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CONNECTOR SCHEDULE I 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-16
<br />1450
<br />HTA 16-I6
<br />1625
<br />(8) 10d x 1 1/2' I -PLY, (b) I66 2-PLY, (USP: (10) I0d X 1 1/2' - NO 16.1 OPTION)
<br />(2) META-16
<br />F385
<br />(2) HTA I6-18
<br />2800
<br />(10) 10d x 1 IRE' ]-PLY, (USP: (10) 1" x 1 I29
<br />2515
<br />(14) Ibd 2-PLY (USP: NO I6d OPTION)
<br />HETA-I6
<br />1810
<br />HTA Ib
<br />1810
<br />(9) 10d x 1 1/2' 1-PLY, (6) Ibd 2-PLY USP: 110110d x 1 1/2', NO I6d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(9) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION
<br />}
<br />w
<br />Z
<br />(2) HETA-20
<br />2035
<br />(21 HTA-20
<br />3230
<br />00) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 I/2'
<br />2500
<br />(12) 16d 2-PLY (USP: NO I6d OPTION)
<br />O
<br />LGT-2
<br />250
<br />LUGT-2
<br />550
<br />(1) - 1/4' x 2 U4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (Ib) 10d
<br />U)
<br />DETAL-20
<br />2480
<br />DWTA-20
<br />2430
<br />(18) - 10d x 1 112,1 PLY
<br />MGT
<br />3565
<br />MUGT
<br />4115
<br />lU 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (22) 10d TO WOOD (USP: (2S) 10d TO WOOD)
<br />HGT-2
<br />10980
<br />HUGT-2
<br />5190
<br />(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3
<br />10930
<br />HU13T-3
<br />98b0
<br />(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP, WOOD (S) U0d)
<br />LGT3-SD825
<br />3285
<br />LUGT-3
<br />3525
<br />(12) SDS 1,14'x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, U)OOD (12) WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x I-I2' (USP: (10) 10d x 1 12'
<br />VGT
<br />AS40
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(I) 5/0' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED),, (16)-SDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />III*
<br />NO USP CONVERSION FOR SN'1P50N (2)VGT)
<br />(2) 5/8' AIR. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />1155
<br />(14) 10d x 1 I2' (USP: (14) 10d x 1 12', (14) 10d)
<br />HTS-Ib
<br />1150
<br />HTW 16
<br />1260
<br />(16) 10d x 1 I2' (USP: (I6) 10d x 1 12', (16) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) 10d x 1 I2' (USP: (24) I" x 1 I2', (20) 10d)
<br />HTS-24
<br />WSO
<br />HTW 24
<br />1530
<br />(24) 10d x 1 1/2' (USP: (24) 1" x 1 I2', (20) 10d)
<br />LSTA-12 ..
<br />925
<br />LSTA 12
<br />930
<br />00) Iod USP, (10) Iod
<br />LSTA-18 .•
<br />1235
<br />LSTA 18
<br />1235
<br />04) 10d USP: (14)10.1
<br />MSTA-10
<br />1315
<br />MSTA-18
<br />1310
<br />(14) 10d USP; (14) 106
<br />V)
<br />MSTA-24 .
<br />1640
<br />MSTA-24
<br />1640
<br />(18) IOd USP: (18) Iod
<br />CL
<br />MSTA-30 ••
<br />2050
<br />META-30
<br />2065
<br />(22) 10d USP; (22)10d
<br />MSTA-36 .+
<br />2050
<br />MSTA-36
<br />2065
<br />(26)10d USP, (26)106
<br />I—
<br />MSTI-36
<br />30"
<br />KSTI 236
<br />3890
<br />(36) 10d x 1 1/2' USP: (36) 10d x 1 I2'
<br />U)
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(49) 10d x 1 I2' USP: (48) 10d x 1 I2'
<br />H6
<br />95o
<br />LFTA 6
<br />1210
<br />(S) Bd TO PLATES, (8) 8d TO STUDS (USP: 0( ) 8d x 1 I2', (Ib) Sd)
<br />SP4
<br />885
<br />SPT 4
<br />543
<br />(6) 10d x 1 I2' TO STUDS USP: (6) 10d x 1 I2' TO STUDS
<br />A34
<br />359
<br />MP 34
<br />380
<br />(4) Sd x 1 1/2' TO BEAM, (4) Sd x 1 12' TO POST. USP; (4) 86 x 1 I2' TO BEAM, (4) Bd x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />WHOP 2
<br />800
<br />(12) 10d x 1 I2' USP: (10) 10d x 1 I2' TO TRUSS, (10) 10d X 1 I2' TO PLATE
<br />HIOA
<br />1140
<br />RT I&A
<br />13M
<br />(18) Iod x 1 I2' USP, (9) 10d x 1 1/2' TO TRUSS, (W 10d X 1 I2' TO PLATE
<br />VGT 4 HDU4
<br />4S40
<br />PHD 4A
<br />5215
<br />(I6)-SDS 1/4'x3' TO WOOD, (10)-SDS I/4'x2 I2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
<br />USP: 5/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
<br />VGT 4 WD1B
<br />4540
<br />TDX 10
<br />10140
<br />(16)-SOS 1/4'xV TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER2PLY
<br />USP: 1/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />b115
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONIC., (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />@coo
<br />PAU 66
<br />2380
<br />16005
<br />(U 5/9' At.R IN HIGH STRENGTH EPDXY, (MN.'I' EMBED.) IN CONC., (12)16d TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />LTTI9 •+
<br />i940
<br />LTS 19
<br />1205
<br />(U 3/4'ATR. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC„ (8710d TO WOOD USP: SAME AS SIMPSON
<br />O
<br />=
<br />Lt720B ••.
<br />1500
<br />Lt8 205
<br />1105
<br />lU I2' A.T.R. IN HIGH STRENGTH EPDXY, (MINI. 1' EMBED.) IN CONC„ (I0)10d TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 101d x 1 I2', 2-I2'
<br />0
<br />HTT4
<br />44S5
<br />WTT45
<br />4160
<br />!U 5/e' ,4T.R IN HIGH STRENGTH EPDXY (MIN 1' EMBED) IN CONC, (W8 SD'10 X 1 U2' (USP: (20) I6d X 2-1/2')Z U8P HAS MORE NAIL OPTIONS: (20) 10d, (20) Od x 1-I2% (20) I6d x 2 12'
<br />Q
<br />HTT9
<br />5090
<br />NTT49
<br />9005
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC, (26) Ibd X 2 I2' (USP: (20) Ibd X 2-1/2*)USP HAS MORE NAIL OPTIONS: (20) 10d, (28) 10d. 1-1/2', (20) Ibd x 2 1/2'HHDQII-SDS
<br />25+
<br />11010
<br />UPND 11
<br />14395
<br />(I) I' A.T.R IN HIGH STRENGTH EPDXY, (MIN O' EMBED.) IN CONC, (24) SDS Y.' x A' WOOD SCREWS (USP: (24) Wb3 WOOD SCREWS)
<br />HD16
<br />6645
<br />TDX 10
<br />10140
<br />(U 1/V A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4- STUD BOLTS TO WOOD (USP: (4) 1/W BOLTS)
<br />0
<br />MBHA 356/1125
<br />3415
<br />5330
<br />NFM3gX12U
<br />2580
<br />1130
<br />SIMPSON: (1) 3/4* A.TJt IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CU-W. TOP, (U 3/4'
<br />ATINHIGH STRENGTH EPDXY, (MIN.6.15' EMBEDMENT) IN CML. FACE, (U'l)10U TO BEAM
<br />USP: (I) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSETiREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE,
<br />W
<br />V'
<br />14USC412 (WOOD)
<br />363
<br />2660 (FLR)
<br />HU54121F
<br />3060
<br />2110 (FLR)5
<br />llO/ I66 i0 HEADER (10) I6d TO WOOD USP: SAT'B AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />1800
<br />4920
<br />WD410 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 V WS3 SCREWS, (10) 106 TO WOOD.
<br />USP l20) 3/I6' TAPPER-, (10) 10d TO WOOD
<br />=
<br />WUC210-2 (CMU)
<br />Is"
<br />5085
<br />HD210-21F
<br />1305
<br />5000
<br />08) 1/4' x 2-3/4' TITEN (9 PER FLANGE) i0 CMU, (10) 10d TO WOOD, (UW: (I8) 1/4' x 3' U.153 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/I6' TAPPER-, (10) IOd TO UIOOD
<br />HUC210-3 (CMU)
<br />Ib®0
<br />Sobs
<br />HD210-31F
<br />1305
<br />500o
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP, (18) 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) 10d TO WOOD
<br />LGUM2(.-2-SDS
<br />1430
<br />5s99
<br />LGUM26-2
<br />2125
<br />6065
<br />(41 3/8' x 4' TTEN HD ANCHORS (2 PER PLAICE) TO CM . (4) 114' X 2 1/2' SDS SCREWS TO WOOD,
<br />(4) 3/ ' X 4' WEDG BOLT.e W93 WOODSCREWS
<br />HIGH STRENGTH EPDXY • SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARGHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />WHERE ANCHOR EMBEDMENT IS GRATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
<br />•+ IOd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 239, REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 18 REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />+ MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />LI
<br />I--
<br />O
<br />AIR. • 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 STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGNEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'U100D CONSTRUCTION CONNECTORS G-C2011' , 'NIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING FASTENING SYSTEMS FOR CONCRETE 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 5'-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 (o
<br />UP TO 5'-0'
<br />DBL 2 x IS
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO V-0'
<br />DBL 2 x 12
<br />V-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (it.)
<br />UP TO
<br />5'-0' TO
<br />B'-0'
<br />U.N.O.
<br />4'-II 1/2'
<br />1'-11 I/2'
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LENGTH STUDS
<br />2
<br />AT EACH END OF HEADER
<br />I
<br />3
<br />F(2 x 12
<br />22 S 2
<br />1AS, OSB
<br />NAIL (3) 12d a W-W O.C.
<br />TYP. 2x12 BM./HDR.
<br />I. 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 MT5-12
<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 REQ. ARE STANDARD U.N.O ON FRAMING PLAN
<br />C6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-126 HAND DRIVES a 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 />S.REFER TO DETAIL 6 SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C R I T E C T 81
<br />6
<br />Design
<br />Grou .2.
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL32750
<br />PH: 407-774-6078
<br />FAX: 407.7744078
<br />www.abdeslgngroup.com
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<br />"1828—CALI"
<br />GARAGM SWMG:
<br />LEFT
<br />PAGB:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />mm 11/07/17
<br />BCALft 1/4"=1'-O"
<br />EDMO T
<br />4.1
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