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CONNECTOR
<br />SCHEDULE CQNTROL 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 16-18
<br />1400
<br />(1) 10d x 1 12' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION)
<br />(2) META-16
<br />1985
<br />(2) HTA 16-18
<br />28M
<br />(10) 10d x 1 I/2' I -PLY, (USP: (10) 10d x 11/2')
<br />1900
<br />(14) 166 2-PLY (USP; NO Ibd OPTION)
<br />HETA-16
<br />1810
<br />HTA 16
<br />1615
<br />(9) 10d x 1 112' I -PLY, (8) 16d 2-PLY USP: (10) 1Od x 1 1/1', NO 16d OPTION
<br />HETA-20
<br />1810
<br />HTA 20
<br />1615
<br />(9) 1Od x 1 1/2' I -PLY, (&) 16d 2-PLY USP: (10) 10d x 1 1/1', NO 16d OPTION
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />-1110
<br />(10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2'
<br />2500
<br />(12) Ibd 2-PLY CUSP: NO 16d OPTION)
<br />Z
<br />O
<br />LG7-2
<br />2150
<br />LU6,T-2
<br />1915
<br />(V - I/A' x 2 I/4' TITEN, 2 PLY (USP: BLK (S) I/4' LL43, WOOD (16) 10d
<br />V)
<br />DETAL-20
<br />24W
<br />NO USP CONVERSION FOR SIMPSON DETAL-20
<br />(18) - 10d x 1 1/2, 1 PLY
<br />MGi
<br />3965
<br />MUGT
<br />4000
<br />(1) 5/8' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 104d TO WOOD CUSP: (28) 10d TO WOOD)
<br />HGT-2
<br />10980
<br />HUGT-2
<br />S365
<br />(2) 3/4' ASR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), C16) 10d TO WOOD (USP: WOOD (8) 10d)
<br />HGT-3
<br />10530
<br />HUGT-3
<br />93b5
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d)
<br />1GT3-6DS2.5
<br />3285
<br />LUGT-3
<br />5330
<br />(12) SDS 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL CUSP: CONC. !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 1-1/2' (USP: (10) 10d x 1 1/2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (lb)-SDS I/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />1595
<br />(14) 10d x 1 1/2' CUSP: (14) 10d x 1 1/2', (14) 10d)
<br />HTS-16
<br />1150
<br />HTW 16
<br />1660
<br />(16) 10d x 1 112. CUSP: (16) 10d x 1 1/2', (IS) 10d)
<br />HTS-20
<br />1450
<br />HTW 20
<br />2045
<br />(24) 10d x 1 12' CUSP: (24) Od x 11/2', (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />2045
<br />(24) 10d x I In' CUSP: (24) 10d x 1 12', (20) 10d)
<br />LSTA-12 .
<br />S25
<br />LSTA 12
<br />910
<br />(10) 10d USP: (10) 10d
<br />LSTA-18 •
<br />1235
<br />LSTA IS
<br />1360
<br />(I4) 10d USP: (14) 10d
<br />MSTA-18 .
<br />1315
<br />MSTA-18
<br />1315
<br />(14) 10d USP: (14) 10d
<br />(n
<br />MSTA-24 •+
<br />1640
<br />MSTA-24
<br />1150
<br />(15) 10d U5P: (18) 10d
<br />d
<br />MSTA-30 .+
<br />2050
<br />MSTA-30
<br />2140
<br />(22) IOd USP: (22) 10d
<br />MSTA-36 •
<br />2050
<br />MSTA-36
<br />2525
<br />(26)IOd USP: (26)10d
<br />F-
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3090
<br />(36) 10d x 1 1/2' use: (36) 10d x I I/2'
<br />(n
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />4250
<br />(4W Od x 11/2' USP: (48) 10d x 1 1/2'
<br />Hb
<br />950
<br />LFTA 6
<br />15SB
<br />(8) 8d TO PLATES, (8) 8d TO STUDS CUSP: (16) Od x 1 12% (16) ed)
<br />SP4
<br />885
<br />SPT 4
<br />S45
<br />(6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />410
<br />(4) Sd x 1 1/2' TO BEAM, (4) 8d x 11/2' TO POST. USP; (4) 8d x 112' TO BEAM, (4) 8d x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />1010
<br />(12) 101d x 1 12' USP: (10) 10d x 1 12. TO TRUSS, CIO) 10d X 1 12' TO PLATE
<br />HIOA
<br />1340
<br />RT I&A
<br />2180
<br />(IS) 10d x 1 12' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 12' TO PLATE
<br />VGT 4 HDU4
<br />4565
<br />PHD 4A
<br />4535
<br />(16)-SD6 1/4'x3' TO WOOD, (10)-SDS 1/41x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS
<br />VGT 1 HD1B
<br />4940
<br />TDX 10
<br />5110
<br />(16 )-5D5 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WA5HER2PLY
<br />USP: 1/6' ATR MIN. 1' 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 GONG, (12) 16d TO WOOD USP: SAME AS SIMPSON
<br />ABU 66
<br />2300
<br />12000
<br />PAU 66
<br />2535
<br />13615
<br />(U 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN GONG, (12)[ d TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />•
<br />LTTI9 +•
<br />1340
<br />LTS 19
<br />1205
<br />(I) 3/4' AEMBED.)IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDIN CONC, (8)10d TO WOOD USSAME AS SAAS SIMPSON
<br />Q
<br />=
<br />LTT208..•
<br />1500
<br />LTS 20B
<br />1105
<br />(1) 1/2' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (10)10d TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 11/2% 2-12'
<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, (19) SOW X 1 12' (USP: (20) 16d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 104J x 1-1/2', (20) Ibd x 2 12'
<br />Q
<br />HTT5
<br />5090
<br />HTT5
<br />5430
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) 16d X 2 12' (USP= (20) 16d X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) 16d x 2 12'
<br />HHDQII-SDS 2.5.
<br />11010
<br />UP14D II
<br />120W
<br />(I) 1' A.TR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDJ IN CONIC., (24) SOS)` x A' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS)
<br />HD1B
<br />6645
<br />TDX 10
<br />5110
<br />(U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC., (3) 3/4' STUD BOLTS TO WOOD CUSP: (4) 1/8' BOLTS)
<br />(n
<br />M15HA 356/1125
<br />3415
<br />5330
<br />NFM35X12U
<br />3165
<br />1130
<br />SIMPSON: (I) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (1) 3/4'
<br />A.T.R. IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CMU. FACE, (W104 TO BEAM
<br />USP: (U 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 BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />14) i'jo
<br />LLI
<br />U'
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HUS4121F
<br />3060
<br />2530 (FLR)
<br />(10) 16d TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3225 (ROOF)
<br />QHUC410
<br />(CMU)
<br />1810
<br />5085
<br />HD410 IF
<br />1505
<br />3115
<br />CIS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD.
<br />=
<br />HUC210-2 (CMU)
<br />ISIO
<br />5085
<br />HD210-21F
<br />1905
<br />3115
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />1810
<br />4.
<br />HD11D-31F
<br />1905
<br />3115
<br />(IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 101d TO WOOD: CUSP: (18) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD
<br />LGUM26-2-SDS
<br />1 1430
<br />5595
<br />NO USP CONVERSION FOR SIMPSON LGUM26-2-SDS
<br />(4) 3/S' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' 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 />• WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMll. WALL MUST BE FILLED SOLID w/ GROUT.
<br />•. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />.. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V
<br />LA
<br />0
<br />ATR • 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 / 14DG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153
<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-20W , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 2 FASTENING SYSTEMS FOR CONCRETE ( MASONRY CATALOG
<br />C-SAS-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 6
<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 6
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />5'-0' TO 6'-4'
<br />DBL 2 x 10
<br />6'-4' TO 8'-0'
<br />DBL 2 x 12
<br />6-0' 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 I/Z'
<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 />1
<br />2
<br />AT EACH END OF HEADER
<br />3
<br />Fl2 x 12
<br />2 5YP)
<br />1AW 05B
<br />NAIL (3)12d a 6'-8' 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 WALL.
<br />• TRUSS TO WOOD FRAMING SHALL BE MTS-12
<br />3. TRU55 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 m 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 />9.REFER TO DETAIL 6 SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS,
<br />A R C H I T E C T 3-1
<br />Design
<br />Grou ln�.
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAX: 407-7744078
<br />www.abd'esigngroup.com
<br />AA S: 0003325
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<br />9L79DIV. a LOT:
<br />SILVERADO
<br />LO T 12
<br />BLK 1
<br />PROJECT
<br />04128.001-12001
<br />i[ODEL:
<br />4EBB
<br />1828- CALI"
<br />GARAGM 81IFMG:
<br />RIGHT
<br />PAGI
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP B
<br />.�
<br />DAM 11/02/16
<br />SCALE: 1 /4"=1'- 0"
<br />skimm T
<br />4.1
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