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CONNECTOR SCHEDULE CONTROL DATE:
<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 />1400
<br />(1) 10d x 1 1/2' I -PLY, (6) I66 2-PLY, (USP: 00) 10d X 1 1/2' - NO I6d OPTION)
<br />(2) META-16
<br />1585
<br />(2) HTA 16-18
<br />2800
<br />(10) 10d x 1 1/2' I -PLY, (USP: (10) 10d x 1 IQ')
<br />1500
<br />(14) I6d 2-PLY (USP: NO I6d OPTION)
<br />HETA-16
<br />1810
<br />HTA i6
<br />1615
<br />(5) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 101d x 1 I2', NO I6d OPTION
<br />14ETA-20
<br />1810
<br />HTA 20
<br />165 1
<br />(5) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY U5P: (10) 10d x 1 120, NO I6d OPTION
<br />r
<br />ftf
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3110
<br />(10) 10d x 1 12' I -PLY USP: (10) 10d x 1 12'
<br />2500
<br />(12) I6d 2-PLY (USP: NO Ibd OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LU3T-2
<br />ISIS
<br />(V - 1/4' x 2 1/4' TITEN, 2 PLY (U5P: BLK (5) 1/4' WB, WOOD (16) 10d
<br />in
<br />DETAL-20
<br />2480
<br />NO USP CONVERSION FOR SIMP50N DETAL-20
<br />(18) - 10d x 1 1/2, 1 PLY
<br />MGT
<br />3565
<br />MUGT
<br />4000
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 1Od TO WOOD)
<br />HGT-2
<br />10980
<br />HUGT-2
<br />9365
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3
<br />1 .
<br />WHUGT-3
<br />5365
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d)
<br />LGT3-SD525
<br />3285
<br />LU3T-3
<br />5330
<br />(12) 5DS 1/4'x2 12' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CCNC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1425 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1555
<br />(10) 10d x 1-12' (USP: (10) 10d x 1 12'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(U 5/8' AIR IN NIGH STRENGTH EPDXY (MIN. W EMBED), (16)-SD6 1/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) SIV A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-9DS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />1555
<br />(14) 10d x 1 12' (USP: (14) 10d x 1 12', 04) 10d)
<br />HTS-16
<br />1150
<br />HTW 16
<br />1660
<br />(16) 10d x 1 12' (USP: 06) 10d x 1 12', (16) 106)
<br />HTS-20
<br />1450
<br />HTW 20
<br />2045
<br />(24)10d x112' (USP:(24)10d x 112',(20)10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />2045
<br />(24) 10d x 1 12' (USP: (24) 10d x 1 12', (20) 10d)
<br />LSTA-12 .
<br />525
<br />LSTA 12
<br />510
<br />(10) IOd USP: (10) 10d
<br />LSTA-18 •
<br />1235
<br />LSTA 18
<br />1360
<br />(14) 10d USP: (14) 10d
<br />META -IS ••
<br />1315
<br />MSTA-18
<br />1315
<br />(14)10.1 USP: (14) 101d
<br />(n
<br />M5TA-14 +
<br />1640
<br />M5TA-24
<br />1150
<br />(10) 10d USP: (18) 10d
<br />121-
<br />MSTA-30 ••
<br />2050
<br />META-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 />1—
<br />MST[-36
<br />3800
<br />KSTI 236
<br />30W
<br />(36) Imd x 1 12' USP: (36) 1Od x 1 12'
<br />N
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />4250
<br />(40)10d x112' USP: (48)10d x112'
<br />N6
<br />S50
<br />LFTA 6
<br />1555
<br />(8) 8d TO PLATES, (8) 8d TO STUDS (USP: 06) 8d x 1 1/2', (16) Sd)
<br />SP4
<br />885
<br />SPT 4
<br />545
<br />(6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 12' TO STUDS
<br />A34
<br />3%5
<br />MP 34
<br />410
<br />(4) 8d x 1 I2' TO BEAM, (4) 86 x 1 1/2' TO POST. USP; (4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
<br />HCP2
<br />645
<br />WHOP 2
<br />1010
<br />(12) 10d x 1 1/2' USP: (10) 1Od x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE
<br />1410A
<br />1340
<br />RT 16A
<br />2180
<br />(18) 10d x 1 12' USP: (9) IOd x 1 12' TO TRUSS, (8) 1Od X 1 12' TO PLATE
<br />VGT t HDU4
<br />4565
<br />PHD 4A
<br />4535
<br />(16)-9DS 1/4'x3' TO WOOD, (IO)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSAASHER2 PLY
<br />USP: 5/8' AIR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, 00) WSW WOOD SCREWS
<br />VGT 4 W01S
<br />4540
<br />TDX 10
<br />5110
<br />(I6)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/U)ASHER2PLY
<br />USP: 1/8' AIR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' T14RU-BOLTS
<br />ABU 44
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/8' A.TR IN HKrFI STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) Ibd TO WOOD USP: SAME AS SIMPSON
<br />ABU 66
<br />2300
<br />12000
<br />PAU 66
<br />2535
<br />13815
<br />(1) 5/8' ASR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)lbd TO WOOD USP: SAME AS SIMPSON
<br />N
<br />LTT15 +
<br />1340
<br />LT$ 15
<br />1205
<br />(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. ,' EMBED.) IN GONG, (SAOd TO WOOD USP: SAME AS SIMPSON
<br />Q
<br />0
<br />=
<br />LTT20B .«
<br />1500
<br />LTS 20B
<br />1105
<br />(I) I2' A.T.R. IN NIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONIC., (10)i0d TO WOOD
<br />USP: 3/4' AIR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 10% 2-12'
<br />Z
<br />HTT4
<br />4455
<br />HTT4
<br />4465
<br />(1) 5/8' AIR IN H*W STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC. (I8) SDMO X 1 12' (USP: (20) 16d X 2-1/2')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-I2', (20) Ibd x 2 I2'
<br />Q
<br />HTT5
<br />SOSO
<br />HTT5
<br />5430
<br />CI) 5/8' ATR. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG., (2 6) Ibd X 2 I2' (USP: (20) I6d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) 16d x 2 1/2
<br />HHDQII-SDS 25•
<br />11,810
<br />UPHD 11
<br />120W
<br />(U 1' ATR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDJ IN CONC- (24) 605 Y.' x 7)h" WOOD SCREWS (USP: (24) wa3 WOOD SCREWS)
<br />ND1B
<br />6645
<br />TDX 10
<br />5110
<br />1
<br />(1) 1/8' 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 356/IIZ5
<br />3415
<br />5330
<br />NFM35XI2U
<br />3165
<br />1130
<br />SIMPSON: (1) 3/4' AXR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMJI. TOP, (1) 3/4'
<br />A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM-U. FACE, 06)10d TO BEAM
<br />USP: (1) I2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4, DIA ITW
<br />RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />LrLI
<br />0
<br />HU9C412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HUS4121F
<br />3060
<br />2530 (FLR)
<br />(10) Ibd TO HEADER, (10) Ibd TO WOOD USP: SAME AS SIMP50N
<br />32( 5 CROCF)
<br />3125 (ROOF)
<br />QWUC410
<br />(CMU)
<br />1810
<br />5085
<br />140410 IF
<br />IS05
<br />3115
<br />(18) 114' x 2-3/4' TITEN (5 PER FLANGE) TO CM, (10) 1041 TO WOOD: (USP: (IS) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
<br />=
<br />NUG210-2 (CMU)
<br />1810
<br />SOBS
<br />ND210-21F
<br />1905
<br />3115
<br />C18) I/4' x 1-3/4' TITEN (9 PER FLANGE) TO CMU, (I0) 10d TO WOOD: (USP: (IS) I/4' x 3' W53 SCREWS. (10) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />1810
<br />4000
<br />140210-31F
<br />1905
<br />1 3115
<br />OW 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, CIO) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD
<br />LGUM26-2-SDS
<br />1430
<br />55W
<br />NO USP CONVERSION FOR SIMP50N LGUM26-2-9DS
<br />(4) 3/8' x 4' TITEN HO ANCHORS (2 PER FLANGE) TO CMU, (4)1/4--X 2 12' SOS 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 />WHEN ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
<br />.• 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 19 REQUIRED FOR THIS 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 />Ld
<br />F--
<br />O
<br />AIR • 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 />19 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 WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMP° N 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-WWO9, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
<br />C-SAS-2012,
<br />SOFFIT SHALL COMPLY WITH FDCR 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 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOWN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x C.
<br />UP TO 5'-0'
<br />DBL 2 x e
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />b'-4' TO V-O'
<br />DBL 2 x 12
<br />V-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 />8.-0'
<br />UN.O.
<br />4'-II 1/2
<br />1'-II 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 HEADER1
<br />1
<br />3
<br />2 VIP)
<br />( 1 9YP)
<br />l/I6' OSB
<br />NAIL (3) 12d ® 6'-6' 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 />• 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 L.
<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 6 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 />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 />(B.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 8-1
<br />6
<br />Design
<br />Group i��.
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAIL: 407-7744078
<br />www.a bdesigngroap.0DM
<br />AA #: 0003326
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<br />y
<br />0
<br />c,
<br />W
<br />0
<br />F
<br />h
<br />0
<br />F
<br />0
<br />W
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<br />oulmxv de ro-
<br />SILVERADO
<br />LOT 21
<br />LOT 1
<br />PROJECT#
<br />04128.000-21001
<br />MODE'.r 4
<br />4EBB
<br />"1828—CALI"
<br />GARAGE SITMG:
<br />LEFT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />%150 MPH EXP B
<br />ARCFRTECT--
<br />STATE OF FLORIDA
<br />t
<br />P TM D11/02/16
<br />8CALE: 1 /4"=1' - 0"
<br />8I3EET
<br />4.1
<br />
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