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CONNECTOR SCHEDULE CONTROL DATE: 01-01-15
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-I6
<br />1450
<br />HTA 16-18
<br />1400
<br />(1) 10d x 1 1/2' ]-PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 12d ' - NO I6OPTION)
<br />(2) META-16
<br />1985
<br />(2) HTA 16-18
<br />2800
<br />(I0) loci x 112' I -PLY, (USP: ll0) loci x 112'1
<br />19M
<br />(14) I6d 2-PLY (USP: NO 16d OPTION)
<br />WETA-16
<br />1810
<br />HTA I6
<br />1615
<br />(9) 11 x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 12', NO I6d OPTION
<br />14ETA-20
<br />1510
<br />HTA 20
<br />1615
<br />(5) Od x 1 1/2' I -PLY, (8) II 2-PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION
<br />>-
<br />ft�
<br />Z
<br />(2) WETA-20
<br />2035
<br />(2) HTA-20
<br />3110
<br />(10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2'
<br />2500
<br />(I?) Ibd 2-PLY (USP: NO U3d OPTION)
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />IS15
<br />(1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WB, WOOD (16) 10d
<br />0
<br />DETAL-20
<br />24M
<br />NO USP CONVERSION FOR SIMPSON DETAL-20
<br />(18) - 10d x 1 1/2, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />4000
<br />(1) 5/8' ATRR IN HIGH STRENGTH EPDXY (MtN. 12' EMBED), (22) 10d TO WOOD (USP: (26) 10d TO WOOD)
<br />HGT-2
<br />1098o
<br />HUGT-2
<br />9365
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10ci TO WOOD (U5P: WOOD (8) 10d)
<br />HGT-3 +
<br />IM30
<br />HUGT-3
<br />5365
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED). (IS) Nod TO WOOD (USP: WOOD (5) 10d)
<br />LGT3-SDS25
<br />3285
<br />LUGT-3
<br />5330
<br />(12)SIDS I/4'x2 12' TO GIRDER, (4) 3/8' x 5' TITEN WO TO WALL (USP: CONIC. (4) 3/8' X 5' UIEDGE BOLT, LLOOD (12) UJ$25
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1425 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1555
<br />(10) lod x 1-1/2' (U5P: (10) 101d x 1 1/2'
<br />VGT
<br />4540
<br />NO U5P CONVERSION FOR SIMI VGT
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-505 1/4'X3' / 2 PLY
<br />MTS-12
<br />low
<br />MTW 12
<br />15%
<br />(14) 10d x 112' (USP: (14) loci x 1 1/1', (14) IOd)
<br />HTS-I6
<br />1150
<br />HTW 16
<br />1660
<br />(I(o) 10d x 1 12' (USP: (16) 10d x 1 1/1', (16) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />2045
<br />(24) 10d x 1 1/2' (USP: (24)10.1. 1 1/2', (20) 10.1)
<br />HTS-24
<br />1450
<br />HTW 24
<br />2045
<br />(24) IOd x I V2' (USP: (24) 10d x 1 12', (20) 10d)
<br />LSTA-12
<br />'325
<br />LSTA 12
<br />51m
<br />(10) 10d USP: (10) Nod
<br />LSTA-IS .+
<br />I235
<br />LSTA IS
<br />1360
<br />(14) 10d U5P: (14) IOd
<br />MSTA-IS +.
<br />1315
<br />MSTA-18
<br />1315
<br />(14) 10d USP: (14) 10d
<br />(n
<br />M6TA-24 ..
<br />1640
<br />MSTA-24
<br />1150
<br />(16) loci USP: (18) Nod
<br />CL
<br />MSTA-30 ++
<br />2050
<br />MSTA-30
<br />2140
<br />(22) 10d USP: (22) Nod
<br />MSTA-36 .
<br />2050
<br />MSTA-36
<br />2525
<br />(26)10d USP: (26)10d
<br />F-
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3o90
<br />(36) 10d x 1 12' USP: (36) 10d x 1 1/2'
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />4250
<br />(48) 10d x 1 1/2' USP: (45) 10d x 1 12'
<br />H6
<br />550
<br />LFTA 6
<br />1595
<br />(8) Sd TO PLATES, (8) Sol TO STUDS (USP: (16) Sol x 1 12', (16) 8d)
<br />6P4
<br />ass
<br />5PT 4
<br />545
<br />(6) loci x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />A34
<br />355
<br />MP 34
<br />410
<br />(4) 86 x 1 12' i0 BEAM, (4) 8d x 1 12' TO POST. USP: (4) Sd x 1 I2' TO BEAM, (4) 8d x 1 12' TO POST.
<br />HCP2
<br />645
<br />WHOP 2
<br />1010
<br />(12) Nod x I V2' USP: (10) 10d x 1 12' TO TRU55, (10) 10d 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 4 HDU4
<br />4565
<br />PHD 4A
<br />4535
<br />lib)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NITSAUASHER2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
<br />VGT 4 W015
<br />4940
<br />TDX 10
<br />5110
<br />(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY
<br />USP: 1/8' ATR MIN. T EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/S' THRI-BOLTS
<br />ABU 44
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(U 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />ABU 66
<br />2300
<br />12000
<br />PAU 66
<br />2535
<br />13515
<br />!U 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12)1bd TO WOOD USP: SAME AS SIMPSON
<br />0
<br />LTT19 ..
<br />134V
<br />LTS 15
<br />1205
<br />W 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC„ (8ACd i0 WOOD U5P: SAME AS SIMPSON
<br />w
<br />S
<br />LTT206 ..+
<br />1500
<br />LT5 20B
<br />1105
<br />(1) 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (IOAOd TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-12'
<br />(„)
<br />Z
<br />HTT4
<br />4455
<br />HTT4
<br />4465
<br />(I) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONIC. (18) SD40 x 112' (USP: (20) I6d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) IOd x 1-12% (201 I6d x 2 12'
<br />Q
<br />HTT5
<br />5090
<br />HTT5
<br />5430
<br />(1) 5/8' AS.R IN NIGH STRENGTH EPDXY (MIN. T EMBED,) IN CONIC„ (26) I6d X 2 12' (U5P: (20) 16d X 2-12')
<br />USP WAS MORE NAIL OPTIONS: (25) 11 (28) 10d x 1-12', (29)) I6d x 2 1/2'
<br />HHDQII-5DS 25.
<br />11010
<br />UPHD Il
<br />12o90
<br />(U P ATR IN HIGH STRENGTH EPDXY, (MR 10' EMBED.) IN CONC„ (24) 5DS )l' x 7Ni' WOOD 6CREW5 (USP, (24) W53 WOOD SCREWS)
<br />WD15
<br />6645
<br />TDX 10
<br />5110
<br />(U 1/6' A.B. IN HIGH STRENGTH EPDXY, (MIN T EMBED.) IN CONC. (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />V)
<br />MBHA 356A125
<br />3415
<br />5330
<br />NFM35X12U
<br />3165
<br />1130
<br />SIMPSON, (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM. TOP, (U 3/4,
<br />A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18)10d TO BEAM
<br />U5P: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W 3/4' DIA ITW
<br />RAM9ET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />W
<br />0
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HU54121F
<br />3060
<br />2530 (FLR)
<br />10) I6d TO HEADER (0) I6d TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3225 (ROOF)
<br />Z
<br />Q
<br />14UC410 (CMU)
<br />1810
<br />5005
<br />H0410 IF
<br />1905
<br />3115
<br />(15) 1/4'. 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (16) 1/4'. 3' W53 SCREWS, (10) 10d TO WOOD.
<br />=
<br />HUG210-2 (CMU)
<br />1810
<br />5085
<br />HD210-21F
<br />190ri
<br />3115
<br />(I8) I/4' x 2-3/4' TITEN (9 PER FLANGE) t0 CMU. (10) loci TO WOOD: (U5P: (18) I/4' x 3' U153 9CREW8, (10) loci TOWOOD
<br />HUC210-3 (CMU)
<br />1810
<br />4000
<br />HD210-31F
<br />1905
<br />3115
<br />(IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) t0 CMU. (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (I0) 10d TO WOOD
<br />LGUM26-2-SDS
<br />1430
<br />5585
<br />NO USP CONVER51CN FOR SIMPSON LGUM26-2-SDS
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' 5DS SCREWS TO WOOD
<br />HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR 51MILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />+ WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT.
<br />PR+ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
<br />IOR 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 />F-
<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 CONVECTORS, 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 / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE MITTEN APPROVAL FROM THE ARCWITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'NIGH WIND -RESISTANT CONSTRUCTION C-HU109, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 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 1'-0'
<br />DBL 2 x 10
<br />1'-0' TO 10'-0'
<br />DBL 2 .12
<br />10'-O' AND OVER
<br />TWO STORY APPLICATION DOILN STAIRS
<br />51ZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO
<br />DBL 2 x 8
<br />V-0' TO 6'-4'
<br />DBL 2 x 10
<br />V-4' TO V-0'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0'
<br />U.N.O.
<br />4'-II 1/2'
<br />AND UP
<br />I
<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 />2 x 12
<br />("2 5YP)
<br />VI6' OSB
<br />NAIL (3) 12d v Fi'-8' O.C.
<br />TYP. 2x12 BM./HDR.
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY 6IMP50N 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 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 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 />6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES A EA,
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU65 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 />9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING UJALL STRAPS 4
<br />DETAILS.
<br />r-ANCN IT E C T 5
<br />6
<br />Design
<br />Grou 1.�.
<br />1441 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-7746078
<br />FAX: 407-7744078
<br />www.abde igngroup.com
<br />L AA N: 0003326
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<br />W
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<br />W
<br />0
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<br />W
<br />0
<br />!E-F
<br />0
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<br />SVSDIV. de LOT:
<br />SILVERADO
<br />LOT 20
<br />BLK 1
<br />PROJECT
<br />04128.00 —20001
<br />moDura
<br />4EGB
<br />"GALEN"
<br />GARAGR BAWD:
<br />LEFT
<br />PAOM
<br />CONNECTOR
<br />SCHEDULE
<br />%150 MPH EXP B
<br />ARCHRECT-
<br />STATE OF FLOPQ
<br />DA 11/07/16
<br />EICA m 1/4"=1'-O"
<br />e*fr.=
<br />7 .1
<br />
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