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CONNECTOR SCHEDULE r____T_L DATE, 01-05-M
<br />SIMPSON
<br />us
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />1450
<br />WTA 16 - 18
<br />1625
<br />(8) Iccl 1 1/2' I -PLY, (b) *d 2-PLY, (USP; (10) 10d X 1 1/2' - NO 166 OPTION)
<br />(2) META-16
<br />pas
<br />(2) HTA 16 -IS
<br />28M
<br />(10) 10d 1 1/2' I -PLY, (USPs (10) 10d . 11/2')
<br />2515
<br />(14) I&CI 2-PLY (USP: NO lbcl OPTION)
<br />HETA-Ir.
<br />laic
<br />HTA 16
<br />1810
<br />(S) 10d x 1 1/2' I -PLY, (8) 16d 2-1-LY USP: (10) 10d x 1 1/2', NO 166 OPTION
<br />HETA-20
<br />laic
<br />WTA 20
<br />18*10
<br />(S) 10d x 1 1/2* I -PLY, (8) I(bd 2-PLY USP, (10) 10d . 11/2', NO lad OPTION
<br />>_
<br />z
<br />(2) HETA-20
<br />2035
<br />(2) kTA-20
<br />3230
<br />(10) Ifti . 1 1/2' 1-1-LY USP, (10) loci x 11/2'
<br />2500
<br />(12) I&d 2-PLY (USP� NO I&CI OPTION)
<br />0
<br />LGT_2
<br />2150
<br />LUGT-2
<br />550
<br />(1) - 114- . 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' W5, WCOD (16) 10,d
<br />V)
<br />DETAL-20
<br />24W
<br />DHTA-20
<br />2430
<br />(18) - 10d x 1 1/2,1 PLY
<br />3S&S
<br />MU&T
<br />4115
<br />(1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (Usp� (28) Iod TO WOOD)
<br />W.T.2
<br />losm
<br />WUGT-2
<br />SISO
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED),0W iod TO WOOD (USP:WOOD(S)I0d)
<br />W.T-3
<br />10530
<br />WLJGT-3
<br />Sabo
<br />(2) 3/4'A.T.R. IN WIG14 STRENGTH EPDXY (MIN. 12' EMBED), (16) Od TO WOOD (USPt WOOD (S) loci)
<br />_GT3-6062S
<br />3299
<br />LUST-3
<br />3525
<br />(12�SDSI/4'�3-TOClRr>ER,(4)3/8'.B'TlTr=NWOTOLUALL (USP, CONC. (4) 3/8' X S'WEDGE BOLT, WOOD 02)W825)
<br />LTA2
<br />12�O PARALLEL TO WALL
<br />t2 0 PERPENDICULAR 70
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x 1-1/2' (USP: (10) 19>6 . 1 1/2'
<br />I"G
<br />Lv—.-T
<br />4S40
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' A.TR. IN HIGH STRENGTH EPDXY (MIN. W EMBED), (16)-SDS 1/4'X3' TO WOOD
<br />27)
<br />lies
<br />NO USP C4:)NVERSION FOR SIMPSON (2) VGT)
<br />(2) S/S'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (B2)-SD6 1/4'X3' / 2 PLY
<br />MTS-12
<br />coo
<br />MTW 12
<br />IIS5
<br />(14� 10d x 1 1/2* (USP, (14) 10d x 1 1/2', (14) 10d)
<br />HTS-19,
<br />]ISO
<br />wTw 16
<br />1260
<br />(16) 10d x 1 1/2' (USP, (16) lo'cl . 1 1/2', (16) loci)
<br />WTS-20
<br />1450
<br />WTW 20
<br />1530
<br />(24� 10.1 x 11/2' (USP� (24) Wd . 1 1/2', (20) 10d)
<br />HTS-24
<br />1450
<br />WTW 24
<br />1530
<br />(24) 10d x 1 1/2' (U5P; (24) 10ci x 1 1/2', (20) 10d)
<br />LSTA42
<br />S25
<br />LSTA 12
<br />S30
<br />(10� lod USP, (10) lod
<br />LSTA-18
<br />1235
<br />LSTA 18
<br />1235
<br />(14) 10di U&P: (14) 101d
<br />MSTA-10
<br />135
<br />MSTA-10
<br />1310
<br />(14) 10�1 USP: (14) 10d
<br />MSTA-24
<br />1640
<br />MSTA-24
<br />1640
<br />(16) lod USP; (1a) lod
<br />CL
<br />MSTA-30
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 106 USP; (22) lod
<br /><
<br />ry
<br />MSTA-36
<br />2050
<br />MSTA-36
<br />2065
<br />(26) lold USP: (26) 10d
<br />I—
<br />MSTI-36
<br />-�STI-48
<br />3000
<br />KSTI 236
<br />3aw
<br />(36) 10d . 1 1/2* USP: (36) 10d x 1 1/2'
<br />5065
<br />KTSI 249
<br />5140
<br />(4S) 0d x 1 1/2' USP: (48) 10d x 11/2'
<br />W6
<br />S50
<br />LFTA ( .
<br />1210
<br />(8) Bet TO PLATES, (0) ad TO STUDS (USP, (16) ad 1 1/2 " (16) S.0
<br />SP4
<br />OW,
<br />SPT A
<br />545
<br />(b) lod x 1 1/2' TO STUDS USP: (( ) 10d 1 1/2' TO STUDS
<br />A34
<br />3S5
<br />MP 34
<br />3W
<br />(4) ad . 1 1/2' TO BEAM, (4) ad . 1 1/2' TO F`05T� USP: (4) ad x 1 1/2' TO SEAM, (4) ad x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />14WCP 2
<br />am
<br />(12) 10d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 1" X 1 112' TO PLATE
<br />HIOA
<br />1140
<br />RT 16A
<br />13W
<br />66) 1" x 1 1/2' USP: (S) lod . 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE
<br />VGT 4 W1':>U4
<br />4-340
<br />PHD 4A
<br />5215
<br />(16).SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 1/2* tU/ THREADED ROD, (2) NUTSAI)ABWEIR/2 FLY
<br />LISP: 5/8' ATR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY. (10) W53 WOOD SCREW5
<br />VGT 4 WD15
<br />4S40
<br />TDX 10
<br />10140
<br />1/4*x3' TO WOOD, e30-314', STUD BOLTS W1 THREADED ROD, (2) NUTSA"SWERAPLY
<br />USP-. 1/6' ATR MIN. 1- EMBED SET N HIGH STRENGTH EPDXY, (4) 1/0' THRU-BOLTS
<br />ABU 44Z
<br />2200
<br />&&&S
<br />PAU 44
<br />25a5
<br />6115
<br />(1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC, (12) *d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU (.r,
<br />23W
<br />ir.005
<br />(1) 5/S' AT.R. IN HIGH STRENGTH EPDXY, (MlN. -I' EMBED.) IN CONC., (12)16,1 TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />LTTIS ...
<br />1340
<br />LTS IS
<br />1205
<br />(1) 3/4' A.T.R. IN HIGH STRENGTH Epoxy, (MIN. -I- EMBED.) IN coNc. (aAod To WOOD USP. SAME AS SIMPSON
<br />0
<br />LTT20B ...
<br />1500
<br />LTS 205
<br />1105
<br />(1) 1/2' ATR_ IN HIGH STRENGTH EPDXY, (MIN. I - EMBED.) IN CZWC (10A0.1 TO WOOD
<br />USP; 3/4' ATR MIN I'EMISED SET IN WIC-d-I STRENGTH EPDXY, (10) 1" � 1 1/2%2-1,12'
<br />z
<br />WTT4
<br />4455
<br />WTT45
<br />4160
<br />WS/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1'EMBErQ IN CONC,, (1W SD-10 X I 1/2'(Uep� (20) I&d X 2-1/2'�
<br />U&P WAS MORE NAIL OPTIONS: (20) Tod, (20) Od . 1-1/2', (20) I&d . 2 1/2'
<br />WTTS
<br />Dow
<br />HTT45
<br />5005
<br />5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. I'EMBED,) IN C.ONC (2 l6d X 2 1/2'(USP: (20)16d X 2-1/2')
<br />USP WAS MORE NAIL OPTIONS: (28) 10d, (2b) tOd . 1-1/2', (20) I&d x Y 1/2
<br />��DQII.509 2,5.
<br />11010
<br />UPWD 11
<br />143S5
<br />0) 1' AJA IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONIC, (24) eOS YW . 2h' WOOD SCfMtlJI0 (USP! (24) W53 WOOD SCREM)
<br />WD.15
<br />6645
<br />TDX 10
<br />10140
<br />(1) 1/8' AB. IN WhSW STRENGTH EPDXY, (MIN. I' EMBED.) IN C4VNC, (3) 3/4' STUD 15OLTS TO WOOD (USP, (4) 1/5' BOLTS)
<br />MISWA 356/11.25
<br />3415
<br />5330
<br />NrM35Xl2U
<br />2580
<br />'1130
<br />SIMPSONi (1) 3/4'AT.R. IN HIGH STRENGTH EPDXY, (MIN. &.1S'EMSEr.>MENT) IN CMIJ. TOP, (1) 3/4,
<br />A.T.R. IN WIG44 STRENGTH EPDXY, (MIN.615' EMBEDr.IENT) IN CM.U. FACE, (I&Aod TO BEAM
<br />USP.- (1) 1/2'J-BOLT W/ MINIMUM 6: EMBED- 4 NOT LESS THAN 4'FROM EDGE OF CONC W/!�/4* DIA ITW
<br />=17DHEAD DYNA BOLT SLEEVE ANCHOR OR Ea LLV MIN, S' EMBED DEPTH INSTALLED IN T14E FACE.
<br />J IST
<br />Ld
<br />0
<br />WU5CA12 �WOOD)
<br />3635
<br />2660 (FLR)
<br />HUS4121F
<br />3060
<br />2,110 (FLR)
<br />(10) 16d TO HEADER, (10) I&d TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br /><
<br />WUC410 (CMU)
<br />law
<br />4S20
<br />WD410 IF
<br />1305
<br />5000
<br />(to) 1/4' x 2 -3/4' TITEN (S PER FLANGE) TO CMU, (10) k1d TO WOOD: (USP: (18) 1/4' x 3' UJS3 SWCREWS, (10) lod TO WOOD.
<br />I USP (20) 3/16' TAPPERt (10) hod TO UOOD
<br />HUC210-2 (CMU�
<br />Is"
<br />51085
<br />14D210-21F
<br />13M
<br />50"
<br />(16) 1/4' x 2 -3/4* TITEN (S PER FLANGE) 70 CM, (10) 10d TO WOOD: (USP: (18) 114' . 3' WS3 SCREWS, (10� Od TO WP=.
<br />USP (20) 3/16' TAPPERt e 10) 10d TO WOOD
<br />(CMU)
<br />1 —
<br />5005
<br />WD210-311F
<br />t3Or,
<br />54*00
<br />(18) 114' x 2 -3/4' TITEN 03 PER FLANGE) TO CP-W, (10) 104 TO WOOD, (USP: (18� 1/4' x 3' WS3 &CREUS, (10) Od TO Wom�
<br />USP e2O) 3/16' TAPPERt (10) Iftl TO WOOD
<br />SDS
<br />1 1430
<br />$555
<br />LCAI-126-2
<br />2125
<br />91065
<br />(4) 3/8' x 4' TITEN WD ANCHORS (2 PER FL AW.E) TO CMU, (4) 1/4' X 2 1/2 - SDS SCREW$ TO WOOD,
<br />U$P (4 � 3/0' X 4' 11 EDGE 15OLT41 WS3 WOOD_ -CREWS
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARC-141TECT/IENGINEER CIF RECORD FOR WRITTEN APPROVAL PRIORTO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />WHERE ANCHOR EMBEDMENT 18 GREATER THAN I' DEEP, THE VERTICAL CELL IN CJ-W. WALL MUST BE FILLED SOLID ./ GROUT.
<br />ZOcl COMMON NAIL$ C414 BE SUBSTITUTED WITH 10d x I 1/2'NAILS IN C4)NJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 1$ REQUIRED FOR THIS APPLICATION
<br />IR TO INSTALLATION.
<br />... MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5*, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
<br />LAJ
<br />0
<br />AJR. . A-301 ALL THREAD Ror.> (sizE, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE OF THE WIDE VARIETY OF: MATERIALS, LOCATIONS, AND CONDITION5 THAT MAY AFFECT CONNECTORS, THE CC14TRACTOR MUST BE RESPONSIBLE FOR MAKIW. SURE TWAT T14E PROPER CORROSION PROTECTION
<br />Is USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR5, USE PASTENEFF45 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 SIMP50N 'WOOD CONSTRUCTION C:CNNECTOft C-C2VJT','i4IGW WIND-RES15TANT CONSTRUCTION F-C-WWRCAGI&, AND ANCHORING 4 FASTENING SY6TEMSFOR CONCRETE 4 MA50NRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016-
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR &PANI
<br />DBL 2 . r.
<br />UP TO S'-4'
<br />0151- 2 x 8
<br />5'-4' TO T-0"
<br />05L. 2 x 10
<br />1'-0' TO 10'-0'
<br />OISL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOUN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />D5L 2 x 6
<br />UP TO V-0'
<br />DBL 2 x &
<br />5'-0* TO &'-4'
<br />DBL 2 x
<br />ro 1- 4' TO 8'� 0'
<br />f
<br />DEL 2 x 2
<br />W-O' AND OVER
<br />I
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER $PAN (ft.)
<br />UP TO
<br />51-01 TO
<br />81-0.
<br />U.N.O.
<br />4'-11 1/2'
<br />1'-11 1/2'
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUFF'ORTIN63 END OF HEADER
<br />3
<br />NUMBER OF FULL LENGTH STUDS
<br />2
<br />AT EACH END OF HEADER
<br />F( 2 Syp)
<br />11-11161 0815
<br />NAIL (3)12cl * O.C.
<br />TYP. 2x12 BM.ZHDR.
<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 MABONRY/CONCRETE SHALL BE META-1ro
<br />FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
<br />END AND 32' ON CENTER ON JOIST5 PARALLEL TO WALL.
<br />- TRUSS TO WOOD FRAMING SHALL BE MTS-12
<br />3. TRU55 TO TFPU55 CONNECTIONS AND kANGERS SHALL BE DESIGNED AND SUPPLIED BY
<br />TRUE76 MANUFACTURER.
<br />4. REFER TO TRU56 MANUFACTURER'5 SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
<br />PROFILE, AND 51ZE OF ROOr/rLOOR TRUSSES.
<br />5. HEADER $PAN CHART 4 MINIMUM WALL 4 HEADER
<br />STUD REQ. ARE STANDARD U.N.0 ON FRAMING PLAN
<br />ro, MIN. 2X4 HIP CUT BLOC<ING SECURED W13-10d GUN NAILS OR 3-12d WAND DRIVES a EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS.
<br />'I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU567ES TO TOP OF TRUSS BEARING.
<br />$.F1ROv1r_>E DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER E5TH ED. 2014 r5C RESIDENTIAL -SECTION R302.12.
<br />13.REFER TO DETAIL ro SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL 6TRAPS 4
<br />DETAILS.
<br />A It C N I T E C T 5
<br />6
<br />Design
<br />rouo
<br />.a Group.n,-
<br />Ai N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.ab esignigroup.com
<br />AA #; 0003326
<br />eB�UIWIV. Jk W74
<br />SILVERADO
<br />LOT 33
<br />BLK 6
<br />PADJWT#
<br />04128.000-03361
<br />MOD=
<br />4EHB
<br />"2605-HAYDEN"
<br />GAPLAGM OWDM:
<br />LEFT
<br />PAGN:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />Al
<br />F'PRINT
<br />-DATM 11/10/17
<br />DCAS.M 1/4"=f-O"
<br />7. 1
<br />
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