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CONNECTOR SCHEDULE CONTROL DATE: 01-05-I1
<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-I0
<br />1625
<br />(8> 10d x 1 1/2' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO Ibd OPTION)
<br />(2) META-16
<br />1985
<br />(2) HTA I6-18
<br />2800
<br />(10) 10d x 1 1/2' I -PLY, (USP: (10) lod x 11/2V
<br />2515
<br />(14) I&d 2-PLY (USP: NO Wd OPTION)
<br />META-16
<br />1810
<br />HTA 16
<br />1810
<br />(5) 10d x 1 1/2' I -PLY, (8) 166 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION
<br />HETA-20
<br />1810
<br />PTA 20
<br />1610
<br />(5) 10d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/2'. NO 166 OPTION
<br />�-
<br />Z
<br />(2) HETA-20
<br />2035
<br />l2) HTA-20
<br />3230
<br />(10) 10d x 1 1/2' I -PLY USP: (10) lod x 1 1/2'
<br />2500
<br />(12) Ibd 2-PLY (USP: NO Ibd OPTION)
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP: MILK (5) 1/4' WB, WOOD (16) 10d
<br />V)
<br />OETAL-20
<br />2480
<br />OWTA-2-0
<br />2430
<br />(18) - lod x 1 I/2, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />4115
<br />(Il 5/8' A.TR IN NIGH STRENGTH EPDXY (MIN. 12' EMMIED), (22) loci TO WOOD (USP: (28) loci TO MOOD)
<br />HGT-2 +
<br />WSW
<br />HUGT-2
<br />S150
<br />(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (USP: WOOD (W l0d)
<br />HGT-3
<br />10530
<br />H1GT-3
<br />Sabo
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD (USP: WOOD (W Iod)
<br />LGT3-SD82S
<br />3205
<br />LUGT-3
<br />3525
<br />(12) SDS 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />610
<br />(10) 10d x 1-I/2' (USP: (10) 10d x 1 1/2'
<br />VGT
<br />4S40
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/&' A.TR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16)-808 1/4'X3' TO WOOD
<br />(2) VGT
<br />lies
<br />NO U5P CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)•8D8 1/4'X3' / 2 PLY
<br />MTS-12
<br />Im00
<br />MTW 12
<br />1155
<br />1 (14) lod x 1 I/2' (USP: (H) 10d x 1 1/2', (14) 10d)
<br />HT5-16
<br />ISO
<br />WTW 16
<br />1260
<br />(16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<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 1/2' !USP: (24) 10d x 1 1/2', (20) 10d)
<br />LSTA-12 .
<br />S25
<br />LSTA 12
<br />S30
<br />(10) loci U8P: (10) Iod
<br />LSTA-18 +.
<br />1235
<br />LSTA IB
<br />1235
<br />(14) 10d USP: (14) IOd
<br />MSTA-18 +.
<br />IBIS
<br />MSTA-18
<br />1310
<br />(14) loci USP: (14) 10d
<br />Ln
<br />MSTA-24 +.
<br />W40
<br />MSTA-24
<br />I640
<br />(18) loci USP: (IS) lod
<br />CL
<br />MSTA-30 +.
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 10d USP: (22) 1"
<br />MSTA-36 +.
<br />2050
<br />MSTA-36
<br />2065
<br />(26)lod USP: (26)10d
<br />�-
<br />MOTI-36
<br />3800
<br />KSTI 236
<br />38SO
<br />(36) 10d x 1 1/2' USP: (36) 10d x 1 1/2'
<br />V)
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(4e) 10d x 1 1/2' USP: (48) 10d x 1 I/2'
<br />H6
<br />S50
<br />LFTA 6
<br />1210
<br />(e) Sd TO PLATES, (8) Sd TO STUDS (USP: (16) 8d x 1 1/2% (16) 8d)
<br />SP4
<br />885
<br />SPT 4
<br />S45
<br />(6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />A34
<br />3S5
<br />MP 34
<br />380
<br />(4) Sd x 1 I/2' TO BEAM, (4) Bd x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST.
<br />HCP2
<br />649
<br />HHCP 2
<br />S00
<br />(12) lod x 1 1/2' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 101:1 X 1 1/2' TO PLATE
<br />HIOA
<br />1140
<br />RT *A
<br />13W
<br />(18) 106 x 1 1/2' USP: (S) 106 x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE
<br />VGT 4 HDU4
<br />4S40
<br />PHD 4A
<br />5215
<br />(10)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WA8HER/2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS
<br />VGT 4 HD1B
<br />4S40
<br />TDX 10
<br />10140
<br />(16)-SDS 1/4'xY TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTBNIASHE"PLY
<br />USP: 1/W ATR MIN. 1' EMBED SET IN NIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS
<br />A15U 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2S35
<br />6115
<br />(I) 5/e' A.T,R IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />2380
<br />16005
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONG, M)16d TO WOOD USP: SAME AS SIMPSON
<br />N
<br />Q
<br />LTTIS .+
<br />1340
<br />LTS 1-3
<br />120s
<br />!U 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MINT EMBED.) IN CCNK:., (SA0d TO WOOD USP: SAME AS SIMPSON
<br />=
<br />LTT206 ...
<br />1500
<br />Li9 206
<br />1105
<br />!U IR' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (10)lod TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, (10) 10d x 11/2% 2-1/2'
<br />0
<br />Z
<br />NTT4
<br />4455
<br />PT745
<br />4160
<br />(U 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. T EMBEDJ IN CONC, OW SO-10 X 1 1/2' (USP: (20) Ibd X 2-1/2.)
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) ]Oct x I-1/2', (20) Ibd x 2 1/2'
<br />Q
<br />HTT5
<br />Sow
<br />WTT45
<br />5005
<br />lU 5/8' A.T,R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) Ibd X 2 1/2' (USP: (20) l6d X 2-1/2V
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) 16d x 2 1/2'
<br />HHDQII-SDS 25+
<br />11,610
<br />UP14D 11
<br />143S5
<br />!U 1' ATR IN HIGH STRENGTH EPDXY, (MIN. lo' EMBED.) IN GONG, (24) 808 Yx' x ]$' WOOD SCREWS (USP: (24) WS3 WOOD SOWS)
<br />HD1B
<br />6645
<br />TDX 10
<br />10140
<br />(U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1• EMBED.) IN GONG, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />V)
<br />MBHA 356/II]5
<br />3415
<br />5330
<br />NFM35X12U
<br />2580
<br />1130
<br />81MP80N: (I) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.MU. TOP, (1) 314'
<br />A.T.R. IN HIGH STRENGTHEPDXY, (MIN. 6,15' EMBEDMENT) IN CMU. FACE, 118110d TO BEAM
<br />USP: (U 1/2' J-BOLT W/ MINIMUM 8: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDNEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />(142 10d AT J016T
<br />Li
<br />HU50412 !WOOD)
<br />3635
<br />2660 (FLR)
<br />WUS4121F
<br />3060
<br />2110 (FLR)
<br />(10) 16d TO HEADER 00) 16d TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC41O (CMU)
<br />1800
<br />4ffi0
<br />ND410 IF
<br />1305
<br />5000
<br />(IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO OMU, (10) 10d TO WOOD: (USP: (1W 1/4' x 3' W53 SCREWS, (10) lod TO WOOD.
<br />USP 12.1 3/16' TAPPER+, (10) IOd TO WOOD
<br />=
<br />HUC210-2 (CMU)
<br />low
<br />50e5
<br />HD210-21F
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) loci TO WOOD: (USP: (1W 1/4' x 3' U83 8CREWS, (10) Old TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />1600
<br />5085
<br />HD210-31F
<br />13M
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 106 TO WOOD: (USP: (18) 1/4' x V WS3 SCREW&, (10) loci TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD
<br />LGUM26-2-SDS
<br />1430
<br />5555
<br />LGUM26-2
<br />2125
<br />6065
<br />(4) 3/8' x 4' TITEN HD ANCHOR& (2 PER FLANGE) TO CMU, (4) I/4• X 2 I/2' 8D8 BCREIll9 TO WOOD,
<br />USP (4) 3/8' X 4' LT., LLk33 DSC UA9
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/EWWNEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />• WHERE ANCHOR EMBEDMENT 18 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID w/ GROUT.
<br />.. 10d COMMON NAILS CAN BE OU56TITUTED WITH 106 x 1 1/2' NAILS IN CONJUSICTION WITH A 23. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />Lo
<br />+ + MINIMUM EMBEDMENT INTO THE TOP OF A BCNDBEAM WILL BE 5% MNII'IUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />Li
<br />1
<br />O
<br />A.T.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 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 NAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON WWOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-14MCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4USP STRUCTURAL CONNECTOR& 2015-2016.
<br />F.11 t
<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 DOUN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO V-0'
<br />DBL 2 x 6
<br />V-0' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4• TO W-m'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0'
<br />U.N.O.
<br />4'-I1 1/2'
<br />1'-II 1/2'
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LEN3T41 STUDS
<br />2
<br />AT EACH END OF HEADER
<br />1
<br />3
<br />2 VIP)
<br />("2 BYP)
<br />1/le" 05B
<br />NAIL (3) 12d 0 6'-8' O.C.
<br />FRAMING NOTES: I TYP. 2x12 BM./HDR. I
<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 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 REQ. ARE STANDARD UN.O ON FRAMING PLAN
<br />6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 10 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 5F.
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />5.REFER TO DETAIL ro SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C R I T E C T 81
<br />Design
<br />Gr u I�e.
<br />41 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX 407-7744078
<br />www.a bdesigngroup.00m
<br />AA M: 0003325
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<br />SL"mm do LOT
<br />SILVERADO
<br />LOT #1
<br />BLK #6
<br />PROJL'CT#
<br />04128.000-00161
<br />MODEM.
<br />4EHB
<br />"2605- HAYDEN"
<br />GARAGE BWWG:
<br />RIGHT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />ARCHITECT-
<br />STATE OF FLORIDA
<br />DP 7W 10/20/17
<br />8CAUM 1/4"=P-O"
<br />B*Emw
<br />7 .1
<br />
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