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CONNECTOR
<br />SCHEDULE CONTROL DATE: 01-05• l
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-I6
<br />1450
<br />HTA 16-16
<br />1625
<br />(8) led x 1 1/2' I -PLY, (6) 16d 2-PLY, CUSP: (10) led X 1 1/2' - NO I6d OPTION)
<br />(2) META-16
<br />1985
<br />(2) HTA I6-18
<br />2800
<br />(10) led x 1 1/2' I -PLY, (USP: (10) led x 1 1/1')
<br />2515
<br />(I4) I6d 2-PLY (USP: NO I641 OPTION)
<br />HETA-lb
<br />laic
<br />HTA I6
<br />1610
<br />(9) led x 1 1/2' I -PLY, (0) I6d 2-PLY USP: (10) led x 1 1/2', NO Ibd OPTION
<br />I-ETA-20
<br />1810
<br />HTA 20
<br />1810
<br />(9) Ned x 1 1/2' I -PLY, (8) I66 2-PLY USP: (10) led x 1 1/2', NO I6d OPTION
<br />}
<br />(2) HETA-20
<br />2035
<br />(2)WTA•20
<br />3230
<br />(10) led x 11/2' I -PLY USP: (10) lied x 1 1/2'
<br />2500
<br />(12) Ibd 2-PLY CUSP: NO I6d OPTION)
<br />QLGT-2
<br />2150
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 CUSP: BLK (5) 1/4' WB, WOOD (16) led
<br />V)
<br />DETAL-20
<br />2480
<br />OWTA-20
<br />2430
<br />(18) - Tod x 11/2, 1 PLY
<br />MGT
<br />3565
<br />MUGT
<br />4115
<br />(U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IY EMBED), (22) IOd TO WOOD CUSP: (26) led TO WOOD)
<br />HGT-2
<br />1098e
<br />HUGT-2
<br />5190
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (IS) led TO WOOD CUSP: WOOD (8) 10d)
<br />HGT-3 .
<br />10530
<br />HUGT-3
<br />S060
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (l6) led TO WOOD (USP: WOOD (8) 10d)
<br />LGT3-SD825
<br />3288
<br />LUGT-3
<br />3525
<br />(12) SDS 1/4'xV TO GIRDER, (4) 3/8' x S' TITEN HD TO WALL (USP: CONIC. (4) 3/e' X 5' WEDGE BOLT, WOOD (12) WS25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />ISIO
<br />(I0) led x 1-1/2' (USP: (10) led x 1 1/2'
<br />wT
<br />4540
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), OW -SIDS 1/4'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 />MT5-12
<br />1000
<br />MTW 12
<br />II%
<br />(14) 10d x 1 1/2' (USP: 04) led x 1 12', (14) led)
<br />HTS-16
<br />1150
<br />HTW 16
<br />1260
<br />06) led x 1 1/2' CUSP: (16) 10d x 1 1/2', (IS) led)
<br />14TS-20
<br />1450
<br />HTW 20
<br />IS30
<br />(24) led x 1 1/2' CUSP: (24) lied x 1 1/2'. (20) 10d)
<br />HTS-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) led x 1 1/2' CUSP: (24) led x 1 12', (20) led)
<br />LSTA-12 .
<br />'325
<br />LSTA 12
<br />930
<br />(10) Ned USP: (10) lied
<br />LSTA-18 .+
<br />12-15
<br />LSTA 18
<br />1235
<br />(14) ied USP: (14) led
<br />MSTA-18 .+
<br />1315
<br />MSTA-10
<br />1310
<br />(14) led USP: (14) led
<br />V)
<br />MSTA-24 .
<br />1640
<br />MSTA-24
<br />1640
<br />(18) led USP: (18) ICd
<br />a-
<br />MSTA-30 «
<br />2050
<br />MSTA-30
<br />2065
<br />(22) Ned USP: (22) Ned
<br /><
<br />MSTA-36 +
<br />2050
<br />MSTA-36
<br />2065
<br />(26) led USP: (26) led
<br />E—
<br />MSTI-36
<br />3800
<br />KST1236
<br />3890
<br />(36)led x 112' USP: (36)led x112'
<br />N
<br />MSTI-48
<br />5065
<br />KTSI 248
<br />5140
<br />(48) Ned x 1 1/2' USP: (48) Ned x 1 1/2'
<br />H6
<br />950
<br />LFTA 6
<br />1210
<br />(8) 86 TO PLATES, (8) Sd TO STUDS (USP: (I6) ad x 1 12', (I6) ad)
<br />SP4
<br />885
<br />SPT 4
<br />945
<br />(6) Ned x 1 12' TO STUDS USP: (6) Ned x 1 12' TO STUDS
<br />A34
<br />395
<br />MP 34
<br />380
<br />(4) Sd x 1 12' TO BEAN, (4) 8d x 1 12' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 12' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />Soo
<br />(12) led x 1 12. USP: (10) led x 1 1/2' TO TRUSS, (10) led X 11/2' TO PLATE
<br />HICA
<br />1140
<br />RT 16A
<br />1380
<br />(I8) led x 1 12, USP: (9) 10d x 1 12' TO TRUSS, (8) led X 1 12' TO PLATE
<br />VGT 1 HDU4
<br />4S40
<br />PHD 4A
<br />S215
<br />(16)-SD5I/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUT6NIA5HER/2 PLY
<br />USP: 5/8' ATR MIN. 1' EMBED SET M HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
<br />VGT [ 14018
<br />4940
<br />TDX 10
<br />10140
<br />06)-505 1/4'x3' TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5AUASHER/2PLY
<br />USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(I) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONIC„ (12) I6d TO WOOD USP: SAME AS SIMP50N
<br />ABU 66Z
<br />2300
<br />12000
<br />PAU 66
<br />2380
<br />16005
<br />(U 5/V A.TR N HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ (12)16d TO WOOD USP: SAME AS SIMP50N
<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 CONC, (8)10d TO WOOD USP: SAME AS SIMP5ON
<br />LTT2� +«
<br />1500
<br />LTS 206
<br />1105
<br />(1) 1/2' A.TR IN HIGH STRENGTH EPDXY, (MIN. V EMBED) IN CONC, 60N0d TO WOOD
<br />USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) led x 1 12', 2-12'
<br />0
<br />HTT4
<br />4455
<br />HTT45
<br />4160
<br />(1)5/8' A.T.R. IN HIGH STRENGTH EPDXY MIN. 1' EMBED,) IN CONC, (18) SC-10 X 1 1/2' (USP: (20) Ibd X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) Ned, (20) led x 1-12', (20) Ibd x 2 12'
<br />Z
<br />Q
<br />HTT5
<br />5090
<br />HTT45
<br />5C05
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) I(pd X 2 12' CUSP: (20) Ibd X 2-12')
<br />USP HAS MORE NAIL OPTIONS: (20) lied, (26) lied x 1-12', (20) led x 2 12'
<br />HHDQII-SDS 25+
<br />11010
<br />UPHD 11
<br />14395
<br />(I) 1- ATR N HIGH STRENGTH EPDXY, (MIN 10' EMBED) IN CONC„ (24) 806 4' x 2h' WOOD SCMWS (USP: (24) W83 WOOD SCREWS)
<br />HD113
<br />6645
<br />TDX 10
<br />10140
<br />(U 1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN CONC, (3) 314' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS)
<br />MBHA 3.56/1115
<br />3415
<br />5330
<br />NFM35X12U
<br />29W
<br />1130
<br />SIMPSON: (1) 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, (18)I01:J TO BEAN
<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 OYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />W
<br />V'
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (PLR)
<br />HU94121F
<br />3060
<br />2110 (FLR)
<br />(10) Ibd TO HEADER <I0) I66 TO WOOD USP: SAME A9 SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />HUC410 (CAN)
<br />1800
<br />4920
<br />HD410 IF
<br />BOB
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: CIS) I/4' x X WS3 SCREWS, (10) led TO WOOD.
<br />USP (20) 3/I6' TAPPER+, (10) led TO WOOD
<br />=
<br />HUC210-2 (CMU)
<br />1800
<br />Seer,
<br />ND210-21F
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITER (9 PER FLANGE) TO CMU, (10) Ned TO WOOD: (USP: (0) 1/4' x 3' W83 SCREWS, (10) [Old TO WOOD.
<br />USP (20) 3/16' TAPPER-, (10) led TO WOOD
<br />HUC210-3 (CMU)
<br />woo
<br />5005
<br />WD210-31F
<br />L305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (10) 1/4' x X W53 SCREWS, (10) led TO WOOD.
<br />USP (20) 3/I6' TAPPER-, (10) led TO WOOD
<br />LGUM26-2-906
<br />1430
<br />5595
<br />LGUM26-2
<br />2125
<br />6065
<br />(4) 3/5' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CAW, (4) 1/4' X 2 12' SOS SCREWS TO WOOD,
<br />USP (4) 3/8' X 4' WEDGE BOLT.* W63 WOODSCREWS
<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 CMU. WALL MUST BE FILLED SOLID w/ GROUT.
<br />10d COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 12' 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 />U)
<br />+ + MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1'
<br />LJ
<br />H
<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 / 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-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 2 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x Fi
<br />UP TO 5'-4'
<br />DBL 2 x 8
<br />5'-4' TO 1'-O'
<br />DBL 2 x 10
<br />1'-0' TO I0'-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 V-0'
<br />DBL 2 x 12
<br />8'-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 />U.N.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 HEADER
<br />1
<br />3
<br />2 .12
<br />1 2 SYP)
<br />AS, OSB
<br />NAIL (3) 12d 6 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-ICo
<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. 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 LINO ON FRAMING PLAN
<br />!o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 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 />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 Co 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 />Grouly...
<br />1441 N. RONALD REAGAN BLVD.
<br />LONG WOOD, FL 32750
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<br />EIVHDIV a. RAT.
<br />SILVERADO
<br />LOT #22
<br />BLK #1
<br />PROJICC"
<br />04128.000-22001
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<br />4EAB
<br />"1672— ARIA"
<br />GARAGE 81Imo:
<br />RIGHT
<br />PAGE.
<br />CONNECTOR
<br />SCHEDULE
<br />50 MPH EXP. B-CC
<br />ARCHITECT-
<br />STATE OF FLOFSDA
<br />DP IN 11/3/16
<br />NCALE: 1 /4"=1'- 0"
<br />B*Ec P
<br />4.2
<br />
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