|
CONNECTOR SCHEDULE ICONTROL DATE: 01_05-I1
<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-I8
<br />1625
<br />(0) 10d x 1 1/2' I -PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION)
<br />(2) META-16
<br />1985
<br />(V PTA 16-18
<br />2800
<br />(10) 10d x 1 1/2' I -PLY, (USP: (10) Iod x 1 1/2')
<br />2515
<br />(14) Ibd 2-PLY (USP: NO I6d OPTION)
<br />HETA-16
<br />IWO
<br />HTA 16
<br />I810
<br />(9) 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 />1810
<br />HTA 20
<br />1S10
<br />(9) I0d x 1 IQ' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO I6d OPTION
<br />>-
<br />Qi
<br />Z
<br />(2) HETA-20
<br />2035
<br />(V HTA-20
<br />3230
<br />(10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2'
<br />25"
<br />(12) 166 2-1-LY (USP: NO I6d OPTION)
<br />O
<br />LGT-2
<br />215C
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (I6) 10d
<br />V)
<br />DETAL-20
<br />24M
<br />DHTA-20
<br />24M
<br />(19) - 106 x 1 1/2, 1 PLY
<br />MGt
<br />3965
<br />MUGT
<br />4115
<br />(U 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
<br />HGT-2 •
<br />10960
<br />HUGT-2
<br />9190
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (WISP: WOOD (8) 10d)
<br />HGT-3 •
<br />10530
<br />HU5;T-3
<br />9860
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. W EMBED), (WO 10d TOWOOD (USP: WOOD (S) loci)
<br />LGT3-SDS2S
<br />3285
<br />LUGT-3
<br />3525
<br />(12) SDS 1/4'x3' 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 />12I0 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />'
<br />(10) 10d x 1-1/2' (USP: (10) IOd x 1 1/2'
<br />VGT
<br />4540
<br />NO USP CONVERSION FOR SIMP94N VGT
<br />(U 5/8' AT,R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-905 1/4'X3' TO WOOD
<br />(2) VGT
<br />1155
<br />NO U6P CONVERSION FOR SIMPSON (2) VGT)
<br />(2) S/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />1155
<br />(14) 10d x 11/2' (USP: (14) 10d x 1 1/2', (I4) 10d)
<br />HTS-16
<br />1150
<br />14TW 16
<br />1260
<br />(IS) Iod x 1 1/2' (USP, (16) 101d x 1 1/2', (16) 10d)
<br />WTS-20
<br />1450
<br />WTW 20
<br />1530
<br />(24) I06 x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d)
<br />WS-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d)
<br />LSTA-Yl .+
<br />W5
<br />LSTA 12
<br />S30
<br />(10) loci USP: (10) Old
<br />LSTA-18 +
<br />1235
<br />LSTA IS
<br />1235
<br />(14) Iod USP: (14)10.1
<br />MSTA-18 ++
<br />135
<br />MSTA-18
<br />1310
<br />(14) 10d USP: (14) 10d
<br />N
<br />MSTA-24 +
<br />1640
<br />MSTA-24
<br />1640
<br />(18) IOd Ugp: (18) IOd
<br />d
<br />MSTA-30 ++
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 10d USP: (22) 10d
<br />MSTA-36 .
<br />2050
<br />M5TA-36
<br />2065
<br />(26)lod USP: (26)1Cd
<br />F—
<br />MSTI-36
<br />380C
<br />KSTI 236
<br />3890
<br />(36) 10d x 1 1/2USP: (36) Oct x 11/2'
<br />V)
<br />1`16TI-46
<br />5065
<br />KTSI 248
<br />5140
<br />(48) IOd x 1 1/2' USP: (48) IOd x 1 1/2'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />(8) Sd TO PLATES, (8) ad TO STUDS (USP, (16) 8d x 1 1/2', (16) Bci)
<br />SP4
<br />885
<br />SPT 4
<br />S45
<br />(6) 10d x I IR' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />380
<br />(4) 8d x 1 1/2' TO BEAM, (4) ed x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 8ci x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />WHOP 2
<br />800
<br />(12) 10d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 I/2' TO PLATE
<br />HIOA
<br />I"
<br />RT I6A
<br />1380
<br />(18) 10d x 1 1/2' USP: (9) I0d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE
<br />VGT t HDU4
<br />4540
<br />PHD 4A
<br />521S
<br />(160-909 1/4'xV TO WOOD, (l0)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASNERQ PLY
<br />USP: 5/8' ATR MIN. V EMBED SET IN NIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS
<br />VGT 2 HD1B
<br />4940
<br />TDX 10
<br />10140
<br />(I6)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT8N1ASI,-E"PLY
<br />USP: 1/V ATR MIN. 1' EMBED SET IN WIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(V 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12) I6d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23M
<br />16005
<br />(I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)I6d TO WOOD USP: SAME AS SIMPSON
<br />v%
<br />LTT19 ..
<br />1340
<br />LTS 19
<br />1205
<br />(1) 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)0d TO WOOD USP: SAME AS SIMPSON
<br />T_
<br />LTT206 ...
<br />1500
<br />LTS 20B
<br />1105
<br />(1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC, (10)IOd TO WOOD
<br />USP; 3/4' ATR MIN 1' EMBED SET IN NIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2% 2-1/2'
<br />(„)
<br />Z
<br />NTT4
<br />4455
<br />HTT45
<br />4I60
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (18) 9D'I0 X I 1/2'(USP; (20) I6d X 2-I/27
<br />USP HAS MORE NAIL OPTIONS. (20) 10d, (20) ICd x 1-1/2', (20) I6d x 2 I/2'
<br />Q
<br />HTT5
<br />Flow
<br />HTT45
<br />5005
<br />lU 5/8' AT.R IN WIGW STRENGTH EPDXY (MIN. 1' EMBED,) IN CCNC., (26) Ibd X 2 1/2' (USP: (20) Ibd X 2-1/2')USP WAS MORE NAIL OPTIONS: (20) 10d, (28) 10d x 1-1/2, (20) Ibd x 2 1/2'
<br />HHDQII-SDS 2.5+
<br />11,510
<br />UPWD II
<br />14395
<br />(1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 10- EMBED.) IN CONC, (24) So$ Y4' x A' WOOD SCREWS (USP: (24l WS3 WOOD SCREWS)
<br />HD15
<br />6645
<br />TDX 10
<br />10140
<br />(1) 1/8' As, IN HIGH STRENGTH EPDXY, (MIN 1- EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/0' BOLTS)
<br />Vn
<br />MBHA 356/1125
<br />3415
<br />5330
<br />NiM35X12U
<br />2580
<br />1130
<br />SIMPSON, (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.10' EMBEDMENT) 1N C)MA. TOP, (1) 3/4'
<br />A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT)N CML. FACE, (18r0d TO BEAM
<br />USP: (1) I/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LE66 THAN W FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE,
<br />1Y
<br />LJ
<br />HU9C412 (WOOD)
<br />3635
<br />2660 (FLR
<br />HU94121F
<br />306C
<br />2110 (FLR)
<br />(0) I66 TO HEADER (10) I6d TO WOOD USP: SAME A9 SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />two
<br />4920
<br />HD41O IF
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (18) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/I6' TAPPER-, (10) 10d TO WOOD
<br />=
<br />HUC210-2 (CMU)
<br />Iwo
<br />5085
<br />H0210-2IF
<br />1305
<br />5000
<br />(10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP, fl8) I/4' x 3' W63 bCIEWS, (10/ ICd TO WOOD.
<br />USP (20) 3/16' TAPPER+, (10) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />1800
<br />5085
<br />HD2I0-31F
<br />13oS
<br />5000
<br />(10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8)1/4' x 3' W53 9CREUIS, (IC) IOd TO WOOD.
<br />USP (20) 3/16' TAPPER+, (10) 10d TO WOOD
<br />LC-0l1'126.2-SDS
<br />1430
<br />5595
<br />1.64"6-2
<br />2125
<br />6065
<br />!4) 3/8' x 4' TITEN HD ANCHORS (2 F'ER FLANGE) TO Cm (41 114- X 2 1/2' SD8 SCREWS TO WOOD,
<br />USP !4) 3/B' X d' WE LT+a W63 bC
<br />HIGH S. GTH EPDXY . 6IMPOC14 '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 Cl-W. WALL MUST BE FILLED SOLID w/ GROUT.
<br />++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d. 1 1/2' 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 SONDBEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />W
<br />F—
<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 />19 USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS, 04EN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AIS3
<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 WIND -RESISTANT CONSTRUCTION F-C-HWRCA6I6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 1 MASONRY
<br />CATALOG C-SAS-2012 i USP STRUCTURAL CONNECTORS 20115-20M .
<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 W-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 />MINIMUM WALL AND HEADER
<br />STUD RE
<br />UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />81_0.
<br />UND.
<br />4'_II I/Z'
<br />I 1'_11I/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 />I
<br />3
<br />2 x 12
<br />1 2 SYP)
<br />1/I( ' OSB
<br />NAIL (3) I2d 0 6'-8' O.C.
<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-1(o 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 U.N.O ON FRAMING PLAN
<br />6. MIN. 2X4 HIP CUT 15LOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 0 EA.
<br />END. CUT PITCH a 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 />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 />A R C N I T E C T E
<br />Design
<br />Grou .- .
<br />41 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32760
<br />PH: 407-774-6078
<br />FAX 407-774-4078
<br />www.abdesigngroup.com
<br />AA X: 0003325
<br />F
<br />W
<br />ti
<br />cam,
<br />may..
<br />0
<br />a
<br />h
<br />O
<br />c
<br />9UnDrv. as LOT.
<br />SILVERADO
<br />LOT #19
<br />BLK #6
<br />PROJMT
<br />04128.00-01961
<br />MODAL:
<br />4EGB
<br />"GALEN"
<br />OARAOR 81TD70:
<br />LEFT
<br />PAOR:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />D . 11/8/17
<br />DCALft 1/4"=1'-0"
<br />nice=
<br />7 .1
<br />
|