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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-16
<br />1450
<br />HTA I6-18
<br />1400
<br />(1) 10d x 1 12' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 12' - NO I6d OPTION)
<br />(2) META- 16
<br />1985
<br />(2) HTA Jr. -Le
<br />2800
<br />I -PLY, (USP: (10) 10d x I I/2')
<br />19cc
<br />04) I6d 2-PLY (USP: NO Ibd OPTION)
<br />HETA-16
<br />laic
<br />HTA 16
<br />1615
<br />(9) 10d ■ 1 12' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 12', NO 16d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />ISE,
<br />(S) I0d x 1 12' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 12', NO I6d OPTION
<br />r
<br />0:�
<br />Z
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3110
<br />(10) 10d x 1 112' I -PLY USP: (10) 10d x 1 12'
<br />2500
<br />(12) Ibd 2-PLY (USP: NO Wd OPTION)
<br />Q
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1-35
<br />(1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' WE, WOOD (16) Wd
<br />V)
<br />DETAL-20
<br />2400
<br />NO USP CONVERSION FOR SIMPSON DETAL-20
<br />(18) - 1Od x 1 12, 1 PLY
<br />MGi
<br />3965
<br />MUGT
<br />40M
<br />(U 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) Icd TO WOOD)
<br />HGT-2
<br />Ic98c
<br />HUGT-2
<br />W65
<br />(2) 3/4' A.TR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 101al TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3 4
<br />10530
<br />HUGT-3
<br />8365
<br />(2) 3/4' A.TR M HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (8) I0d)
<br />LGT3-SD52B
<br />3295
<br />LUGT-3
<br />5330
<br />(12) SD5 I/4'x2 12' TO GIRDER, (4) 3/8' x W TITEN HD TO WALL (USP: CONG. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W525)
<br />LTA2
<br />I219) PARALLEL TO WALL
<br />1425 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1555
<br />(10) 10d x 1-12' (USP: (10) 10d x 1 1/2'
<br />VGT
<br />4540
<br />NO U51P CONVERSION FOR 51MPSCN VGT
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), OW -SOS 1/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR SIMPSCN (2) VGT)
<br />(2) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-605 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />1555
<br />(14) IOd x 1 12' CUSP: (14) 10d x 1 12', (14) 10d)
<br />HTS-16
<br />1150
<br />HTW Ib
<br />1660
<br />(I6) l0d x 1 12' (USP: (I6) Icd x 1 12', (16) Icd)
<br />14TS-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 112' (USP:(24)l0d x 112',(20)10d)
<br />LSTA-12 •
<br />925
<br />LSTA 12
<br />Sl0
<br />(10) 10d USP: (10) 10d
<br />LSTA-18 ••
<br />1235
<br />LSTA 18
<br />1360
<br />(14) Icd USP: (14) 10d
<br />MSTA-IS ••
<br />015
<br />META-18
<br />1 1315
<br />(14) 10d USP: (14) 10d
<br />V)
<br />MSTA-24 .
<br />1640
<br />MSTA-24
<br />1150
<br />(IS) 10d UBP: (18) lOd
<br />CL
<br />MSTA-30 ,.
<br />2050
<br />MSTA-30
<br />2140
<br />(22) 10d UBP: (22) 10d
<br /><
<br />MSTA-36 .
<br />2050
<br />MSTA-36
<br />2525
<br />(26)10d USP: (26)10d
<br />1—
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3050
<br />(36)10d x 112' USP: (36)Icd x112'
<br />V)
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />4250
<br />(48) 10d x 1 12' USP: (48) 10d x 1 12'
<br />H6
<br />S50
<br />LFTA 6
<br />1595
<br />(8) 8d TO PLATES, (8) 8d TO STUDS (USP: (Jr.) 8d x 1 12', 06) 8d)
<br />SP4
<br />985
<br />OPT 4
<br />S45
<br />(6) 10d x 1 1/2' TO STUDS USP+ (b) 101d x 1 12' TO STUDS
<br />434
<br />395
<br />MP 34
<br />410
<br />(4) Od x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) Sd x 1 12' TO POST.
<br />HCP2
<br />645
<br />WHOP 2
<br />1010
<br />(12) 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE
<br />HIOA
<br />1340
<br />RT 16A
<br />2180
<br />(18) Od x 1 12' USP: (9) Od x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4565
<br />PHD 4A
<br />4535
<br />OW -SIDS, 1/4'x3' i0 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 HD16
<br />4940
<br />TDX 10
<br />5110
<br />(If.)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAl1ASHE"PLY
<br />USP: 1/8' ATR MIN, l' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-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. l' EMBED.) IN CONIC, 02) Ibd TO WOOD USP: SAME AS SIMP50N
<br />ABU 66
<br />2300
<br />12000
<br />PAU 66
<br />2535
<br />13815
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12Abd TO WOOD USP; SAME AS SIMPSON
<br />V)
<br />LTTI9 •
<br />1340
<br />LTS 19
<br />1205
<br />(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (8AOd TO WOOD USP: SAME AS SIMPSON
<br />O
<br />=
<br />LTT205 ...
<br />1500
<br />LTS 20B
<br />1105
<br />(U 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (IOAOd TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (I0) 10d x 1 12', 2-12'
<br />0
<br />Z
<br />HTT4
<br />4455
<br />HTT4
<br />4465
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC. (18) SD'10 X 112' (USP: (20) Ibd X 2-129
<br />USP HAS MORE NAIL OPTIONS: (20) IOd, (20) 10d x 1-12', (20) Ibd x 2 12'
<br />'Q
<br />HTT5
<br />5090
<br />H775
<br />5430
<br />(1) 5/a' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBER) IN CONC. (26) I6d X 2 12' (USP: (20) Ibd X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (20) 10d x I-12', (20) Ibd x 2 12'
<br />HHDQII-SD5 29•
<br />11010
<br />UPHO 11
<br />120W
<br />(1) 1- A.TR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDJ IN CONC, (24) SDS)'W x 21i' WOOD SCREWS (USP: (24) U183 WOOD SCREWS)
<br />HDIB
<br />6645
<br />TDX 10
<br />5110
<br />(U 1/8' A$. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (3) 3/4' STUD BOLTS TO WOOD (USP: (4) l/8' BOLTS)
<br />(n
<br />MBHA 356/1125
<br />3415
<br />5330
<br />NFM35X12U
<br />3165
<br />1130
<br />SIMPSON. (I) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6,15' EMBEDMENT) M CPIIJ. TOP, (1) 3/4'
<br />A.TR NV HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. FACE, (ISAOd TO BEAM
<br />USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDHEAD DYNA SOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />LLJ
<br />FNJSC412 (WOOD)
<br />3635
<br />2660 (FLR
<br />NUS4121F
<br />3060
<br />2530 (FLR)
<br />(10) Ibd TO HEADER, (10) 16d TO WOOD USP: SAME AS 91MPSCN
<br />3265 (ROOF)
<br />3225 (ROOF)
<br />QHUC410
<br />(0-N)
<br />1510
<br />5m85
<br />WD410 IF
<br />1905
<br />3115
<br />(18) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
<br />=
<br />HUC210-2 (CMU)
<br />1510
<br />5085
<br />H0210-21F
<br />1905
<br />3115
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W63 SCREWS, (10) Icd TO WOOD
<br />HUC210-3 (CMU)
<br />laic
<br />400c
<br />HD210-31F
<br />19c5
<br />31-1
<br />09) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 114' x 3' WS3 SCREWS, (10) 10d TO WOOD
<br />LGLM&-2-SDS
<br />1430
<br />5595
<br />NO USP CONVERSION FOR SIMPSON LGU'126-2-5D9
<br />(4) 3/9' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SOS SCREWS TO WOOD
<br />HIGH STRENGTH EPDXY - 51MP50N '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 CPIU. WALL MUST BE FILLED -SOLID w/ GROUT.
<br />PR• I0d COMMON NAILS CAN BE SUBSTITUTED WITH Had 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 />IOR TO INSTALLATION.
<br />• MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'.
<br />W
<br />i-
<br />O
<br />A.TR = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARES)
<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 />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 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-HWc9, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG
<br />C-5AS-2012.
<br />SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3
<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 />l'-0' TO 10'-0'
<br />DBL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOILN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />5'-0' TO V-4'
<br />DBL 2 x 10
<br />6'-4' TO 8'-0'
<br />DBL 2 x 12
<br />8'-0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE
<br />UIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-0' TO
<br />8'-0'
<br />U.N.O.
<br />4'-II 12'
<br />1 l'-II 1/2,
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />I
<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 />C�2 5YP)
<br />l/16' OSB
<br />NAIL (3) 12d a 6'-6' D.C.
<br />TYP. 2x12 BM./HDR.
<br />I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.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 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 S 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 />B.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF,
<br />COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302,12.
<br />S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />ARC N ITECTS"
<br />Desifn
<br />Grou0.2.
<br />141 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
<br />PH: 407-77"078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />AA #: 0003325 J
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<br />SUEDIV. de LOT
<br />SILVERADO
<br />LOT #16
<br />BLK #1
<br />0412W 0-16001
<br />MODEL:
<br />4EGB
<br />"GALEN"
<br />GARAGE BWMG:
<br />RIGHT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />ARCHrrECT
<br />STATE OF FLORIDA
<br />L
<br />J
<br />J � 11/07/16
<br />SCALE: 1 /4"=1' - 0"
<br />S*mcm
<br />7.t
<br />
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