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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-16
<br />1450
<br />HTA 16-18
<br />1625
<br />(8) led x 1 12' I -PLY, (6) I6d 2-PLY, (USP: (10) 101d X 1 )2' - NO 16d OPTION)
<br />(2) META-16
<br />1985
<br />(2) HTA 16-18
<br />2800
<br />(10) led x 1 12' I -PLY, (USP: (10) Ned x 1 1/2')
<br />2515
<br />(14) Ibd 2-PLY (USP: NO I(pd OPTION)
<br />META -lb
<br />1840
<br />HTA Ib
<br />1810
<br />(9) led x 1 I2' )-PLY, (0) l6d 2-PLY USP: (10) led x 1 1/2', NO I6d OPTION
<br />HETA-20
<br />late
<br />HTA 20
<br />laic
<br />(9) 1041 x 1 I2' i-PLY, (8) lbd 2-PLY USP: (10) 10d x 1 1/2', NO Wd OPTION
<br />}..
<br />Q.
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) 10d x 11/2' 1-PLY USP: (10) led x 1 I/2'
<br />2500
<br />(R) I6d 2-PLY (USP: NO I6d OPTION)
<br />Z
<br />0
<br />LGi-2
<br />2150
<br />LUGT-2
<br />1550
<br />(W - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' U)B, WOOD (IS) led
<br />V)
<br />DETAL-20
<br />2480
<br />DHTA-20
<br />2430
<br />(18) - led x 1 1/2, 1 PLY
<br />MGT
<br />396s
<br />MUGT
<br />4115
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (USP: (28) led TO WOOD)
<br />HGT-2
<br />10980
<br />HUGT-2
<br />9190
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) Od TO WOOD (USP: WOOD (0) led)
<br />NGT-3
<br />10530
<br />HOST-3
<br />So"
<br />(2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 101d TO WOOD (USP: WOOD (S) 10d)
<br />LGT3-SDS25
<br />32M
<br />LUGT-3
<br />3525
<br />(12) $DS V4'x3' TO GIBER, (4) 3/S' x S' TITEN ND TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) LL525)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />I210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) led x 1.1/2' (USP: (10) led x 1 1/2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'X3' TO WOOD
<br />(2I VGT
<br />lies
<br />NO U5P CONVERSION FOR $IMP50N (2) VGT)
<br />(2) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1ee0
<br />MTW 12
<br />IHS
<br />(14) led x 1 1/2' (USP: (14) 10d x 1 12', (14) led)
<br />HTS-lb
<br />1150
<br />HTW 16
<br />1260
<br />(16) 10d x 1 1/2' (USP: (16) 10d x 1 12', (16) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) Ned x 1 12' (USP: (24) led x 1 12', (20) 10d)
<br />HTS-24
<br />145m
<br />HTW 24
<br />S30
<br />(24) led x 1 12' (USP: (24) 10d x 1 12', (20) led)
<br />LSTA-12 +
<br />925
<br />LSTA R
<br />S30
<br />(10) led USP: (10) 10d
<br />LSTA-18 ..
<br />1235
<br />LSTA 18
<br />1235
<br />(14) A9d USP: (14) led
<br />MSTA-16 •
<br />INS
<br />MSTA-16
<br />1310
<br />(14) led USP: (14) led
<br />V)
<br />MSTA-24 •
<br />1640
<br />MSTA-24
<br />1640
<br />OW 10d USP, (I8)10d
<br />OL
<br />MSTA-30 .+
<br />2050
<br />MSTA-30
<br />2065
<br />(22) Icd USP: (22) 10d
<br />MSTA-36 +
<br />2050
<br />MSTA-36
<br />2065
<br />(26)led USP: (26)led
<br />MSTI-36
<br />38"
<br />KSTI 236
<br />3890
<br />(36) Ned x 1 12' USP: (36) 10d x 1 12'
<br />V)
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(4a) 10d x 1 12' USP: (48)led x 1 12'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />1(8)
<br />Sd TO PLATE$, (8) Sd TO STUDS (USP: Or.) Bd x 1 12', (16) ed)
<br />SP4
<br />sea
<br />SPT 4
<br />945
<br />(6) led x 1 12' TO STUDS U5P: (6) led x 1 12' TO STUDS
<br />A34
<br />305
<br />MP 34
<br />380
<br />(4) Sd x I I/2'. TO BEAM, (4) Sd x 1 I2' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST.
<br />HCP2
<br />64S
<br />HHCP 2
<br />am
<br />(12) led x 1 12' USP: (10) led x 112' TO TRUSS, (10) 10d X 1 12' TO PLATE
<br />HIOA
<br />1140
<br />RT 16A
<br />I!1w
<br />(18) Imd x 1 12' USP: (9) Ned x 1 12' TO TRUSS, (8) Ned X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4S40
<br />PHO 4A
<br />5215
<br />(Ib)-SDS 1/4'xV TO WOOD, (10)-506 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WA6HER2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, 00) WS3 WOOD SCREWS
<br />VGT U HD1B
<br />4940
<br />TDX 10
<br />10140
<br />(16)-SIDS I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSN)ASHER2PLY
<br />USP: 1/S' 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 />6115
<br />(1) s/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN GONG, (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />*005
<br />W 5/5' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CONIC., (12)16d TO WOOD USP: SAME AS SIMPSON
<br />N
<br />LTTIS .+
<br />1340
<br />LTS 19
<br />1205
<br />(U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC., (8110d TO WOOD USP; SAME AS SIMPSON
<br />=
<br />LTT206 ...
<br />IScc
<br />LT9 206
<br />Iles
<br />(U 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (10X0d TO WOOD
<br />USP: 3/4' ATR MN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) Ned, (10) 10d x 1 12', 2-12'
<br />V
<br />Z
<br />HTT4
<br />4455
<br />HTT45
<br />4160
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) N CONC„ (16) SD-10 X 1 I2' (USP: (20) I601 X 2-129
<br />USP HAS MORE NAIL OPTIONS: (20) led, (20) led x 1-IR', (20) Wd x 2 1/2'
<br />Q
<br />HTTS
<br />Sew
<br />HTT45
<br />sees)
<br />5/8' A.TR. IN HIGH STRENGTH EPDXY (MIN, 1' EMBED,) IN CONC„ (26) Ibd X 2 12' (USP: (20) Ibd X 2-1/2')USP HAS MORE NAIL OPTIONS: (28) 101cl, (28) led x 1-12', (20) I6d x 2 12'
<br />HHDQII-SDS 25•
<br />11,510
<br />UPHD 11
<br />14395
<br />(U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDSYa' x 21$' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS)
<br />HD16
<br />6645
<br />TDX le
<br />10140
<br />(1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 1/6' BOLT$)
<br />(n
<br />MBHA 356/1125
<br />3419
<br />5330
<br />NFM35XI2U
<br />258c
<br />1130
<br />SIMPSON: (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, W 3/4'
<br />A.T.R. IN HIGH STRENGTH EPDXY, (MIN. EMBEDMENT) IN CML. FACE, (I0)10d TO BEAM
<br />USP: (1) t2' J-BOLT W/ MINIMUM 6: EMBED, A NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' DIA ITW
<br />RAMSEVREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. UV MN 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />(14) Wd AT JOIST
<br />w
<br />0
<br />4USC412 (UIDODJ
<br />3635
<br />2660 (FLR)
<br />NU54121F
<br />306e
<br />2110 (FLR)
<br />(10) I6d i0 HEADER, (10) I6d TO WOOD USP: SAME A8 SIMPSON
<br />3265 (ROOF)
<br />3925(RCOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />lace
<br />4920
<br />WD410 IF
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD, (USP: (18) 1/4' x 3' W63 SCREWS, (10) Wd TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) led TO WOOD
<br />=
<br />14UC210-2 (CMU)
<br />1900
<br />DOSS,
<br />ND210-21F
<br />1305
<br />5000
<br />(10) V4' a 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD, (USP, (M) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD,
<br />USP (20) 3/16' TAPPER., (10) led TO WOOD
<br />HUC210-3 (CMU)
<br />low
<br />5089
<br />HD210-31F
<br />1309
<br />5ee0
<br />(IS) 1/4' x 2.3/4' TITEN (9 PER RANGE) TO CM, (10) led TO WOOD; (USP: (10) 1/4' x 3' WH3 SCREWS, (10) led TO WOOD.
<br />USP l20) 3/16' TAPPER-, (10) Wd TO WOOD
<br />LGUM26.2-SDS
<br />1430
<br />5595
<br />LGUM26.2
<br />2125
<br />6065
<br />(4) 3/8' x 4' TIT HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 I2' SDS SCREWS TO WOOD,
<br />l41 3/8' X 4' WE T•s WS3 SC WS
<br />HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />+ WWERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID w/ GROUT.
<br />.. 1Od COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />V)
<br />.• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />W
<br />I—
<br />0
<br />ATR • 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 CONNECTOR5, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
<br />USE OF EXPANSION ANCHORS WILL 15E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 9 MA90NRY
<br />CATALOG C-SAS-2012 < USP STRUCTURAL CONNECTORS 20115.2016. 11
<br />HhADEN bFAIN UHANT
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x b
<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 6
<br />UP TO 5'-0'
<br />DBL 2 x 6
<br />5'-0' TO b'-4'
<br />DBL 2 x 10
<br />6'-4' TO 8'-0'
<br />DBL 2 x 12
<br />8'-O' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (1`0
<br />UP TO
<br />5'-0' TO
<br />U.N.O.
<br />4'-II I2'
<br />1 1'-II 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 />'2 SYP)
<br />1/I6' OSB
<br />NAIL (3) 12d o 6'-8' O.C.
<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 -I&
<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 U.N.O ON FRAMING PLAN
<br />6, MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES * EA,
<br />END, CUT PITCH a 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 />8.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F.
<br />COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12,
<br />9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS a
<br />DETAILS.
<br />A R C N I T! C T I16
<br />Des*!gn
<br />Grou lnc.
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH:407.774.6078
<br />FAX: 407-7744078
<br />www.abdealgngroup.eom
<br />AA #: 0003325
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<br />SILVERADO
<br />LOT #3
<br />BLK #6
<br />PROJMT#
<br />04128.000-00361
<br />MOIDMIi
<br />4EBB
<br />"1828- CALI"
<br />GARAOR STIMO:
<br />LEFT
<br />PAGIM
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />D TA 10/19/17
<br />DCALR: 1 /4"=1' - O"
<br />R1212wr
<br />4.1
<br />
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