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CTEDiLE CONTROL DATE: 01-05-Il
<br />O TECT®R SCHEDULE
<br />CONNECTOR
<br />SIMPSON
<br />LISP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />145c
<br />HTA 16-I6
<br />1625
<br />(a) 101d x 1 1/2' I -PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2' - NO lad OPTION)
<br />(2) META-16
<br />I
<br />(2) HTA 16.18
<br />2800
<br />(10) lod x 1 12' I -PLY, (U5P: (10) 10d x 1 1/2')
<br />2515
<br />(H) I6d 2-PLY (USP: NO 16d OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1610
<br />(9) 1Od x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 106 x 1 12', NO I6d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(9) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 12', NO I6d OPTION
<br />>_
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) 106 x 1 1/2' I -PLY USP: (10) 10d x I I/2'
<br />2500
<br />(12) I6d 2-PLY (U5P: NO I6d OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUST-2
<br />550
<br />!V I/4' x 2 I/4' TITEN, 2 (U5P: BLK (5) I/4' WB, WOOD 06) loci
<br />V)
<br />DET41--20
<br />24W
<br />DHTA-20
<br />2430
<br />(IS) - 106 x 1 1/2, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />4115
<br />(0 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. I2' EMBED), (22) IOd TO WOOD (USP: (20) 10d TO W000)
<br />HGT-2
<br />10980
<br />HUGT-2
<br />9190
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (1(,) 10d TO WOOD (U5P: WOOD l8) i0d)
<br />HGT-3
<br />10530
<br />HUGT-3
<br />S860
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) loci TO WOOD (USP: WOOD (8) 10d)
<br />LGT3-SD52.5
<br />3255
<br />LUGT-3
<br />3525
<br />(12) 5D5 1/4'z3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/6' 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) 106 x 1 1/2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR 51MP50N VGT
<br />(U 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'XV TO WOOD
<br />(2) VGT
<br />1185
<br />NO U5P CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-505 1/4'XV / 2 PLY
<br />MTS-12
<br />loco
<br />MTW 12
<br />1105
<br />(14) 10d x 1 1/2' (USP: (14) 10d x 1 12', (14) 106)
<br />4T6-16
<br />1150
<br />HTW 16
<br />1260
<br />(16) loci x 1 1/2' (U5P: (16) 10ci x 1 1/2', (16) 106)
<br />HTS-20
<br />1450
<br />HTW 20
<br />1530
<br />(24) 10d x 1 1/2' !U5P: (24) 10d x 1 1/2', (20) I0d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) 10d x 1 12' (USP: (24) 10d x 1 12% (20) IOd)
<br />L5TA-12 +
<br />S25
<br />LSTA 12
<br />S30
<br />(10) 10d USP: (10) 10d
<br />1_5TA-18 +
<br />1235
<br />LSTA 18
<br />1235
<br />(14) 10d 15P: 114) 10d
<br />115TA-18 .
<br />1315
<br />MSTA-18
<br />1310
<br />(14) 10d USR (14) lod
<br />N
<br />MSTA-24 +
<br />1640
<br />MSTA-24
<br />1640
<br />Nw lod USR (18) 10d
<br />a-
<br />MSTA-30 .+
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 10d U5P: (22) lod
<br /><
<br />M5TA-36 +
<br />2050
<br />M5TA-36
<br />2065
<br />(2(1)IDd USR (26)lod
<br />F--
<br />M5T!-36
<br />3800
<br />K5TI 236
<br />3890
<br />(36) 1Oaf x 1 12' USP! (36) lod x 1 I/2'
<br />N
<br />MST)-48
<br />5065
<br />KT51 248
<br />5140
<br />(48) 10d x 1 1/2' U5P: (48) 10d x 1 12'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />(6) ad TO PLATES, (8) 86 TO STUDS (USP: (16) 8d x 1 1/2', (I6) ad)
<br />SP4
<br />885
<br />5PT 4
<br />S45
<br />(6) Icd x 1 1/2' TO STUDS USP; (6) 10d x 1 1/2' TO STUD5
<br />A34
<br />395
<br />MP 34
<br />350
<br />(4) Sd x 1 1/2' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) od x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />500
<br />(12) lod x 1 IQ' U5P: (10) IOd x 1 12' TO TRUSS, (10) 10d X 1 1/2' TO PLATE
<br />HIOA
<br />1140
<br />RT *A
<br />1380
<br />(18) 1Od x 1 1/2' U5P: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE
<br />VGT a HOU4
<br />4940
<br />PHD 4A
<br />529
<br />(16)-SDS 1/4'x3' TO WOOD, (IO)-SD5 1/4'x2 I/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
<br />USP: 5/8' ATR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W93 WOOD SCREWS
<br />VGT 4 HD15
<br />4940
<br />TDX 10
<br />10140
<br />(16)-SDS 1/4'x3' TO WOOD. (3)•3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER2P1_Y
<br />USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/0' THRU-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />25$5
<br />6115
<br />(I) 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CONIC. (12) 16d TO WOOD U5P: 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. T EMBED.) IN CONIC, (12)16d TO WOOD USP: SAME AS BIMP50N
<br />V)
<br />LTTI9 +
<br />1340
<br />LT5 19
<br />1205
<br />(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, I' EMBED.) IN GONG, (8)106 TO WOOD USP: SAME AS SIMPSON
<br />0
<br />=
<br />LTT20B ..+
<br />1500
<br />LTS 205
<br />1105
<br />(U 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN GONG, NO)10d TO WOOD
<br />U5P: 3/4- ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) lod x 1 12', 2-12'
<br />u
<br />Z
<br />HTT4
<br />4455
<br />HTT45
<br />4160
<br />(I) 5/8' A.TR.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (18) SDMO X 112' (USP: (20) I6d X 2-1/21)
<br />U5P HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) I6d x 2 1/2'
<br />Q
<br />NTT5
<br />5090
<br />HTT45
<br />5005
<br />115/8' A.T.R IN HIGH STRENGTH EPDXY MIN. 1' EMBED.) IN CONIC., (26) I6d X 2 1/2' (U5P: (20) Ibd X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (26) 10d, (28) 1Od x 1-12', (20) I6d x 2 12'
<br />HHDQ!I-5D5 2.5+
<br />11,810
<br />UPHD II
<br />14395
<br />(1) 1' AT.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDS yW x 2h' WOOD SCREWS (USP: (24) W53 WOOD SCREWS)
<br />HD15
<br />6645
<br />TDX 10
<br />10140
<br />(I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS)
<br />(�)
<br />MBHA 3.56/1135
<br />3415
<br />5330
<br />NFM35X12U
<br />2550
<br />1130
<br />SIMPSON! (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (I) 3/4'
<br />A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN OM.U, FACE, (18ACd TO BEAM
<br />USP: (I) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSEVREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />) 10d AT JOIST
<br />W
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HU54121F
<br />3060
<br />2110 (FLR)
<br />(10) I6d TO HEADER, (10) I6d TO WOOD U5P: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUG410 (CMU)
<br />loco
<br />4920
<br />HD410 IF
<br />13c5
<br />$000
<br />(18) 1/4' z 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS. (I0) IOd TO WOOD.
<br />U5P (20) 3/16' TAPPER., 00) 10d TO WOOD
<br />=
<br />HUC210-2 (CMU)
<br />1800
<br />5085
<br />ND210-21F
<br />1305
<br />5000
<br />(I5) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREW5, (10) lod TO WOOD.
<br />USP (20) 3/I6' TAPPER-, (10) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />loco
<br />5085
<br />HD210-31F
<br />1305
<br />50"
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (0) 10d TO WOOD.
<br />USP (20) 3/I6' TAPPER+, (10) 10d TO WOOD
<br />1_GUM26-2-6D5
<br />1430
<br />5595
<br />LGUM26-2
<br />2125
<br />6065
<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 />USP 141 3/8' X 4' WEDGE OLT+t W53 WOOD5CREWS
<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 U5P - 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 />+ loci COMMON NAILS CAN BE SUBSTITUTED WITH 106 x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR TH15 APPLICATION
<br />PRIOR TO INSTALLATION.
<br />(n
<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 />AT.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 />15 USED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER AS7M-AI53
<br />L
<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 />I
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR 5PAN
<br />DEL 2 x 6
<br />UP TO 5'-4'
<br />DEL 2 x 8
<br />5'-4' TO 1'-0'
<br />DEL 2 x 10
<br />1'-0' TO 10'-0'
<br />DEL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOWN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DEL 2 x 6
<br />UP TO 5'-0'
<br />DBL 2 x 6
<br />5'-0" TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO 8'-0'
<br />DEL 2 x 12
<br />8'-O' 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 />5�_0.
<br />U.N.O.
<br />4'-11 1/2'
<br />I
<br />1'-II I/2'
<br />AND UP
<br />NUMBER OF HEADER 5TUD5
<br />5UPPORTING 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 SYP)
<br />OSB
<br />NAIL (3) 12d a 6"-W O.G.
<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 />TRU55 TO MASONRY/CONCRETE SHALL BE META-16
<br />FLOOR J015T 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 />TRU55 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 />C. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVE5 9 EA,
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS 45 PER APA REQUIREMENTS.
<br />1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRU55 BEARING.
<br />S.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES 45 REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TIH ED. 2014 FBC RESIDENTIAL -SECTION R302.12.
<br />9.REFER TO DETAIL 5 SHEET D4 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C N l T F C T E
<br />6
<br />Design
<br />Grou in�.
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abdesigngroup.com
<br />AA S: 0003325
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<br />SUET DIv. 8c LOT:
<br />SILVERADO
<br />LOT #14
<br />BLK. #6
<br />PROJECT#
<br />04128.000-01461
<br />MODEL:
<br />4ENB
<br />"1751-NEUVILLE"
<br />GARAGE SWING:
<br />RIGHT
<br />P AG E:
<br />CONNECTOR
<br />SCHEDULE
<br />50 MPH EXP. B
<br />ARCHrFECT:
<br />STATE OF FLORIDA
<br />DATE: 11 �% �17
<br />SCALE: 1/4"=1'-0"
<br />SHEET
<br />4,1
<br />
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