CONNECTOR
<br />SCHEDULE r-_ DATE: 01-05-11
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />1450
<br />WTA 16-18
<br />Ib2!5
<br />(6) 10ci x 11/2'l-PLY, (6) ](..1 2-PLY, (USP, (10) Wci X 1 1/2' - NO l6d OPTION)
<br />(2) META-11b
<br />?W5
<br />(2) WTA 16-16
<br />2SOO
<br />(10) Od . I 1,2'l-PLY, (USP.- Nv� 10,zi . 1 1/2')
<br />2515
<br />(14) I&d 2-PLY (USP: NO Ird OPTION)
<br />WETA-16
<br />iso
<br />PTA 16
<br />laic
<br />(s) lod . 1 1/2' I -PLY, (8) W bd 2 -PLY LISP: (10) 10d x 1 1/2', NO 166 OPTION
<br />14ETA-20
<br />laic
<br />WTA 20
<br />Is -to
<br />0b) 10d . 11/2' I -PLY, (8) I&d 2-PLY USP: (10) led . 1 1/2', NO l6d OPTION
<br />Ck�
<br />(2) WETA-20
<br />20310
<br />(2) HTA-20
<br />3230
<br />(10) 10d x 1 1/2' I -PLY USP.- (10) loci x 1 1/2'
<br />2wo
<br />(12) lbd 2-PLY (USP: NO Ird OPTION)
<br />z
<br />0
<br />LGT-2
<br />250
<br />LUGT-2
<br />15"
<br />(1) - 1/4' x 2 1/4' TITER 2 (USP, BLK (5� 1/4' WIS, WOOD (16) led
<br />0
<br />DETAL-20
<br />2400
<br />014TA-20
<br />2430
<br />(18) - 10d x 1 1/2, 1 PLY
<br /><
<br />MGT
<br />3565
<br />MUGT
<br />4115
<br />(1) S/6* AJ.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED�, (22) 10d TO WOOD (USP, (29) 10d TO WOOD)
<br />WST-2
<br />WUGT-2
<br />e1w
<br />C2) 3/4' ATA IN HIGH STRENGTH EPDXY (MIN, 12' EMBED), (16) 10d TO WOOD (USP� WOOD (b) Wd)
<br />WGT-3
<br />7.
<br />WUd.T-3
<br />W60
<br />(2)3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMISED)J-16) I0d_TCWOOD (USP: WOOD (S)l0d)
<br />Ld,T3-S0S2.5
<br />3285
<br />LUGT-3
<br />3525
<br />(12)5DS 1/4'x3* TO GIRDER, (4)3/0* . 5'TITEN WD TO WALL (U5P, CCNC� (4)3/8' X WUEDGE BOLT, WOOD M)W525)
<br />LTA2
<br />210 PARALLEL TO WALL
<br />�210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />sic
<br />(10) led . 1-1/2' (USP, (10) Wd � 1 1/2'
<br />VGT
<br />4%40
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' A.T.It IN WIGW STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SDS;/4'x3' TO WOOD
<br />(2) VGT
<br />Iles
<br />NO U&P CONVERSION FOR SIMPSON (2) VaT)
<br />(2) 51W 4T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (32)�SDS 1/4-Xv / 2 PLY
<br />MTS-t2
<br />10"
<br />MTW 12
<br />IIS91
<br />(W) led x 1 1/2' (USP: (14) 10d x 1 1/2', (14) Wa�
<br />WTS-16
<br />1150
<br />WTW 16
<br />1260
<br />(146) 10d x I L12' (USP: (16) Wd x 1 1/2', (16) 10cl)
<br />WTS-20
<br />-14"
<br />WTW 20
<br />530
<br />(24) 10d . 1 1/2' (USP; (24) 10d . 11/2', (20) 10d)
<br />HIS-24
<br />14"
<br />WTW 24
<br />1530
<br />(24) 10d . 1 1/2' (USP: (241� 10d x 1 1/2', (20) Tod)
<br />LSTA-12
<br />%2S
<br />LSTA 12
<br />sw
<br />(10) Wd USP: 00� lod
<br />LSTA-10
<br />)235
<br />LSTA IS
<br />1235
<br />(1-4) 10d USP: (14) 10d
<br />MSTA-18
<br />1315
<br />MSTA-10
<br />13W
<br />(14) 10d USP. (14) 10d
<br />V)
<br />MSTA-24
<br />1640
<br />MSTA-24
<br />1640
<br />(18) Wd USP: (10) loti
<br />OL
<br />MSTA-30
<br />2090
<br />MSTA-31V
<br />2065
<br />e22) 10d LISP: (22) Wd
<br /><
<br />MSTA-36
<br />20"
<br />MSTA-3r.
<br />2065
<br />(26) 10d USP; (26) 10d
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />38w
<br />1
<br />(36) l0d x 1 1/2' USp. (36) 10d . 1 1/2'
<br />V)
<br />MSTI-48
<br />w6r,
<br />KTSI 249
<br />B440
<br />(48) l0d x 1 1/2' USp! (48) 10d x 1 1/2'
<br />146
<br />see
<br />LFTA 6
<br />1210
<br />(8) Sd TO PLATES, (8) Sd TO STUD$ (U&P, (16) ad x 1 1/2', (16) ad)
<br />SP4
<br />OV!,
<br />OPT 4
<br />S45
<br />(&� 10d x 1 1/2' TO STUDIO USP-. (6) 10d x 1 1/2' TO STUDS
<br />A34
<br />355
<br />MP 34
<br />3w
<br />(4) Od x 1 1/2' TO BEAM, (4) 1 1/2' TO POST. USP.(4)Sdxll/2'TOMEAM,(4�"xli/2'TO"T.-
<br />WCP2
<br />645
<br />WWCP 2
<br />Boo
<br />(12) 10d . 1 1/2' USP. (10�10d x 1 1/2' TO TRUSS, 00) l0ci X 1 1/2' TO PLATE
<br />W10A
<br />1140
<br />RT 16A
<br />13M
<br />(10) lod . 1 1/2' USP; (S) 10d . 1 1/2' TO TRUSS, (S) 10a X 1 1/2* TO PLATE
<br />VGT 4 HOU4
<br />4S40
<br />PHD 4A
<br />5215
<br />(16)-SDS 1/4'x3'TO WOOD, (10)-SDS 1/4'.2 1/2' W/ THREADED ROD, (2) NUITSAUASWER/2 PLY
<br />USP, 5/5' AIR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
<br />VGT 4 WDI
<br />4540
<br />TDx to
<br />10140
<br />(16)-SDS 1/4'.3'TO WOOD, (3)-3/4'STUD BOLT$ W1 THREADED ROD, (2) NUTSAUA&WER/2PLY
<br />USP, 1/8' ATIR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/&' TWIRU-MOLTS,
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />61175
<br />(1) 5,8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC, (12) Ird TO WOOD USP; SAME AS SIt"lP5ON
<br />ABU 66Z
<br />2300
<br />129:00
<br />PAU 66
<br />23W
<br />16005
<br />(1) r,/S' ATA. IN WIG14 STRENGTH EPDXY, (MR V EMBED-) IN CONIC, (12)16cl TO WOOD USP, SAME AS SIt'IP60N
<br />V)
<br />LTTIS ...
<br />1340
<br />LTS IS
<br />1200
<br />(1) 3/4' ATA. IN HIGH STRENGTH EPDXY, (MIN.1' EMBED,) IN CONC, (OAOd TO WOOD USP, SAME AS SIMPSON
<br />W
<br />0
<br />a:
<br />LTT20B ...
<br />1500
<br />LTS 208
<br />1105
<br />-
<br />el) 1/2* A.TR. IN WIGH.STIREW.TH EPDXY, (MIN. I'EMBED.) IN C424C, (IOACCI TO WOOD
<br />USP: 3/4'ATR MIN 1 EMBED SET IN HIGH STRENGTH EPDXY, (10) l0d, (10) 10d . 1 1/2', 2-1/2'
<br />0
<br />z
<br />WTT4
<br />A455
<br />WTT45
<br />4160
<br />(1) 5/8* ATR IN HIGH STRENGTH EPDXY (MIN. I' EMBED) IN CONIC, (18) DD-10 X 1 1/2' (USP, (20) *d X 2-1/2')
<br />USP HAS MORE NAIL OPTIONS� (20) Wd, (20) 10d x 1-1/2% (20)16d x 21/2'
<br />1
<br /><
<br />WTTS
<br />5ow
<br />14TT45
<br />5000
<br />(1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I'EMBEDd IN CONC, (26)16d X 2 1/2'(USPg (20)16d X 2-1/2*)
<br />USP HAS MORE NAIL OPTIONS� (26) 10d, (2S) 10d x 1-1/2', (20) lbd x 2 1/2'
<br />WHDQII.SDS 2.5.
<br />11010
<br />UPWID 11
<br />14355
<br />(1) 1' AT.R. IN Wh3pW STR1D4GTW PPDXY, (MIN. 10' EMBED.) IN CZNC, (24) e0S)W . 24' WOOD SCIWWS (USP, t24) US3 Wom Scmuls)
<br />WOIB
<br />6645
<br />TDX W
<br />10140
<br />(1) 1/0' AS. IN HIGH STRENGTH EPDXY, (MltL I' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP! (4) 1/8' BOLTS)
<br />V)
<br />MBWA 336/1129
<br />3415
<br />$330
<br />NPM3�X12U
<br />25"
<br />1130
<br />OIMP$ON� (1' 3/4' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CIIJU. TOP, (1) 3/4'
<br />A.TR. IN H,GW STRENGTH EPDXY, (M91L 6.1S* EMBEDMENT) IN Cklik FACE, (IOAod TO BEAM
<br />USP, (1) 1/2'J-SOLT W/ MINIMUM 6i EMBED. 4 NOT LESS THAN 4'FROM EDGE Or CONC U)1 3Y4'DIA ITW
<br />RAMSET/REDW9AD DYNA BOLT SLEEVE ANCWOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />(14) " AT JOIST
<br />W
<br />LLI
<br />0
<br />WUSC412 (WOOD)
<br />3635
<br />WUS412F
<br />3060
<br />(10) 1641 TO HEADER, (10) Irbd TO WOOD USP, SAME AS SIMPSON
<br />3265(
<br />3325 (ROOF)
<br />z
<br />WUC4112> (rMU)
<br />1900
<br />41320
<br />WD410 IF
<br />1305
<br />5000
<br />(18) 1/4'. 2-3/4'TITEN (S PER FLANGE) TO CMU, (10) 10.1 TO WOOD: (USP: (18) 1/4'. VWS3 SCREWS, (10) led TO WOOD.
<br />U5P (20� 3/16' TAPPER�, (10) 10d TO WOOD
<br />HUC210-2 (CMU)
<br />woo
<br />5095
<br />WD210-21F
<br />13-10S
<br />5000
<br />(19) 1/4' ' 2-3/4' TITIEN (S PER FLAWSE) TO CMU, (10) lVd TO WOCO, (USP, (IS) 1/4' � VL43 SCREWS, (10) Od TO WOOD.
<br />L19P (20) -q/16' TAPFIER�� (10) Wd TO WOOD
<br />HUC210-3, (CMU)
<br />two
<br />5085
<br />WD20-31F
<br />1305
<br />rl000
<br />( 18) 1/4' x 2-38/4'TiTEN 03 PER FLANGE) TO CMU, (10) loci TO WOOD, (USP: (16) 1/4'x VW53 SCREtL*, (10) 10d TO WOOD.
<br />It USP (20) 3/16' TAPPER-, (10) 0d TO WOOD
<br />LddJM2&-2-SDS
<br />1430
<br />55W
<br />LGLM92
<br />212b
<br />bobs
<br />(4) 3/V . 4' TITEN WO ANO-IORS (2 PER PL CM, (4) 114' x 2 V2* $09 SCREWS To WOOD,
<br />LOP (4) 3/8' X 4' UADGE MOLT-i WSA = TO
<br />HIGH STRENGTH EPO KY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER Or RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />. WHERE ANC40R EMBEDMENT 16 GREATER THAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID wl GROUT.
<br />;;RlOd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAIL$ IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
<br />IOR TO INSTALLATION.
<br />V)
<br />... MINIMUM EMBEDMENT INTO THE TOP OF A SONDISEAM WILL BE W, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
<br />LLj
<br />I—
<br />0
<br />ATAL' - A-301 ALL TWREAr.> ROD eSIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE OF 744E WIDE VARIETY OF MATERIALS, LOCATIONS, AND CCNDITICNS TWAT MAY AFFECT CONNECTOR$, THE CONTRACTOR MST BE RESPONSIBLE FOR MAKING SURE TWAT THE PROPER CORROSION PROTECTION
<br />16 USED.
<br />WHEN USING STAINLESS STEEL CONNECTOR$, USE STAINLESS STEEL FASTENERS. WHEN USING 231AX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
<br />USE OF EXPANSION AWSAORIS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MST WAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER Or RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011', 'WIGH WIND -RESISTANT CONSTRUCTION F-C-WWRr_AGI&, AND ANCWORIW. 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL C40WECTORS 20115-2016.
<br />ART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR 1-4-AN
<br />DBL 2 x r.
<br />UP TO Ell-41
<br />DBL 2 x 9
<br />V-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 DOLLN 5TAIR5
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 9,
<br />Up TO 5'-0'
<br />D5L 2 x 5
<br />r7'- 0' TO &'-4'
<br />DBL 2 x 10
<br />r.1-4'TO &'-V'
<br />DBL 2 x 12
<br />W-O' AND OVER
<br />MINIMUM WALL
<br />AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />81-01
<br />UND�
<br />4'- 11
<br />1 T-II 1/2,
<br />AND UP
<br />NUMBER Or HEADER STUDS
<br />SUPPORTING END Or HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LENGTH STUDS
<br />2
<br />AT EACH END OF HEADER
<br />3
<br />IF2 x 12
<br />, 2 SYP)
<br />/19"OSS
<br />NAIL (3)12d 0 6'-V O.C,
<br />FRAMING NOTES: I TYP. 2x 12 BM. /HDR. I
<br />1, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
<br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOIWS, UN.O:
<br />• TRU55 TO MA6ONRY/CONCRETE SHALL BE META-Iro
<br />• FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-I& AT EACH
<br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />- TRU55 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 RE0. ARE STANDARD UN.0 ON FRAMING PLAN
<br />ro. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES v EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PERAPA REQUIREMENTS.
<br />1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING,
<br />a.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />c�.REFER TO DETAIL (o SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A 2 C N I T I C T 81
<br />G r aqNsign
<br />ousp. 2.
<br />41N i RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAK 407'7744078
<br />www.abdesigngroup.com
<br />AA #,. 0003325
<br />F-suimm. as X.07,
<br />m
<br />SILVERADO
<br />L 0 T 2'�]7
<br />BLK 6
<br />3pA0j=T#
<br />04128.000-02761
<br />m0Dzx19
<br />4EBB
<br />"1828-CALI"
<br />GAPLAGN 8WWO:
<br />LEFT
<br />PAGIM
<br />CONNECTOR
<br />SCHEDULE
<br />150 MP]i EXP. B
<br />AACKTIECT.-
<br />M-M OF FLORI
<br />10 - 7
<br />r11/09/17
<br />JDAM
<br />scAm. 1/4'=V-0"
<br />alum"
<br />4.1 az 1,,,IF
<br />
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