|
CONNECTOR
<br />SCHEDULE CONTROL DATE: 01-05-I1
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META -lb
<br />1450
<br />NTA 16-16
<br />1625
<br />2) IOd x 1 1/2' 1-PLY- (6) I6d 2-PLY, (USP: 00110d X 1 I/2' - NO I6d OPTION)
<br />(2) META- I6
<br />1985
<br />(2) HTA 16-18
<br />2800
<br />(10) 10d x 1 1/2' I -PLY, (U5P: (10) 10d x 1 1/)')
<br />2515
<br />(14)16d 2-F'LY (USP, NO I6d OPTION
<br />HETA-16
<br />1510
<br />NTA 16
<br />16-10(,3
<br />10d x 1 1/2' I -PLY. (0) I6d 2-PLY USP: (10) 10d x 1 1/2'. NO I6d OPTION
<br />HETA-20
<br />181m
<br />HTA 20
<br />1810
<br />(5) Nod x 1 1/2' I -PLY, (0) I6d 2-PLY USP: (10) 10d x 1 1/2%NO Ibd OPTION
<br />>.
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) 10d x 1 I/2' I -PLY USP: (10) IOd x I V2'
<br />2500
<br />(12) Ibd 2-PLY (USP: NO Ibd OPTION)
<br />Z
<br />LGL-2
<br />2150
<br />LUG7-2
<br />1550
<br />(V - I/4' x 2 I/4' TITEN 2 (U5P: BLK (5) I/4' WB, WOOD (I6) loci
<br />V)
<br />DETAL-20
<br />24W
<br />DHTA-20
<br />7430
<br />(15) - 10d x 1 1/2, 1 PLY
<br />MGT
<br />3565
<br />MUGT
<br />4115
<br />(1)5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (25) 10d TO WOOD)
<br />HGT-2
<br />Io9B0
<br />NUGT-2
<br />9190
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) I0d TO WOOD (USP: WOOD (8)10d)
<br />HGT-3
<br />10530
<br />HUGT-3
<br />52*0
<br />(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (16) 10d TO WOOD (USP: WOOD (8) IDd)
<br />LG73-SDS25
<br />3285
<br />LUGT-3
<br />3525
<br />(0) 5D5 1/4'x3' TO GIRDER (4) 3/8' x 5' TITEN ND TO WALL (USP: CONC. (4) 3/B' X 5' )LEDGE BOLT, )HOOD (12) W5257
<br />LT42
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x I- . (USP: (10) 10d x 1 IR'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/B' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (lb)-SDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR 51MPSGN (2) VGT)
<br />(2) 5/8' ATR IN HIGH STRENGTH EPDXY ()MIN 12' EMBED), (32)-5DS 1/4-X3- / 2 PLY
<br />MT6.12
<br />1000
<br />MTW 12
<br />1155
<br />(14) IOd x 1 1/7' (USP: (14) 10d x 1 1/1', (14) 10d)
<br />HTS-16
<br />1150
<br />HTW Ib
<br />1260
<br />(16) loci x 1 V2' (USP: (I6) I0d x 1 1/2', (16) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) locix 1 1/2' (USP: (24) 10d x 1 1,12, (20) 10d)
<br />HT5-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) Od x 1 1/2' CUSP: (24) 10d x I V2', (20) 10d)
<br />LSTA-12 .
<br />925
<br />LSTA 12
<br />930
<br />(10) Nod U5P: (10) Od
<br />LSTA-18 •
<br />1235
<br />LSTA 18
<br />12.
<br />0411. USP: (141 IOd
<br />M5TA-18 .
<br />1315
<br />MSTA-18
<br />1310
<br />(14) 10d USP: (14) 10d
<br />V)
<br />M57A-24 «
<br />1640
<br />MSTA-24
<br />1640
<br />(IB)lod U5P: (15)IOd
<br />CL
<br />MSTA-30 ••
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 10d USP: (22) 10d
<br />M97A-36 •
<br />2050
<br />MSTA-36
<br />2065
<br />(26)10d USP: (26)10d
<br />MSTI-36
<br />3500
<br />KSTI 236
<br />3890
<br />(36) 10d x 1 1/2' USP: (36) 10d x 1 I/)'
<br />V)
<br />MSTI-40
<br />5065
<br />KT51 248
<br />5140
<br />(45) Wd x I V2' USP: (48) 10d x 1 1/2'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />(8) Od TO PLATES, (8) Bd TO STUDS (USP: (16) 8d x 1 1/2', (16) 8d)
<br />SP4
<br />885
<br />BPT 4
<br />545
<br />(6) 10d x I V2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />1.
<br />141 Bd x 1 IR' TO BEAM, (4) 8d x 1 IR' TO POST. U5P: (4) 8d x 1 I/2' TO BEAM, (4) ad x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />am
<br />(12) 10d x 1 1/2' U5P: (10) 10d z 1 V2' TO TRUSS, (10) 10d X 1 I/2' TO PLATE
<br />HIOA
<br />1140
<br />RT 16A
<br />13M
<br />(18) 10d x 1 1/2' USP: (9) 10d x I V2' TO TRUSS, (8) 10d X 1 I/2' TO PLATE
<br />VGT 4 HDU4
<br />4940
<br />PHO 4A
<br />5215
<br />(16)-SDS 1/4'x3' TO WOOD, (10)-5DS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTSAUASHER/2 PLY
<br />USP: 5/5' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
<br />VGT 4 HD15
<br />4540
<br />TDX 10
<br />10140
<br />(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS WV THREADED ROD- (2) NU7SAUA5HER/2PLY
<br />USP: 1/0' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/5' TNRI-BOLTS
<br />ABU 44Z
<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)16.1 TO WOOD U5P: SAME AS 51MP5ON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />16005
<br />(U 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12A6d TO )HOOD USP: SAME AS 51MP50N
<br />V)
<br />LTTI9 ..
<br />134V
<br />LT5 19
<br />1205
<br />(1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (8ACd TO WOOD USP: SAME AS SIMPSON
<br />Of
<br />0
<br />=
<br />LTT205 ...
<br />1500
<br />LTS 205
<br />1105
<br />(U 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC. (10)I0d TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2'
<br />u
<br />HTT4
<br />4455
<br />HTT45
<br />4160
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN 1' EMBED,) IN CONC. (15) 5D'10 X I V2' (USP: (20) Ibd X 2-1/2')Z USP HAS MORE NAIL OFTIONS: (20) 10d, (20) 10d x I -In', (20) I6d x 2 V2'
<br />Q
<br />HTT5
<br />Sow
<br />HTT45
<br />5005
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) I6d X 2 1/2' (U51.: (20) I6d X 2-I/2')
<br />U5P HAS MORE NAIL OPTIONS: (25) 10d, (25) 10d x 1-I/2', (20) Ibd x 2 1/2'
<br />NHDQII•SDS 25•
<br />11,310
<br />UPHD 11
<br />14395
<br />(1) 1- ATR IN HIGH STRENGTH EPDXY, (MIN. 10- EMBED.) IN CONC. (24) 5D5 )i' a A' WOOD SCREWS (U5P: (24) 153 WOOD SCREWS)
<br />HDl6
<br />6645
<br />TDX 10
<br />10140
<br />(1) 1/5' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/5' BOLTS)
<br />V)
<br />M5WA 356/1125
<br />3415
<br />5330
<br />NFM35XI2U
<br />2580
<br />1130
<br />SIMP50N: (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CML. TOP, (1) 3/4'
<br />A.T.R. IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CMU. FACE, (IB)1Od TO BEAM
<br />USP: (U 1/2' J-BOLT Wt MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />R,4MSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN 5' EMBED DEPTH INSTALLED IN fHE FACE.
<br />W
<br />U'
<br />HU5C412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HU54121F
<br />3060
<br />2110 (FLR)
<br />(10) I6d TO HEADER (lo) Ibd TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3315 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />[Boo
<br />4920
<br />HD410 IF
<br />1305
<br />5000
<br />(IS) V4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (16) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3A6' TAPPER•, (10) I0d TO WOOD
<br />=
<br />W IC210-2 (CMU)
<br />ISM
<br />5085
<br />HD210-21F
<br />1305
<br />5000
<br />(0) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 1Od TO WOOD: (USP: (15) 1/4' x V W53 SCREWS, (10) 10d TO WOOD.
<br />U5P(20) 3A6'TAPPER•, (10/10d 70 WOOD
<br />HUC210-3 (ChN)
<br />1800
<br />5085
<br />HD210-31F
<br />1305
<br />5000
<br />US I/4' x 2-3/4' TITEN (9 PERFLAW.E) TO CMU, (10) IOd TO WOOD: (USP: (I511/4' x V W83 SCREWS, (10) 10d TO WOOD.
<br />USP (201 3/16' TAPPER•, PE 10d TO WOOD
<br />LGUM26-2-SDS
<br />1430
<br />1 5595
<br />1 LGUM26-2
<br />2125
<br />6065
<br />1 (4) 3/8' z 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' 505 SCREWS TO WOOD,
<br />USP (4) 3/8' X 4' WEDGE BOLT.f W53 WOOD5CRSW5
<br />HIGH STRENGTH EPDXY . SIMPSON '5ET 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 CMU. WALL MUST BE FILLED SOLID w/ GROUT.
<br />• loci COMMCN NAILS CAN BE SUBSTITUTED WITH 10d a I V2' 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 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />LJ
<br />I—
<br />O
<br />ATR . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARES)
<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 />15 USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLE55 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 V1000 CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-G-W RCAGI6, AND ANG-IORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115.2016.
<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 B
<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 5PAN
<br />DBL 2 x 6
<br />UP TO 5'-1'
<br />DBL 2 x 8
<br />5' _0' TO &'-4'
<br />DBL 2 x 10
<br />6'-4' TO 8'-0'
<br />DBL 2 x 12
<br />W-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0'
<br />UNA.
<br />4'-II 1/2'
<br />1'-II 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 />l/I6' OSB
<br />NAIL (3) 12d a &'-V O.G.
<br />FRAMING NOTES: I TYP. 2x12 BM./HDR. I
<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 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 MT5-12
<br />3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
<br />TRU55 MANUFACTURER.
<br />4. REFER TO TRU55 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-I06 GUN NAILS OR 3-12d HAND DRIVES s EA.
<br />END, CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS.
<br />1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRU55 BEARING.
<br />&PROVIDE DRAFT STOPPING IN FLOOR TRU55ES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />'B.REFER TO DETAIL 6 SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C N IT R G T 11
<br />6
<br />Grow i In
<br />Al N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />w .abdesigngmup.mm
<br />AA n: 0003325
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<br />SILVERADO
<br />LOT #22
<br />BLK #6
<br />PROJECT#
<br />04128.000-02261
<br />MODE):.
<br />4EHB
<br />"2605- HAYDEN"
<br />GARAGE SWING:
<br />RIGHT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />RFIF, MR.
<br />-114
<br />DAil/8/17
<br />SCALE: 1/4"=1' - 0"
<br />S
<br />7.1
<br />
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