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CONNECTOR SCHEDULE CONTROL DATE: 01-05-11 <br />SIMPSON <br />USP <br />DES. <br />UPLIFT <br />GRAVITY <br />DES. <br />UPLIFT <br />GRAVITY <br />FASTENER <br />META-Ib <br />1450 <br />HTA 16-18 <br />i625 <br />(W 10d x 1 I2' I -PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2, - NO 16.1 OPTION) <br />(2) META-16 <br />1985 <br />121 HTA 16-Is <br />2800 <br />(10) led x 1 1/2' 1-PLY, (USP: (10) Wd x 1 12') <br />2515 <br />(14) Ibd 2-FLY (USP, NO I(cd OPTION) <br />HETA-16 <br />isle <br />HTA 16 <br />1810 <br />(9) 10d x 1 12' I -PLY, (6) Ibd 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION <br />HETA-20 <br />1810 <br />HTA 20 <br />1810 <br />(9) 10d x 1 I/2' ]-PLY, (8) 16d 2-PLY USP: (10) 10d x 1 12', NO 166 OPTION <br />>_ <br />w <br />(2) HETA-20 <br />2035 <br />(2) HTA-20 <br />3230 <br />(10) 10d x I V2' I -PLY USP: (10) 10d x 1 1/2' <br />2500 <br />(12) Wd 2-PLY )USP: NO Wd OPTION) <br />Z <br />0 <br />LGT-2 <br />2150 <br />LUGT-2 <br />1550 <br />(1) - I/4' x 2 I/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d <br />DETAL-20 <br />24W <br />DHTA-20 <br />2430 <br />(IB) - 10d x 1 1/2, 1 PLY <br />MST <br />3965 <br />MUGT <br />4115 <br />lU 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 />lo980 <br />HUGT-2 <br />9190 <br />(2) 3/4' A.TR N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (U6P: WOOD (6) lecl) <br />HGT-3 + <br />10530 <br />14UGT-3 <br />9860 <br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) I0d TO WOOD (USP WOOD (W 10.1) <br />LGT3-50529 <br />32" <br />LU3T-3 <br />3525 <br />(12) SDS I/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 />T210 PARALLEL TO WALL <br />1210 PERPENDICULAR TO <br />WALL <br />LPTA <br />1510 <br />(10) 10d x 1-12' (USP: (10) loci x 1 12' <br />VGT <br />4540 <br />NO USP CONVERSION FOR $IMF:aGN VGT <br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16)-60S 1/4'X3' TO WOOD <br />(2) VGT <br />118E <br />NO USP CONVERSION FOR SIMPSON (2) VGT) <br />(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY <br />MTS-12 <br />1000 <br />MTW 12 <br />1195 <br />(14) 104 x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d) <br />HTS-16 <br />150 <br />HTW I(c <br />1260 <br />(16) 10d x 1 I/2' (USP, (it.) 10d x 1 1/2', (16) 106) <br />HTS-20 <br />1450 <br />HTW 20 <br />11,30 <br />(24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) <br />HTS-24 <br />1450 <br />HTW 24 <br />1530 <br />(24) 10d x 1 12' (USP: (24) Ted x 11/2', (20) 10d) <br />LSTA-12 « <br />S25 <br />LSTA 12 <br />S30 <br />(10) 10d USP; (10) led <br />LSTA-IS « <br />1235 <br />LSTA 18 <br />1235 <br />(14) lod USP: (14) 10d <br />MSTA-18 ++ <br />1315 <br />META-18 <br />1310 <br />(14) Tod USP: (14) 101d <br />V) <br />MSTA-24 .. <br />1640 <br />MSTA-24 <br />1640 <br />(18) led USP: (IS) lod <br />EL <br />M61A-30 ++ <br />2050 <br />MSTA-30 <br />2065 <br />(22) 106 USP: (22) 10d <br />< <br />MSTA-36 . <br />2050 <br />MSTA-36 <br />2065 <br />(26)10d USP: (26)10d <br />H <br />MST)-36 <br />3800 <br />KSTI 236 <br />3890 <br />(36) Ted x 1 1/2' USP: (36) 10.1 x 1 4' <br />N <br />MSTI-48 <br />5065 <br />KTSI 248 <br />5140 <br />(46) 10d x 1 1/2' USp: (48) 10d x 1 1/2' <br />146 <br />950 <br />LFTA 6 <br />1210 <br />(8) Sd TO PLATES, (8) 8d TO STUDS (USP: (16) Sd x 1 12', (16) 8d) <br />SP4 <br />am <br />$PT 4 <br />549 <br />(6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS <br />A34 <br />395 <br />MP 34 <br />380 <br />(4) 6d x 1 I/2'TO BEAM, (4) 561 x 1 1/2' TO POST. U5P: (4) 8d x 1 1/2' TO BEAM, (4) Sal x 1 1/2' TO POST. <br />HCP2 <br />645 <br />HHCP 2 <br />boo <br />(12) l0d x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE <br />H10A <br />1140 <br />RT I&A <br />1380 <br />(18) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 106 X 1 1/2' TO PLATE <br />VGT 4 NDU4 <br />4940 <br />PHD 4A <br />5215 <br />OW -SIDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 I/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY <br />USP: 5/9' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, 00) WS3 WOOD SCREWS <br />VGT 1 HD18 <br />4940 <br />TDX 10 <br />10140 <br />(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD 5OLT8 W/ THREADED ROD, (V NUTBNIASHER/2PLY <br />USP: 1/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' TWRU-BOLTS <br />ASU 44Z <br />2200 <br />6665 <br />PAU 44 <br />2535 <br />6115 <br />lV 5/9' A.T.R. N HIGH STRENGTH EPDXY, (MIN, "EMBED.) IN CONIC, (W 16d TO WOOD USP: SAME AS SIMPSON <br />ABU 66Z <br />2300 <br />12000 <br />PAU bb <br />2380 <br />16o05 <br />(1) 5/8' A.T.R. IN HGW STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON <br />LTTI9 + <br />1340 <br />LTS 19 <br />1205 <br />(I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) N CONC, (8A001 TO WOOD USP: SAME AS SIMPSON <br />0 <br />LTT20B ... <br />1500 <br />LTS 2015 <br />1105 <br />(V 1/2' A.TR N HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC, (IOAmd TO WOOD <br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-1/2' <br />(..) <br />Z <br />HTT4 <br />4455 <br />HTT45 <br />4160 <br />(b S/8' A.T.R. N NIGH STRENGTH EPDXY (MIN 1' EMBED) IN CONIC., (16) 60-10 X 1 12' (USP: (20) Ibd X 2-12') <br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Ibd x 2 12' <br />Q <br />HTTS <br />5080 <br />HTT45 <br />5005 <br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC., (26) 16d X 2 12' (USP: (20) Ibd X 2-V27 <br />USP HAS MORE NAIL OPTIONS: (28) 10d, (20) 10d x 1-1/2', (20) 16d x 2 12' <br />HHDQII-SDS 25. <br />11010 <br />UPHD II <br />14395 <br />(I) I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24I SDS Y.' x 2h' WOOD SCREWS (USP+ (24) WS3 WOOD SCREWS) <br />HD1B <br />6645 <br />TDX 10 <br />10140 <br />(U 1/8' A15. IN HIGH STRENGTH EPDXY, (MIN. 1• EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/0' BOLTS) <br />0 <br />MBHA 3S6/1125 <br />3415 <br />S330 <br />NFM35X12U <br />2580 <br />1130 <br />VMPSON: (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CJ'1W. TOP, (1)3/4' <br />ATR. IN HIGH STRENGTH EPDXY, (MN. 6,16' EMBEDMENT) N C.M.U. FACE, 118AOd TO BEAM <br />USP: (U 12' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4, DIA ITW <br />RAMSET/RDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. V EMBED DEPTH INSTALLED IN THE FACE. <br />LJ <br />(� <br />US NC4I2 (WOOD) <br />3635 <br />2660 (FLR) <br />H <br />3e60 <br />2110 (FLR)U54ITIF <br />(10) Ibd TO HEADER, (10) I6d TO UL70D USP: SAME A9 SIMPSON <br />32651ROOF) <br />3325 (ROOF) <br />Z <br />Q <br />HUC410 (CMU) <br />Iwo <br />4920 <br />HD410 IF <br />1305 <br />5000 <br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (18) 1/4' x 3' WW SCREWS. (10) Ted TO WOOD. <br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD <br />= <br />HUC210-2 (CMU) <br />Iwo <br />5085 <br />HD210-21F <br />1305 <br />5000 <br />(IW I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (10) 1/4' x V WS3 SCREWS, (10) 10d TO WOOD. <br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD <br />HUC210-3 (CHIT) <br />law <br />5085 <br />HD210-31F <br />1309 <br />5000 <br />(IB) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: 08) 1/4' x V W53 SCREWS, (10) lod TO WOOD. <br />USP (20) 3/I6' TAPPER., (10) 10d TO WOOD <br />LGUM26-2-SDS <br />1430 <br />5595 <br />LGUM26-2 <br />2125 <br />(.065 <br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) I/4' X 2 12' SDS SCREWS TO WOOD, <br />USP (4) 3/ ' X 4' WEDGE BO T.= W53 WOODSCRW9 <br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCWITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTNG FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE <br />ANCHORING SYSTEMS. <br />+ WHERE ANCHOR EMBEDMENT IS GRATER THAN 1' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. <br />+ Zd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 112' NAILS IN CONJUNCTION WITH A REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION <br />PRIOR TO INSTALLATION. <br />In <br />MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' <br />LJ <br />H <br />0 <br />AT.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 />IS USED. <br />WHEN USING STAINLE59 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AS3 <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 CN SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRICTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 2 MASONRY <br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. <br />HEADER SPAN CHART <br />SINGLE STORY APPLICATION <br />SIZE <br />CLEAR SPAN <br />DBL 2 x 6 <br />UP TO V-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 V-0' <br />DBL 2 x 8 <br />5'-0' TO 6'-4' <br />DBL 2 x 10 <br />&'-4' TO S'-O' <br />DBL 2 x 12 <br />W-O' AND OVER <br />MINIMUM WALL AND HEADER <br />STUD REQUIREMENTS <br />MAXIMUM HEADER SPAN (ft.) <br />UP TO <br />5'-0' TO <br />g_0• <br />U.N.O. <br />4'-11 1/2' <br />'I' -II 1/2, <br />AND UP <br />NUMBER OF HEADER STUDS <br />5UPPORTING END OF HEADER <br />1 <br />2 <br />3 <br />NUMBER OF FULL LENGTH 5TUD5 <br />2 <br />AT EACH END OF HEADER <br />I <br />3 <br />2 x 12 <br />('4 SYP) <br />/I6' OSB <br />NAIL (3) 12d ® 6'-B' O.C. <br />FRAMING NOTES: I TYP. 2x12 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 FOLLOWS, U,N.O: <br />TRUSS TO MASONRY/CONCRETE SHALL BE META-16 <br />+ FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH <br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. <br />+ TRUSS 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 />S. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER <br />STUD REQ. ARE STANDARD U,N.O ON FRAMING PLAN <br />/o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES s 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 TRUSSES TO TOP OF TRUSS BEARING. <br />S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. <br />COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302,12. <br />5.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 <br />DETAILS. <br />A E C H I T E C T 8 1 <br />Grm i In <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />F <br />y <br />U <br />W <br />0 <br />O <br />F <br />G <br />2 <br />EIVSDIV. cis LOT: <br />SILVERADO <br />LOT #16 <br />BLK #6 <br />PROJTQCT� <br />04128.000-01661 <br />1[ODlIe <br />4EAB <br />1672- ARIA" <br />GARAGM BITMG: <br />RIGHT <br />PAIL <br />CONNECTOR <br />SCHEDULE <br />150 MPH EXP. B <br />"'PRINT D11/7/17 <br />BCALR: 1 /4"=1' - 0" <br />8*191.RT <br />4.2 <br />