />JO
<br />W
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />WUS4121F
<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 />(Cl-IU)
<br />1810
<br />5085
<br />HD410 IF
<br />1905
<br />3115
<br />(18) 114' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (I0) 10d TO WOOD: (USP: (18) 114' x 3' IL5.3 SOWS, (10) 106 TO WOOD.
<br />=
<br />HUC210-2 (CMU)
<br />1810
<br />5085
<br />HD210-21F
<br />1905
<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' W53 SCREWS, fl0) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />1810
<br />4000
<br />H0210-31F
<br />1905
<br />3115
<br />(IB) 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) 10d TO WOOD
<br />LGUM26-2-5106
<br />1430
<br />5595
<br />NO USP CONVERSION FOR SIMPSON LGIAM26-2-506
<br />(4) 3/8' x 4' TITEN HD 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/ENGIN£ER 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 CMU_ WALL MUST BE FILLED SOLID w/ GROUT.
<br />.. IOd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 112' 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 />N
<br />... MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE l'
<br />W
<br />I—
<br />0
<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 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 5IMP5'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HU109, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE / MASONRY CATALOG
<br />C-SAS-2012.
<br />SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703 J .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
<br />DBL 2 x I@
<br />T-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 W-0'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />W-0' TO
<br />8'-0•
<br />UN.O.
<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 />12 SYP)
<br />l/16' OSB
<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 HET4-16 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 ss 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 />6.1`11ROvIDE 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 />ARC N I T E C T S 1
<br />6
<br />Design
<br />Group l .
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-0078
<br />www.abdesigngroup.com
<br />AA N: 0003325
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<br />SILVERADO
<br />LOT 25
<br />BLK 1
<br />PROJECT#
<br />04128.000-25001
<br />MODMU
<br />4EBB
<br />1828- CALI"
<br />GARAGE BQINO:
<br />RIGHT
<br />PACE:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP B
<br />ARCHITECT
<br />STATE OF FLORIDA
<br />P � D11/07/16
<br />BC,&=:1/4' 1'-0"
<br />BIgnIET
<br />4.1
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