|
CONTROL DATE: 01-01-15
<br />CONNECTOR SCHEDULE
<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-I8
<br />1400
<br />(1) 10d x 1 1/2' I -PLY, (b) 16d 2-PLY, (llOP: (10) 10d X 1 1/2' - NO 16d OPTION)
<br />(2) META -IS
<br />1988
<br />(2) HTA 16-IS
<br />2800
<br />(10) 106 x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/1')
<br />ISOO
<br />(14) 16d 2-PLY (USP: NO Ibd OPTION)
<br />HETA-lb
<br />1810
<br />HTA 16
<br />1615
<br />(9) 10d x 1 12' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/1', NO Ibd OPTION
<br />HETA-20
<br />ISO
<br />HTA 20
<br />1615
<br />(9) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/1', NO Ibd OPTION
<br />�i
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3110
<br />(10) 10d x 1 1/2' 1-PLY USP: (10) IOd x I V2'
<br />2500
<br />(12) Ibd 2-PLY (USP: NO Ibd OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUST-2
<br />ISIS
<br />(1) - 1/4• x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (I6) 10d
<br />in
<br />DETAL-20
<br />2480
<br />NO USP CONVERSION FOR SIMPSON DETAL-20
<br />(18) - 106 x 1 1/2, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />4000
<br />(U 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD)
<br />HGT-2
<br />10980
<br />WLIGT-2
<br />9365
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) Od TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3
<br />10530
<br />HUGT-3
<br />9365
<br />(2) 3/4' ATR. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16) 10d TO WOOD (U5P: WOOD (8) I0d)
<br />LGT3-SDS25
<br />3285
<br />LUGT-3
<br />5330
<br />(12) SDS 1/4'x2 12' TO GIRDER, (4) 3/8' x S' TITEN HD TO WALL (USP: CONC. (4) 3/8' X S' WEDGE BOLT, WOOD (I2) W525)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1425 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1555
<br />(10) 10d x 1-1/2' (USP! (lo) IOd x 1 1/2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMP9CN VGT
<br />(1) 5/B' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />li85
<br />NO USP CONVERSION FOR SIMPSCN (2) VGT)
<br />(2) 5/S' A.T.R. IN HIGH STRENGTH EPDXY_(MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />loco
<br />MTW 12
<br />15,35
<br />(14) 106 x 1 12' NSP: (14) 10d x 1 1/2', (14) 10d)
<br />HTS-I6
<br />1150
<br />HTW 16
<br />1660
<br />(16) IOd x 1 1/2' (USP: (I6) IOd x 1 120, 06) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />2045
<br />(24)10d x 112' CUSP:(24)IOd x112% (20)10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />2045
<br />(24)10d x112' (USP:(24)10d x 112',(20)101d)
<br />LSTA-12 .
<br />925
<br />LSTA 12
<br />9lo
<br />(10) IOd USP: (10) 10d
<br />LSTA-18 ..
<br />1235
<br />LSTA 18
<br />1360
<br />(14) 10d USP: (14) 10d
<br />MSTA-18 ••
<br />1315
<br />MSTA-18
<br />13B
<br />04) 10d USP: (14) 10d
<br />N
<br />MSTA-24 ••
<br />1640
<br />MSTA-24
<br />1150
<br />(I8) lod USP: (15) 1"
<br />MSTA-30 ••
<br />2050
<br />MSTA-30
<br />2140
<br />(22) 10d USP: (22) 10d
<br /><
<br />MSTA-36 .
<br />2050
<br />MSTA-36
<br />2525
<br />(26)10d USP: (26)10d
<br />F-
<br />MST[-3&
<br />30"
<br />KSTI 236
<br />30W
<br />(3( ) 10d x 1 12' USP: (36) 10d x 1 12'
<br />V)
<br />M$TI-48
<br />5065
<br />KTSI 248
<br />4250
<br />(48) 10d x 1 12' USP: (48) 10d x I W'
<br />H6
<br />13W
<br />LFTA 6
<br />IS%
<br />181 Sd TO PLATES, (6) 86 TO STUDS (USP: (16) ad x 1 12', (Nb) 8d)
<br />SP4
<br />885
<br />SPT 4
<br />945
<br />(6)10d x 112'TO STUDS USP: (6)10d x 112'TO STUDS
<br />A34
<br />395
<br />MP 34
<br />410
<br />(4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />1010
<br />(12) Iod x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) IOd X 1 12' TO PLATE
<br />HIOA
<br />1340
<br />RT 16A
<br />2180
<br />(18) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
<br />VGT A HOU4
<br />4565
<br />P14D 4A
<br />4535
<br />(1(.)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSN)ASHER2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
<br />VGT 4 WD15
<br />4940
<br />TDX 10
<br />5110
<br />(I&)-SDS I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSN)ASHE"PLY
<br />USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' TWRU-BOLTS
<br />ABU 44
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS 5IMP50N
<br />ABU 66
<br />2300
<br />12000
<br />PAU 66
<br />2535
<br />13815
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN GONG, (12)lbd TO WOOD USP: SAME AS SIMPSON
<br />(n
<br />LTTI9 •
<br />1340
<br />LT5 19
<br />1205
<br />(U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)10d TO WOOD USP: SAME AS SIMPSON
<br />0
<br />=
<br />LTT205 •••
<br />1500
<br />LT9 20B
<br />1105
<br />(U 12' A.TR IN HIGH STRENGTH EPDXY, (MIN 1' EMBEDJ IN CONC, 110II0d TO WOOD
<br />USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) ]Old, (10) 10d x 1 12', 2-12'
<br />U
<br />Z
<br />1I774
<br />4455
<br />HTT4
<br />4465
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN GONG, (18) 5DO10 X 112' (USP: (20) 166 X 2-1/2')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-12', (20) 16d x 2 12'
<br />Q
<br />NTTS
<br />Sow
<br />H7T5
<br />5430
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (26) Ibd X 2 12' (USP: (20) Ibd X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (2W Oct, (2811" x 1. 1/2', (20) Ibd x 2 1/2'
<br />HHDQII-SDS 25•
<br />11010
<br />UPHD 11
<br />120W
<br />(I) I' A.TR IN HIGH STRENGTH EPDXY, (MIN. 10- EMBED.) IN CONC, (24) SDS Y.• x A' WOOD SCREWS (USP: (24) W83 WOOD SCREWS)
<br />1-I0113
<br />6645
<br />TDX 10
<br />5110
<br />(U l/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />V)
<br />MBHA 356/1125
<br />3415
<br />5330
<br />NFM35X12U
<br />3165
<br />1130
<br />SIMPSON: (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN GMU. TOP, (V 3/4'
<br />Al. INHIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. FACE, (18A0d TO BEAM
<br />USP: (U 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDHEAD OYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN. V EMBED DEPTH INSTALLED IN THE FACE.
<br />4 T
<br />Of
<br />LJ
<br />U'
<br />HUSC4I2 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HU54121F
<br />3060
<br />2530 (FLR)
<br />(10) Ibd TO HEADER, (10) Ibd TO WOOD USP: SAME A9 GIMP50N
<br />1 3265 (ROOF)
<br />3225 (ROOF)
<br />QHUC410
<br />(CMU)
<br />1810
<br />SOBS
<br />HD410 IF
<br />1905
<br />3115
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d 70 WOOD: (USP: (I8) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
<br />HUC2I0.2 (CMU)
<br />1810
<br />5085
<br />140210-21F
<br />1905
<br />3115
<br />(I8) 114' x 2.3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD
<br />HUC210.3 (CMU)
<br />1810
<br />4000
<br />HD210-31F
<br />1905
<br />1 3115
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (10) 1/4' x 3' W53 SCREW$, (10) Nod TO WOOD
<br />LGUM26-2-505
<br />1430
<br />5595
<br />NO USP CONVERSION FOR SIMPSON 1_6UI.126-2-SD$
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD
<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 />• UA4ERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT.
<br />• 10d COMMON NAIL$ CAN BE SUBSTITUTED WITH 10d x 1 12' NAIL$ 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 />LJ
<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 SURE THAT THE PROPER C0RRCGICN PROTECTION
<br />IS USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR&, USE FASTENERS GALVANIZED PER ABTM-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-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE A MASONRY CATALOG
<br />C-SAS-2012.
<br />SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
<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
<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 &
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO V-0'
<br />DBL 2 x 12
<br />8'-0' 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 />V-0'
<br />UN.O.
<br />4'-II 1/2'
<br />1'-li 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 />2 x 12
<br />("2 SYP)
<br />1/16' OSB
<br />NAIL (3) 12d a
<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, UN.O:
<br />TRUSS TO MASONRY/CONCRETE SHALL BE META-I(o
<br />FLOOR JOIST 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/3-10d GUN NAILS OR 3-126 HAND DRIVES 1w 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 />&.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED, 2014 FBG RESIDENTIAL -SECTION R302.12.
<br />S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C N I T E C T S
<br />Design
<br />GrouP-inc.
<br />141 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA #: 0003325 J
<br />F
<br />y
<br />U
<br />t
<br />4
<br />w
<br />c
<br />0
<br />V
<br />2
<br />W
<br />O
<br />S
<br />SVHDIV. do LOT:
<br />SILVERADO
<br />LOT 9
<br />BLK 1
<br />PROJECT#A
<br />04128.000-09001
<br />HODEIt
<br />4EAB
<br />"1672—ARIA"
<br />GARAGE STUNG:
<br />LEFT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />50 MPH EXP. B-CC
<br />ARCHITECT
<br />STATE OF FLORA
<br />W,.r
<br />D � 10/21/16
<br />SCALE: 1/4 V— 0"
<br />S*1mzT
<br />k. 4.2
<br />
|