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CONNECTOR SCHEDULE ICONTROL DATE: 01-05-11
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-V.
<br />1450
<br />NTA 16-18
<br />1625
<br />(8) Od x 1 1/2' I -PLY, (b) I d 2-PLY, (USP: (10) 10d X 1 1/2' - NO Ibd OPTION)
<br />(2) META-16
<br />1985
<br />(2) HTA 16-18
<br />2800
<br />(10) 10d x 1 1/2' I -PLY, (USP: (10) lod x 1 1/2')
<br />2515
<br />(14) 16d 2-PLY (USP: NO Ibd OPTION)
<br />HE7A-I6
<br />IBIO
<br />HTA 16
<br />Isle
<br />(9) 10d x 1 1/2' 1-PLY, (8) 16d 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION
<br />HETA-20
<br />ISO
<br />HTA 20
<br />1810
<br />(9) 106 x 1 1/2' I -PLY, (8) Ibd 2-1-LY USP: (10) 10d x 1 1/2', NO Ibd OPTION
<br />>_
<br />w
<br />(2)WETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />eIV) 10d x 1 1/2' I -PLY USP, (10) 106 x 1 1/2'
<br />2500
<br />(12) Ibd 2-PLY (USP: NO Ibd OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP: BILK (5) 1/4' WB, WOOD (16) 10d
<br />vi
<br />DETAL-20
<br />24W
<br />DWTA-20
<br />2430
<br />(16) - 10d x 1 12, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />4115
<br />(V 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (2W Tod TO WOOD)
<br />HGT-2 •
<br />lo980
<br />HUGT-2
<br />9190
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3 •
<br />10530
<br />WIGT-3
<br />S660
<br />(2) 3/4' A.TI'a. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) l0d)
<br />LGT3-SD825
<br />3285
<br />LUGT-3
<br />3525
<br />(12) SDS 1/4'x3' TO GIRDER, (4) 3/8' x W TITEN HD TO WALL (USP: CONC. (4) 3/8' X V WEDGE BOLT, WOOD (12) WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) lod x 1-1/2' (USP: (10) led x 1 1/2'
<br />vls7
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(U 5/6' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ib)-SDS I/4'X3' TO WOOD
<br />(V VGT
<br />1185
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />IISS
<br />(14) 10d x 1 1/2' CUSP: (14) 10d x 1 12', (14) 10d)
<br />HTS-16
<br />1150
<br />HTW 16
<br />1260
<br />(16) 10d x 1 1/2' (USP: (16) lod x 1 1/2', (16) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) 10d x 1 1/2' (USP, (24) 10d x 1 VY, (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) IOd x 1 12' (USP: (24) 10d x 1 1/2', (20) 10d)
<br />LSTA-12 •a
<br />525
<br />LSTA 12
<br />930
<br />(10) 10d USP: (10) 1Od
<br />LSTA-18 ++
<br />1235
<br />LSTA IB
<br />1235
<br />(14) lod USP: (14) 10d
<br />MSTA-10 •
<br />1315
<br />MST4-18
<br />1310
<br />(14) IOd USP: (14) 10d
<br />N
<br />MSTA-24 ••
<br />1640
<br />MSTA-24
<br />1640
<br />j
<br />(18) led USP: (18) lod
<br />d
<br />MSTA-30 as
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 10d USP, (22) 10d
<br /><
<br />MSTA-36 +
<br />2050
<br />MST4-36
<br />2.5
<br />(26)106 USP: (26)10d
<br />I--
<br />MSTI-3b
<br />380o
<br />KSTI 236
<br />3890
<br />(36) 10d x 1 1/2' USP: (36) 10d x 1 1/2'
<br />V)
<br />MSTI-48
<br />5065
<br />K761 248
<br />5140
<br />(46) 10d x 1 1/2' USP: (48) 10d x 1 12'
<br />146
<br />950
<br />LFTA 6
<br />1210
<br />(8) 8d TO PLATES, (8) ad TO STUDS (USP: (16) 8d x 112', Orb) Sol)
<br />SP4
<br />885
<br />SPT 4
<br />945
<br />(6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />300
<br />(4) 8d x 1 1/2' TO BEAM, (4) bd x 11/2' TO POST. USP: (4) Sd x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST,
<br />HCP2
<br />645
<br />HHCP 2
<br />am
<br />(12) 10d x 1 1/2' USP: 00) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
<br />HIOA
<br />1140
<br />RT I&A
<br />1380
<br />(18) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 12' TO PLATE
<br />VGT / HDU4
<br />4940
<br />PHD 4A
<br />5215
<br />(16)-SDS 1/4k3' TO WOOD, (10)-SD6 I/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER2 PLY
<br />USP: 5/B' ATR MIK l' EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SOWS
<br />VGT i HDi6
<br />4940
<br />TDX 10
<br />10140
<br />(I6)-909 1/4'xV TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY
<br />USP: 1/8' ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/0' AT.R. IN HIGH STRENGTH EPDXY, (MIN, l' EMBED.) IN CONIC., (12) Ibd TO WOOD USP; SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />2380
<br />16005
<br />(I) 5/8' A.T.R. IN HGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CCNC, (12A6d TO WOOD USP: SAME AS SIMPSON
<br />v%
<br />LTTI9 •••
<br />1540
<br />LTS 19
<br />1205
<br />(1) 3/4' A.TI¢. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC., (8)10d TO WOOD USP, SAME AS SIMPSON
<br />0
<br />LTT206 .••
<br />1500
<br />LTS 2015
<br />1105
<br />lU 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, l' EMBED.) IN CONC., (IOAOd TO WOOD
<br />USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 1od, (10) led x 1 1/2', 2-12'
<br />=
<br />0
<br />Z
<br />HTT4
<br />4455
<br />WTT45
<br />4160
<br />(1) 5/8' AT.R. IN NIGH STRENGTH EPDXY (MN. 1' EMBED,) IN CONC, (15) SD'10 X 1 12' (USP: (20) W d X 2-1/29
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) Wd x 1-12', (20)16d x 2 12'
<br />Q
<br />H7T5
<br />5e90
<br />HT745
<br />5005
<br />(V 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) Ibd X 2 1/2' (USP: (20) Ibd X 2-1/2')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1.12', (20) Ibd x 2 12'
<br />HIID011-SDS 25•
<br />11,010
<br />UPHD 11
<br />14395
<br />(U 1' ATM IN NIGH STRENGTH EPDXY, (MIN 10' EMBED.) IN GONG, (24) SDS V x 715' WOOD SCREWS (USP: (24) W53 WOOD SCREWS)
<br />HD1B
<br />6645
<br />TDX 10
<br />10140
<br />(1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />N
<br />MBHA 356/1125
<br />3415
<br />5330
<br />NFM35XI2U
<br />2580
<br />1t30
<br />VMPSON: (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, bMV EMBEDMENT) IN CMU. TOP, (U 3/4'
<br />ATR. IN HIGH STRENGTH EPDXY, (MIN, 6.15' EMBEDMENT) IN CMUU. FACE, (ISAod 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 />RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />W2660
<br />0
<br />HUSC412 (WOOD)
<br />3635
<br />(FLR)
<br />4194121E
<br />3060
<br />2110 (FLR)
<br />(10) Ibd TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />to"
<br />4920
<br />HD410 IF
<br />I305
<br />5000
<br />(18) 1/4'. 2.3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) 1/4' x 3' WS3 SCREU6, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) 10d TO WOOD
<br />W1C210-2 (CMU)
<br />1000
<br />5085
<br />HD210-21F
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: OW 1/4' x V WS3 SCREWS, (10) lod TO WOOD.
<br />USP (20) 3/I6' TAPPER., (10) 10d TO WOOD
<br />WJC210-3 (CMU)
<br />1800
<br />90B5
<br />HD210-31F
<br />1305
<br />5000
<br />(10)1/(4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (1W 10d TO WOOD, (USP: (I8) 114' x Y WS3 SCREWS, 00) 10d TO WOOD,
<br />USP 20) 3/16' TAPPER-, (10) 10d TO WOOD
<br />LG11M26-2-805
<br />1430
<br />5595
<br />LGU'126-2
<br />2125
<br />6065
<br />1 (4) 3/4)8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD,
<br />USP l3/B' X 4' DGE BOL •( 3 UlOOD9GRE
<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 CMAI. 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 />14. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE V, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />W
<br />I—
<br />O
<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 / HOG 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-C2011' , 'NIGH WINO -RESISTANT CONSTRUCTION F-C-HURCAGI&, AND ANCHORING 2 FASTENING SYSTEMS FOR CONCRETE 2 MASONRY
<br />CATALOG C-SAS-2012 2 USP STRUCTURAL CONNECTORS 20115-2016.
<br />HEAUhN ZSYA1V UHAN
<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 l'-0'
<br />DBL 2 x 10
<br />l'-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 />8'-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />V-0' TO
<br />81_0.
<br />UN.O,
<br />W-11 1/2'
<br />1'_p I/2'
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING ENO 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 />l/16' OSB
<br />NAIL (3) 12d a W-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, UN.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 />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 U.NI.O ON FRAMING PLAN
<br />6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES g EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />'I. 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 />A R C N 1 T E C T 11 1
<br />Design
<br />GrouIOT...
<br />141 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX:407-774.4078
<br />www.abdosigngroup.com
<br />AA 8: 0003325 J
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<br />ounoxv. a. LOT
<br />SILVERADO
<br />LOT 1
<br />BLK 7
<br />PROJECT*
<br />04128.000-00171
<br />mopmu
<br />4EAB
<br />"1672—ARIA"
<br />GARAGE 8'WWQ.
<br />RIGHT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />ARCF%TECT=
<br />STATE OF FLORA
<br />DATE: 10/19/17
<br />8CALE: 1 /4"=1' - 0"
<br />4.1
<br />
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