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CONNECTOR SCHEDULE r__ DATE: 01-05-11
<br />SIMPSON
<br />USP I
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />1450
<br />PTA 16-16
<br />162S
<br />(8) 106 . 1 1/2' I -FLY, (b) I&d 2-PLY, (USP, (10) IONd X 1 1/2' - NO lbal OPTION)
<br />(2) META-Ir.
<br />1505
<br />(2) WTA 16-18
<br />2800
<br />(0) led x 1 1/2' I -PLY, (USP! (10) led x 1 1/2')
<br />25115
<br />(14) Ird 2-PLY (USP: NO Irbd OPTION)
<br />WETA-I&
<br />1810
<br />WTA 16
<br />18,10
<br />(S) I" x 11/2' I -PLY, (8)16d 2-PLY U&P� (10) led x 11/2', NO I&d OPTION
<br />WETA-20
<br />tole
<br />WTA 20
<br />1010
<br />(S) led x 1 1/2' I -PLY, (0) I&CI 2-PLY USP-. (10) 10d x 1 1/2', NO I&d OPTION
<br />>_
<br />w
<br />z
<br />(2) WETA-20
<br />2035
<br />(2) WTA-20
<br />323-41
<br />(10) 10,d x 1 1/2' I -PLY USP: (10) led x 1 1/2'
<br />2500
<br />(12) Ibel 2-PLY (USP� NO I&d OPTION)
<br />0
<br />LGT-2
<br />250
<br />LUGT-2
<br />550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP, MLK (5)1/4'WS, WOOD (16) led
<br />DETAL-20
<br />24W
<br />DWTA-20
<br />24310
<br />(18) - led . 1 1/2, 1 PLY
<br />MaT
<br />3S&S
<br />MUGIT
<br />AIMS
<br />IN HIGH STRrW.TW EPDXY (MIN. 12- EMIBED),(22) led TO WOOD (USP:(28)I0dTOWOOD)
<br />WGT-2
<br />losso
<br />HOST-2
<br />SISO
<br />(2) 3/4' AT.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP:WOOD(W")
<br />WGT-3
<br />10030
<br />4UGT_3
<br />wbo
<br />(2)3/4'A.T.P-IN141C.WSTF;EW.TWEf-OXY(MIK12'r=MWO),()&)IOdTOW00r.> (USP; WOOD (&)uzhd)
<br />L6T3_SDS25
<br />3285
<br />LUST-3
<br />3525
<br />(12) SDS 1/4*.3'TO GIRDER, (4) 3/e'x WTITEN WO TO WALL (USP;C-L*C.(4)3/9*X5'UEDGEE�MT,WDOr>(12)WS25)
<br />LTA2
<br />12:0 PARALLEL TO WALL
<br />12 0 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) led . 1-1/2' (USP: (10) led . 1 1/2'
<br />VGT
<br />4S40
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8'A.T.R. IN PIGW STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'XV TO WOOD
<br />(2) VGT
<br />1185
<br />No USP CONVERSION FOR aim (2) VGT�
<br />(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIK 12' EMBED), (32)-eCS 1/4'X3' / 2 PLY
<br />MTS-12
<br />10"
<br />MTW 12
<br />Iw
<br />(14) led x 1 1/2' (USP, 04� led x 1 112% (14) 10d)
<br />WTS-16
<br />1150
<br />WTW 16
<br />1260
<br />(16) led x 1 1/20 (USPi (16) led . 1 1/2', (16) 10d)
<br />WTS-20
<br />1450
<br />WTW 20
<br />1530
<br />(24) led x 1 1/2' (116P, (24) led . 11/2', (20) ")
<br />14TO-24
<br />1450
<br />WTW 24
<br />1530
<br />(24) led . 1 1/2' (USP. (24) led . 1 1/2', (20� led)
<br />LOTA-12
<br />S25
<br />LSTA 12
<br />S30
<br />(10) led USP, (10) led
<br />LSTA-18
<br />1235
<br />LSTA 10
<br />1235
<br />(14) led USP: (14) led
<br />MSTA-16
<br />MIS
<br />MSTA-16
<br />INV
<br />(14) led UC.P, (14) led
<br />V)
<br />MSTA-24
<br />1640
<br />MSTA-24
<br />1640
<br />(195) locl Usp, (IS)l
<br />MSTA-30
<br />2050
<br />MSTA-30
<br />2065
<br />f22) ]Od Usp: (22) Wd
<br />M-T-A--36-
<br />2050
<br />MSTA-36
<br />2065
<br />(26) led USP; (26) IMd
<br />MSTI-36
<br />3900
<br />KSTI 23r.
<br />3aw
<br />(36) led x 1 1/2' Usp; (36)l0cl. 11/2,
<br />MSTI-40
<br />5065
<br />KTSI 248
<br />5140
<br />(48) 10d . 1 1/2' LISP: (46) led . 1 1/2'
<br />W6
<br />sso
<br />LFTA r.
<br />1210
<br />(8) Sd TO PLATES, (8) Sd TO STUDS (USP. 06� Sd x 1 1/2 *, (16) Sd)
<br />SP4
<br />"s
<br />SPT 4
<br />S45
<br />e6) led x 1 1/2' TO STUDS USP. (6) led x 1 1/2' TO STUDS
<br />A34
<br />31B
<br />MP 34
<br />3w
<br />(4) Od x 1 1/2' TO BEAM, (4) 1 1/2' TO POST. USP: (4) Sd x 1 1/2' TO BEAM, (4� Od I 1/2'TO POST.
<br />14CP2
<br />645
<br />WHOP 2
<br />am
<br />(12) led x 1 1/2 USP: (10) led x 1 1/2' TO TRUSS, (10? led X 1 1/2' TO PLATE
<br />WICA
<br />1140
<br />RT 16A
<br />MOO
<br />(18) 1 t/2' USP: (S) led x 1 1/2' TO TRUSS, (9) led X 11/2' TO PLATE
<br />VIST A PIDU4
<br />4%40
<br />PI4D 4A
<br />5215
<br />(16)-SDS 1/4'x3' TO WOOD, (IV)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTSAUASWERn PLY
<br />USP, 5/8' ATR MIN. 'I' EMBED SET IN HIGH STRffw.TW EPDXY, (10) W53 WOOD SCREWS
<br />VGT 4 WD*115
<br />AS40
<br />I
<br />TDX 10
<br />10140
<br />(iW-SIDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W1 THREADED ROD, (2) NU78/WASWEfp12PLY
<br />USP� I/S'ATR MIN. 1' EMBED SET IN WIG44 STRENGTH EPDXY, (4) 1/8'T�-M-BOLTS
<br />AMU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />r.115
<br />ei) 5/8' A.T.R. IN WI&W STREW3TW EPDXY, (MIN. 1'EMBEDd IN CIONC. (12)16d TO WOOD UbPs SAME AS SIMPSON
<br />ABU 66Z
<br />23"
<br />12000
<br />PAU 916
<br />23080
<br />16005
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, eMIN, I' EMBED.) IN CONC., (12)lbd TO WOOD USP; SAME AS SIMPSON
<br />V)
<br />LTTIS ...
<br />1340
<br />LTS IS
<br />Res
<br />(1) 3/4* AT.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMMDd IN C.Otr (SAod TO WOOD USP; SAME AS SIMPSSCN
<br />(If
<br />0
<br />LTT2013
<br />1500
<br />LTS 206
<br />lies
<br />(1) 1/2'A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I- EMBED.) IN CONC, 00)10d TO WOOD
<br />USP: 3/4'ATR MIN I'EMISED SET IN 14IG14 STRENGTH EPDXY, (10) led, (10) loci x 1 1/2', 2-1/2'
<br />0
<br />z
<br />14TT4
<br />4450
<br />WTT45
<br />4160
<br />WS/0' 4TR IN HIGH STRENGTH EPDXY (MIK I' EMBED,) IN OONC, (19) 6DOWX I 1/2'(USP-. (20)16d X 2-1/29
<br />U$P WAS MORE NAIL OPTIONS: (20) 10do (20) " x 1-1/2', (20) *d x 2 1/2'
<br /><
<br />WTT&
<br />sow
<br />HTT45
<br />5005
<br />(1) S/a' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1 - EM5ED,) IN CONC., (29016d X 2 1/2 - (USP. (20) lgd X 2 -1/29
<br />USP WAS MORE NAIL OPTIONS, (28) led, (213) 10ci x I� 1/2', (20) l6d . 2 1/2'
<br />WWDQII-SDS 2-5-
<br />11'sto
<br />UPWID 11
<br />14355
<br />(1) PA.T.R. IN HIGH STRIEW.TW EPDXY, (MIN. O'EMBED.) IN-OONC, (24) 806 Y4'. 2&WOOD SCREWS (USP.- (24) W&3 WOOD SCREW5)
<br />HDIB
<br />6645
<br />TDX 10
<br />10140
<br />(1) 1/8' A.B. IN WIG44 STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC� (3) 3/4' STUD BOLTS TO WOOD (USP� (4) 1/0' BOLTS)
<br />MBWA 3-'WA125
<br />3415
<br />5330
<br />NPM313X?2U
<br />2580
<br />1130
<br />SIMPSON, (1) 3/4'o0LTR. IN W*W STRENGTH EPDXY, (MK.&.15'EM5EOI`�lEmT) IN C1-U1 TOP, (1) 3/4'
<br />A.TP_ IN WIGW STRENGTH EPDXY, (MR 6.15'EMBEDMENT) IN CJAU. FACE, (IO)Wd To BEAM
<br />USP-. (9;/2'J-BOLT UY MINIMUM 6: EMBED. 4 NOT LESS THAN 4* FROM EDGE OF CONC W1 3/4'DIA ITW
<br />RAMSETAREDWEAD DYNA SOLT SLEEVE ANC14OR OR EQ. W1 MIN. S' EMBED DEPTH INSTALLED IN THE FACE.
<br />LLJ
<br />0
<br />WUSC412 (WOM)
<br />3635
<br />2660 (FLR)
<br />WJ54121F
<br />3060
<br />2110 (rLR)
<br />(10) 16ci TO WEADEIR, (10) Ibd TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />z
<br />HUC410 (CMIJ)
<br />1000
<br />4920
<br />HD410 IF
<br />1305
<br />5000
<br />(16) 1/4'x 2-3/4'TITEN (S PER 'LAW.E)TO U,(10) lecl TOWOOD� (USPt (10) 114m x 3'WS3 5CRIEW6, (10) 10d TO WOOD.
<br />USP (20) 3/16-17APPERt 10) e, .. WOODOM
<br />�-IUC210-2 (CMU)
<br />law
<br />5085
<br />1,40210-211F
<br />13Aft
<br />5000
<br />(18)1/4'x 2-3/4'TITEN (9 PER FLANGE)TO C—M (10)"TOWOOD� (USP. (10) 114'. 3'W&3 SCREWS', (101 led TO WOOD.
<br />USP (20) 3116' TAPPER-, (10) 10cl To WOOD
<br />HUC210-3 (CMU)
<br />1800
<br />5085
<br />I
<br />WD210-31F
<br />1505
<br />5000
<br />(10) 1/4'x 2-S/4'TITEN (S PER FLANGE) TO CM, (10) led TO WOOD, (USP: (18) 1/4'x VWS3 SCRELLIS, 00� 10d TO WOOD.
<br />USP (20) 3A&'TAPPER-,?l0) " TO WOOD
<br />I-C-A"e-2-SDIS
<br />14W
<br />SSS5
<br />I
<br />LGLM6-2
<br />I
<br />2125
<br />i
<br />6065
<br />i
<br />(4)3/8'x4'TITENWDAW-WOR$(2F-ERFLA� )TOCM,(4)1/4'X21/2'SDSSI-RSUJ&TOUIOOE>,
<br />USP (4) 3/6' X 4' WEDGE BOLT.* W53 WOODSCREWS
<br />HIGH STRENGTH EPDXY . Sit-PSON 'SET EPDXY -TIE'. CONTACT THE ARCWITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORW. SYSTEMS.
<br />WHERE ANCHOR EMBEDMENT IS GREATER THAN I' DEEP, THE VERTICAL CELL IN CMAJ. WALL MUST BE FILLED SOLID w/ GROUT.
<br />led COMMON NAILS CAN BE SUBSTITUTED WITH led x I 1)2'NAILS IN OONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM T14E ARCHITECT IS REQUIRED FOR TPISAPPLICATION
<br />PRIOR TO INSTALLATION.
<br />... MINIMUM EMBEDMENT INTO THE TOP OF A BCNDBEAM WILL BE S', MINII`IUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
<br />Ld
<br />0
<br />ATJP - A-301 ALL THREAD RDID (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE OF THE WIDE VARIETY or MATERIALS. LOCATIONS, AND CL)NDITIONS TWAT MAY AFFECT COIIP�IECTORS, T14E CONTRACTOR MST 15E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
<br />1r, USED.
<br />WHEN USING STAINLESS STEEL CONNECTOR$, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / WD& GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A53
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIvIDUAL BASIS AND MU67 WAVE WRITTEN APPROVAL FROM THE ARCWITECT/ENSINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CAONNECTORE, C-C2011'.'HIGH WIND -RESISTANT CONSTS&ICTION F-C-IWWRCAG16, AND ANCHORING 4 FASTENIW. SYSTEMS FOR C40NORIETE 4 MASONRY
<br />CATALOG C-SAS_2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
<br />6INGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />E:>BL 2 x &
<br />UP TO S'-4'
<br />DBL 2 x 8
<br />5'-4' TO I'-V
<br />DBL 2 x 10
<br />11-01 TO 101-01
<br />DBL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOUN STAIRS
<br />51ZE
<br />CLEAR SPAN
<br />D15L 2 x (v
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />W-V TO &'-4'
<br />0131- 2 x 10
<br />6'-4' TO V-0'
<br />DBL 2 x 12
<br />W-V AND OVER
<br />FRAMING NQTE5;
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAIN (ft.)
<br />UP TO
<br />5'-V' To
<br />B.-o'
<br />U.N.O.
<br />4'-11 1/2'
<br />1--li 1/2-
<br />AND Up
<br />NUMBER Or HEADER STUDS
<br />SUPPORTING ENID Or HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LENGTH STUDS
<br />2
<br />��j
<br />AT EACH END OF: HEADER
<br />I
<br />3
<br />T r 2 x 12
<br />1 2 SYP)
<br />-1/161 065
<br />NAIL(3)111
<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 MASONRY/CONCRETE SHALL BE META-16
<br />FLOOR TRU65 TO MASONRY/CONCRETE SPALL BE HETA-Iro AT EACH
<br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />- TRUSS TO WOOD FRAMING SHALL BE MTS-12
<br />3. TI;ZUSS TO TRUSS CONNECTfONS 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 51ZE Or- ROOF/FLOOR TRUSSES.
<br />5. HEADER SPAN r_�IART 4 MINIMUM WALL 4 HEADER
<br />STUD REQ. ARE STANDARD UN.0 ON FRAMING PLAN
<br />ro. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVESw 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 TRU56ES TO TOP OF TRUSS BEARING.
<br />&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 W,
<br />COMPARTMENT PER 5TP ED. 2014 F5C RESIDENTIAL -SECTION R302.12,
<br />13.REFER TO DETAIL (o SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL 5TRAF5 4
<br />DETAILS.
<br />A R C N I T 9 C T 2
<br />G r aDe ign
<br />ous;®r..
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7744078
<br />FAX, 407-7744078
<br />www.abdesigngroup.com
<br />AA #*. 0003326
<br />L
<br />I
<br />J
<br />roullarv. a. X"o-TN
<br />SILVERADO
<br />LOT 32
<br />LOT 6
<br />IPADJWT#
<br />04128.000-03261
<br />MOD311.9
<br />4EHB
<br />"2605-HAYDEN"
<br />GAItAGIC BWMG:
<br />RIGHT
<br />PAGN:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />9�011
<br />F-PRINT
<br />T%ATJM 11/08/17
<br />8CAXJh 1/4"=f-O"
<br />exammT
<br />L.7. 1 00
<br />
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