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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 />14TA 16-IS
<br />1400
<br />(1) 10d x 1 1/2' I -PLY, (6) 16d 2-PLY, (USP: (10) Mod X 1 1/2, - NO I6d OPTION)
<br />(2) META-16
<br />1585
<br />l21 HTA 16 -IS
<br />2800
<br />(10) 10d x 1 1/2' I -PLY, (USP: (10) 10.1 x 1 1/2')
<br />1900
<br />114) I6d 2-PLY (USP: NO Ibd OPTION)
<br />WETA-16
<br />010
<br />PTA 16
<br />ISIS
<br />05110d x 1 112' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION
<br />HETA-20
<br />1810
<br />NTA 20
<br />165
<br />(5) 1od x 1 1/2' ]-FLY, (8) I6d 2-PLY USP: (10) 10d x 1 1/2', NO I6d OPTION
<br />r
<br />w
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3110
<br />(10) 10d x 1 I2' I -PLY USP: (10) 10d x 1 1/2'
<br />2500
<br />Cl2) I6d 2-PLY (USP: NO I6d OPTION)
<br />Z
<br />O
<br />LGT-2
<br />2150
<br />LUGT-2
<br />ISIS
<br />0) - 1/4' x 2 I/4' TITEN, 2 PLY (USP: 15LK (5)1/4' WB, WOOD (W.) 10d
<br />V)
<br />DETAL-20
<br />24SO
<br />NO USP CONVERSION FOR SIMP° DETAL-20
<br />(I8) - 10d x 1 1/2, 1 PLY
<br />MGT
<br />396S
<br />MUGT
<br />4000
<br />(U 5/8' A-TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Wd TO WOOD (USP: (28) I0d TO WOOD)
<br />HGT-2
<br />1058o
<br />NWT-2
<br />5365
<br />(2) 3/4' ATR. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16) 10d TO WOOD (USP: WOOD (8)Iod)
<br />HGT-3 +
<br />10530
<br />HUGT-3
<br />5365
<br />(2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. @' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d)
<br />LGT3-SDS25
<br />3285
<br />LUGT-3
<br />5330
<br />(I2) SDS 1/4'x2 1/2' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CCNC. (4) 3/8' X 5' UIEDGE BOLT, WOOD (12) WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1425 PERPENDICULAR TO
<br />WALL
<br />LPfA
<br />1555
<br />(0) 10d x 1-I/1' (USP: (10) Mod x 112'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. IV 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' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-505 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />1555
<br />(14) Mod x 1 I2' (USP: (14) 10d x 1 I2', (14) 10d)
<br />HTS-16
<br />1150
<br />14TW 16
<br />1660
<br />(16) 10d x 1 I2' (USP: (16) 10d x 1 I2', (16) 10d)
<br />14TS-20
<br />1450
<br />HTW 20
<br />2045
<br />(24) 10d x 1 I2' (USP: (24) 10d x 1 I2', (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />2045
<br />(24)10d x 112' (USP:(24)10d x I I2',(20)I0d)
<br />LSTA-12 +
<br />525
<br />LSTA 12
<br />5l0
<br />(10) Mod USP: (10) Ocl
<br />LSTA-18 •
<br />1235
<br />LSTA 18
<br />1360
<br />(14) 10d USP: (14)104.1
<br />MSTA-18 ..
<br />13B
<br />MSTA-IS
<br />1315
<br />04) Wd U5P: (14) Od
<br />MSTA-24 ++
<br />1640
<br />MSTA-24
<br />1150
<br />(19) loci USP: (18) 10d
<br />CL
<br />MSTA-30 •+
<br />2050
<br />MSTA-30
<br />2140
<br />(22) I0d USP: (22) I0d
<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 2-16
<br />3050
<br />(36) 10d x 1 1/2' USP: (36) 10d x 1 1/2'
<br />N
<br />MSTI-48
<br />So65
<br />KTSI 248
<br />4250
<br />(48)10d x 112' USP: (48)10d x112'
<br />H6
<br />55o
<br />LFTA 6
<br />1555
<br />(8) Sd TO PLATES, (8) 8d TO STUDS (USP: (16) 8d x 1 I2', (IS) 8d)
<br />SP4
<br />865
<br />SPT 4
<br />945
<br />(6) I0d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />A-44
<br />395
<br />MP 34
<br />410
<br />(4) 8d x 1 1/2' TO BEAM, (4) Sd x 1 I2' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />I010
<br />(12) 10d x 1 1/2' USP: (10) I0d x 1 I2' TO TRUSS, (10) 10d X 1 1/2 TO PLATE
<br />H10A
<br />1340
<br />RT I&A
<br />21W
<br />(I8) 10d x 1 I2' USP: (5) I01a x 1 I2' TO TRUSS, (8) 10d X 1 I2' TO PLATE
<br />VGT 4 HDU4
<br />4565
<br />PHD 4A
<br />4535
<br />(16)•SD9 1/4'x3' TO WOOD, (10)-609 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
<br />USP: 5/6' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
<br />VGT 4 1-1016
<br />4940
<br />TDX 10
<br />5110
<br />(16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIASHER2PLY
<br />USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) l/6' THRU-BOLTS
<br />ABU 44
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/0' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (12) I6d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66
<br />2300
<br />12000
<br />PAU 66
<br />2535
<br />13815
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)Ibd TO WOOD USP: SAME AS SIMPSON
<br />N
<br />LTTIS +.+
<br />1340
<br />LTS It
<br />1205
<br />(1) 3/4' A.TA.T.R.IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (8A0d TO WOOD USP: SAME AS SIMPSON
<br />O
<br />LTT201B ++•
<br />1500
<br />LTS 20B
<br />1105
<br />(1) I2' ATR IN HIGH STRENGTH EPDXY, (MIK 1' EMBED.) IN GONG, (10)I0d TO WOOD
<br />USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) IOd, (10) 10d x 1 I2', 2-I2'
<br />=
<br />()
<br />Z
<br />HTT4
<br />4455
<br />HTT4
<br />4465
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC, (18) SD-10 X I 1/2'(USP: (20) V d X 2-I2')
<br />USP HAS MORE NAIL OPTIONS: (20) Od, (20) 10d x 1. 1/2', (20) I6d x 2 I/2'
<br />Q
<br />HTT5
<br />5090
<br />HTT5
<br />5430
<br />(1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. l' EMBED,) IN CONC., (26) Ibd X 2 12' (USP: (20) Ibd X 2-I2')
<br />USP HAS MORE NAIL OPTIONS: (20) ICd, (20) ICd x 1- 1/2', (20) I6d x 2 I2'
<br />HHDOII-SDS 25•
<br />11010
<br />UPHO It
<br />120W
<br />(1) 1- ATR N HIGH STRENGTH EPDXY, (MIN. I0' EMBED-) M CONIC, (24) SDS Y4• x 2h' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS)
<br />HD15
<br />6645
<br />TDX 10
<br />5110
<br />(U 1/V A.B. 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 />NFM35Xl2U
<br />3165
<br />1130
<br />SIMPSCN: (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CP1A. TOP, (I) 3/4'
<br />ATR IN HIGH STRENGTH EPDXY, MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18110d TO BEAM
<br />USP: (V I2' J-BOLT W/ MINIMUM b: EMBED. 4 NOT LE56 THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />f14) 10d AT JOIST
<br />W
<br />HUSG412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HU54121F
<br />3060
<br />2530 (FLR)
<br />(10) 16d TO HEADER, CIO) Ibd TO WOOD USP: GAME AS SIMPSON
<br />3265 (ROOF)
<br />3225 (ROOF)
<br />QHUC410
<br />(CMU)
<br />I810
<br />5085
<br />WD410 IF
<br />1505
<br />M15
<br />(IS) 1/4'. 2-3/4' TITEN (5 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD.
<br />=
<br />HUC210-2 (CMU)
<br />1810
<br />5005
<br />HD210-21F
<br />IS05
<br />3115
<br />(0) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (I8) 1/4' x 3' US3 SCREWS, (10) lod TO WOOD
<br />HUC210-3 (CMU)
<br />ISIo
<br />4000
<br />HD210-31F
<br />1505
<br />3115
<br />(IS) 1/4' x 2-3/4' TITEN (5 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: CI8) I/4' x 3' WS3 SCREWS, (l0) 10d TO WOOD
<br />LGUM21b-2-SDS
<br />1430
<br />55%
<br />NO USP CONVERSION FOR SIMPSCN LGU-126-2-SDS
<br />(4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 I2' 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 />. WHEN ANCHOR EMBEDMENT 19 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMA). WALL MUST BE FILLED SOLID w/ GROUT.
<br />+. lod COMMON NAILS CAN BE SUBSTITUTED WITH 10d x I 1/2'NAILS 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 BONDBUM EAM WILL BE 5% MINIMEMBEDMENT INTO THE FOUNDATION WILL BE'I'
<br />LLI
<br />I—
<br />0
<br />A7R. • 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 />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-20S' , 'HIGH WIND -RESISTANT CONSTRUCTION C-WW09, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE ( MASONRY CATALOG
<br />C-SA5-2012.
<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 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOUN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x C.
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />V-4' TO V-0'
<br />DBL 2 x 12
<br />V-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />5'-O' TO
<br />8'-0'
<br />UN.O.
<br />4'-II 1/2'
<br />l'-II 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 />1
<br />3
<br />2 x 12
<br />2 S
<br />l/16' OSB
<br />NAIL (3) 12d m 6'-V O.G.
<br />FRAMING NOTES: I TYP. 2x12 BM./HDR. I
<br />1. 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 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 UN.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 TRUSS AS PER APA REQUIREMENTS,
<br />1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING,
<br />8.1'ROVIDE 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: WALL STRAPS 4
<br />DETAILS.
<br />A R C N I T E C T S
<br />6
<br />Design
<br />Grou �!
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-7748078
<br />FAX: 407-774-4078
<br />w .abde igngroupxom
<br />AA #: 0003325
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<br />BtMDIV. 4k LOT.
<br />SILVERADO
<br />LOT 2
<br />BLK 2
<br />041 28 0000-02002
<br />i[ODmu
<br />4EGB
<br />"GALEN"
<br />GARAGE BWMWG:
<br />RIGHT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />50 MPH EXP B
<br />ARCHITECT-'
<br />STATE OF FLOPoDA
<br />16
<br />DP TM 10/24/16
<br />SCALE: 1 /4"=1' - 0"
<br />Bixx=
<br />7.1
<br />
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