|
CONNECTOR
<br />SCHEDULE CONTROL DATE: mI-o,-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 16-10
<br />1625
<br />(a) 10d x 1 12' 1-PLY, (6) 16d 2-PLY, (USP, (I0) 101cl X 1 1/2' - NO 16d OPTION)
<br />(2) META-16
<br />I965
<br />(2) HTA 16-18
<br />2800
<br />(10) 10d x 1 12' I -PLY, (USP: (10) I0d x 1 1/27
<br />2515
<br />(14) Wd 2-PLY (USP: NO 16d OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1610
<br />(5) 10d x 1 1/2' I -PLY, (6) 16d 2-PLY USP: (10) 10d x 1 1/2', NO Wd OPTION
<br />HETA-20
<br />1610
<br />HTA 20
<br />1810
<br />(W 10d x 1 1/2' 1-PLY, (8) 16d 2-PLY U5P: (10) 10d x 1 1/1', NO Ibd OPTION
<br />}.
<br />Of
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) 10d x 1 I/2' I -PLY USP: (10) loci x 1 1/2'
<br />2500
<br />(12) Wd 2-PLY (USP: NO Ibd OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITER 2 (USP: BLK (5) 1/4' W5, WOOD (I6) l0d
<br />DETAL-20
<br />2480
<br />DHTA-20
<br />2430
<br />(18) - 10d x 1 12, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />4115
<br />(1) 5/8' A,TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Wd TO WOOD (USP: (28) 10d TO WOOD)
<br />HGT-2 .
<br />10960
<br />HUGT-2
<br />9190
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 101d TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3 •
<br />10530
<br />HUGT-3
<br />W60
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) IOd TO WOOD (USP: WOOD (S) 10d)
<br />LGT3.50525
<br />3280
<br />LUGT-3
<br />3525
<br />(12) SDS 1/4'x3' TO GIRDER (4) 3/8' x W TITEN HO TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-608 1/4'X3' TO WOOD
<br />(2) VGT
<br />Ilse
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/6' A.T.R. IN W404 STRENGTH EPDXY (MIN. 12' EMBED), (32)-605 1/4'X3' / 2 PLY
<br />MTS-12
<br />low
<br />MTW 12
<br />I195
<br />(14) 10d x 1 12' (USP: (14) 10d x 1 1/1', (14) 10d)
<br />HT6-16
<br />ISO
<br />HTW 16
<br />1260
<br />(I6) Wd x 1 1/2' (USP: (16) Vol x 1 1/2', (W) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) loci x 1 12' (USP: /24) 10d x 1 1/2', (20) 10d)
<br />HTS-24
<br />145m
<br />HTW 24
<br />1530
<br />(24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 104)
<br />LSTA-12 ++
<br />S25
<br />LSTA 12
<br />S30
<br />(10) loci U5P, (10) Wd
<br />LSTA-18 ..
<br />1235
<br />LSTA 18
<br />1239
<br />(I4) 10d USP: (14) loci
<br />MSTA-18 +.
<br />1315
<br />M5TA-18
<br />1310
<br />(14) Iod USP: (14) 10d
<br />N
<br />MBTA-24 +.
<br />1640
<br />META-24
<br />14,40
<br />(18) led USP: (18) 10d
<br />!1
<br />MBTA-30 ++
<br />2050
<br />MSTA-30
<br />2065
<br />(22)101cl USP: (22)10d
<br /><
<br />ce
<br />MSTA-36 +
<br />2050
<br />MSTA-36
<br />2065
<br />(26)10d USP: (26)10d
<br />F-
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3890
<br />(36) 10d x 1 1/2' USP: (36) 1" x 1 1/2'
<br />(n
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(48) 10d x 11/2' USP: f48110d x 112'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />(0) 8d TO PLATES, (5) 6d TO STUDS (USP: (IS) ad x 1 1/2', (16) ad)
<br />SP4
<br />me
<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 />395
<br />MP 34
<br />380
<br />(4) 8d x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) ad x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />Boo
<br />(12) 10d x 1 1/2' USP: (10) 10d x 1 1/1' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
<br />1410A
<br />1140
<br />RT 16A
<br />1380
<br />(19) led x 1 1/2' USP: (5) 10d x 1 12' TO TR156, (8) 10d X 1 1/2' TO PLATE
<br />VGT 4 NDU4
<br />4940
<br />PHD 4A
<br />5215
<br />(W)-$05 1/4'x3' TO WOOD, (10)-508 1/4'x2 I/V W/ THREADED ROD, (2) NUTS/UASHER/2 PLY
<br />USP: 5/6' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS
<br />VGT 4 H015
<br />4940
<br />TDX 10
<br />10140
<br />lib)-608 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIASHER/2PLY
<br />USP: 116' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/0' THRJ-BOLTS
<br />AM 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ (12) Wcl TO WOOD USP, SAME AS SIMPSON
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />16005
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ 02)16d TO WOOD USP, SAME AS SIMPSON
<br />V)
<br />LTTI9 .+
<br />1340
<br />LTS 19
<br />1205
<br />(1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) M CONC„ (DA" TO WOOD USP: SAME AS SIMPSON
<br />0
<br />LTT20B .++
<br />1500
<br />LTb 206
<br />1105
<br />(1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC„ (10)I0d TO WOOD
<br />USP, 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, 00) 10d (10) 10d x 1 1/2', 2-12'
<br />(.)
<br />Z
<br />HTT4
<br />4495
<br />HTT45
<br />4160
<br />(U 9/8' ATR M HIGH STRENGTH EPDXY (MIN. 1' EMiDED) IN CONC„ (18) 8DM0 X 112' (USP: (20)Ibd X 2-129
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) Wd x 2 I/2'
<br />Q
<br />HTT5
<br />5090
<br />HTT45
<br />5005
<br />(1) B/V A.TR IN HIGH STRENGTH EPDXY (MIN. T' EMBED.) IN CONC., (26) 16d X 2 12' (USP: (20) Wd X 2-12')
<br />USP WAS MORE NAIL OPTIONS: (28) 10d, (20)10d x 1-1/2', (20) Wd x 2 12'
<br />WHOOII.505 2.5+
<br />11010
<br />UPHD 11
<br />143W
<br />(I) 1' ATR IN HIGH STRENGTH EPDXY, (MIN. W' EMBED.) IN GONG, (24) SIPS x A' WOOD SCREWS (USP, (24) WS3 WOOD SCREWS)
<br />HD15
<br />6645
<br />TDX 10
<br />10140
<br />(I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />MBHA 3,56/1125
<br />3415
<br />'3330
<br />NFM35Xl2U
<br />2580
<br />1130
<br />SIMPSON, (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMA. TOP, (1).1/4'
<br />A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMIJ. FACE, (10ACd TO BEAM
<br />USP; (1) 1/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMBET/RFDNEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />0n
<br />Lal
<br />0
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HU54121F
<br />3060
<br />2110 (PLR)
<br />(10) 16d TO HEADER (10) Wd TO WOOD USP: SAME A5 SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CMU)
<br />1800
<br />4920
<br />HD410 IF
<br />1305
<br />5000
<br />(10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP, (10) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) 10d TO WOOD
<br />HLC210-2 (CMU)
<br />lam
<br />S085
<br />H0210-211F
<br />1305
<br />5000
<br />(10) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 aCREW6, 00) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />ow
<br />BOSS
<br />W0210-31F
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMN, (10)10d TO UVOD: (USP: (18) I/4' x V WS3 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) Wd TO WOOD
<br />LGUM26-2-5DS
<br />1430
<br />5895
<br />LGUM26.2
<br />2125
<br />6065
<br />(4) 3/8' x 4' TITEN HD ANCHORS e2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SD6 61-REWS TO WDOD,
<br />(4) 31W X 4' WEDGE 5OLT-i W83
<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 />WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMA WALL MUST BE FILLED SOLID w/ GROUT.
<br />.. 10d 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 REOUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />• MINIMUM EMBEDMENT INTO THE TOP OF A 5ON05EAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />LLJ
<br />I—
<br />O
<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 SINiE THAT THE PROPER CORROSION PROTECTION
<br />IS USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE 5TAINLE55 STEEL FASTENERS, WHEN USING ZMAX / HDG GALVANIZED CONNECTOR$, USE FASTENERS GALVANIZED PER ASTM-AI53
<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 ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HU,RCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE N MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115.20W
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />512E
<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
<br />DBL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOWN STAIRS
<br />SIZE
<br />CLEAR $PAN
<br />DBL 2 x b
<br />UP TO 5'-0'
<br />DBL 2 x 6
<br />5'-0' TO V-4'
<br />DBL 2 x 10
<br />6'-4' TO W-0'
<br />DBL 2 x 12
<br />8'-V AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0.
<br />UN.O.
<br />4'-II 1/2'
<br />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 LENGTH STUDS
<br />2
<br />AT EACH END OF HEADER
<br />1
<br />3
<br />F2 x 12
<br />(r1 SYP)
<br />1/16' OSB
<br />NAIL (3) 12d a 6'-W O.C.
<br />TYP. 2x1?- 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, UN.O:
<br />• TRUSS TO MASONRY/CONCRETE SHALL BE META-16
<br />FLOOR TRUSS TO MASONRY/CONCRETE SHALL 5E 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 51ZE OF ROOF/FLOOR TRUSSES.
<br />5. HEADER SPAN CHART 4 MINIMUM WALL a HEADER
<br />5TUD RECQ, ARE STANDARD UN.O ON FRAMING PLAN
<br />6. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES o EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS.
<br />1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU55ES TO TOP OF TRU55 BEARING.
<br />&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F.
<br />COMPARTMENT PER 5TH ED, 2014 F5C RESIDENTIAL -SECTION R302.12.
<br />9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C H IT E C T 8 1
<br />Gr esi 1n
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774.6078
<br />FAX 407-7744076
<br />www.abdesigngroup.com
<br />AA N: 0003325
<br />v
<br />0
<br />a
<br />U
<br />y
<br />O
<br />2
<br />4
<br />ci
<br />sVEIDIV. Sc WT:
<br />SILVERADO
<br />LOT 24
<br />BLK 6
<br />PROJSCT�
<br />04128.000-02461
<br />HODAMe
<br />4EHB
<br />"2605—HAYDEN"
<br />OARAGN 8wn10:
<br />RIGHT
<br />PAOM:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />DP 11/09/17
<br />SCALE: 1 /4"=1' - 0"
<br />slum"
<br />7.1
<br />
|