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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 />