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CONTROL DATE: 01-05-I1
<br />CONNECTOR SCHEDULE
<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 />1625
<br />(a) 10d x 1 1/2' I -PLY, (6) 16d 2-PLT, (U5P: (10) Od X 1 1/2' - NO 16d OPTION)
<br />(2) META-16
<br />1985
<br />(2) PTA 16-18
<br />2800
<br />(lo) Od x 1 1/2' I-P'LY, (USP: (10) 10d x 1 I/2')
<br />2515
<br />(14) I6d 2-PLY (USP: NO I6d OPTION)
<br />HETA-16
<br />1510
<br />PTA 16
<br />1810
<br />(9) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) Od x 1 1/2', NO I6d OPTION
<br />HETA-20
<br />ISO
<br />PTA 20
<br />1810
<br />(W IOd x 1 I/2' I -PLY, (5) I6d 2-PLY U5P: (10) Oct x 1 1/2', NO Ibd OPTION
<br />(2)HETA-20
<br />2035
<br />(2)HTA-20
<br />3230
<br />(10) Od x 1 1/2' I -FLY U5P: (107 Od x 1 1/2'
<br />2500
<br />(12) Ibd 2-PLY (USP: NO I6d OPTION)
<br />Z
<br />LGi-1
<br />2150
<br />LU3T-2
<br />1550
<br />(V - I/4' x 2 114' TITEN, 2 (USP: BLK 1511/4' WB, WOOD 06) loci
<br />(n
<br />DETAL-20
<br />2480
<br />DWTA-20
<br />2430
<br />(15) - Od x 1 1/2, 1 PLY
<br />MOT
<br />3965
<br />MUGT
<br />4115
<br />(1)5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD N51-: (28) IOd TO WOOD)
<br />1-IGT-2
<br />10980
<br />HUGT-2
<br />9190
<br />(2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (16) Od TO WOOD (USP: WOOD (8) loci)
<br />HGT-3
<br />10530
<br />WU3T-3
<br />986o
<br />(2) 3/4' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (U5P: WOOD (5) loci)
<br />LGT3-SDS25
<br />3255
<br />LUGT-3
<br />3525
<br />(12) SDS V4'x3' TO GIRDER (4) 3/8' x W TITEN HD TO WALL (USP: CONIC. (4) 3/0' X 5' WEDGE BOLT, WOOD (12) W525)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) Od x 1-1/2' (U5P: (10) Od x 1 1/2'
<br />VGT
<br />4940
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN 12' EMBED), OW-SDS I/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO U5P CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.T.R. IN HIGH 5TRENGTH EPDXY (MIN. 12' EMBED), (32)-SOS 1/4'X3' / 2 PLY
<br />MT5, 12
<br />1000
<br />MTW 12
<br />1195
<br />1141 10d x 1 111' (USP: (14) 10d x 1 1/2', (14) 10,1)
<br />HT5-16
<br />1150
<br />WTW 16
<br />1260
<br />(16) Od x 1 1/2' (U5P: (16) Od x 1 1/2', (16) Iod)
<br />HT5-20
<br />14SO
<br />HTW 20
<br />1530
<br />(24) Iod x l 1/2' (USP: (24) 10d x 11/2', (20) IOd)
<br />HT5-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) Od x 1 1/2' (U5P: (24) Od x 1 I/2', (20) 10d)
<br />LSTA-12 •
<br />925
<br />LSTA 12
<br />930
<br />(0) IOd U5P: (10) lod
<br />LSTA-18 .
<br />1235
<br />LSTA IB
<br />1235
<br />(14) Od USP: (14) Od
<br />MSTA-15 •
<br />1315
<br />MSTA-I8
<br />1310
<br />(14) Od U5P: (14) Od
<br />N
<br />MSTA-24 •
<br />1640
<br />MSTA-24
<br />1640
<br />(15) Od USP: (I5) loci
<br />CL
<br />MSTA-30 ••
<br />2050
<br />MSTA-30
<br />2065
<br />(22)Od U5P: (22)IOd
<br />�MSTA-36
<br />•
<br />2050
<br />MSTA-36
<br />2065
<br />(26)IOd U5P: (26)IOd
<br />F-
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3890
<br />(36) IOd x 1 V2' U5P: (36) 1" x 1 IR'
<br />N
<br />MSTI-48
<br />5065
<br />KT51 248
<br />5140
<br />(45) Ocl x 1 112' USP: (48) Od x 1 1/2'
<br />146
<br />95O
<br />LFTA 6
<br />1210
<br />(8) 8d TO PLATES, 18) 8d TO STUDS 1U5P: (161 Bd x 1 1/2% (161 8d)
<br />5P4
<br />885
<br />SPT 4
<br />945
<br />(6) Od x 1 1/2' TO STUDS U5P: (6) Od x 1 1/2' TO 6TUD5
<br />A34
<br />395
<br />MP 34
<br />380
<br />(4) " x 1 1/2' TO BEAM, (4) Bd x 1 1/2' TO POST. U5P: (4) 6d x 1 1/2' TO BEAM, (4) 8d x 1 IA' TO POST.
<br />WCP2
<br />645
<br />HHCP 2
<br />boo
<br />(12) Od x 1 1/2' USP: (10) Od x 1 1/2' TO TRU55, (10) Iod X 1 1/2' TO PLATE
<br />H10A
<br />1140
<br />RT 16A
<br />1380
<br />(IB) IDd x 1 1/2' USP: (9) Od x 1 I/2' TO TRUSS, (15) Od X 1 112' TO PLATE
<br />VGT 4 HDU4
<br />4940
<br />PHD 4A
<br />5215
<br />(16)-SD5 1/4'x3' TO WOOD, (10)-5D5 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WA5PER/2 PLT
<br />U5P: 5/5' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
<br />VGT ( WD15
<br />4540
<br />TDX 10
<br />IV140
<br />(16)-51D5 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASWER/2PLY
<br />USP: 1/8' ATR MIN 1' EMBED SET IN NIGH STRENGTH EPDXY, (4) 1/8' THR)-BOLTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC, (12) I6d TO WOOD U$P: SAME AS 5IMPSON
<br />ABU 66Z
<br />7300
<br />12000
<br />PAU 66
<br />2350
<br />16005
<br />(1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)Ibd TO WOOD U5P: SAME AS 5IMP50N
<br />(n
<br />LTTI9 ..
<br />1340
<br />LTS 19
<br />1205
<br />!U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDJ IN CONC, (S)IOd TO WOOD U5P: SAME AS SIMPSON
<br />O
<br />LTT205 ...
<br />1500
<br />LTS 205
<br />U05
<br />(I) 1/2' ATR IN HIGH STRENGTH EPDXY, (MIN. I.EMBED> IN GONG- (10)Iod TO WOOD
<br />USP: 3/4' ATR MIN T EMBED SET IN HIGH STRENGTH EPDXY, (10) Od, (10) Od x 1 1/T, 2-1/2'
<br />=
<br />(�
<br />Z
<br />HTT4
<br />4455
<br />HTT45
<br />4160
<br />(U 5/S' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC, (15) SD'10 X 1 1/2' (USP: (20) Ibd X 2-1/2')
<br />U5P HAS MORE NAIL OPTIONS: (20) Od. (20) 10d x 1-1/2', (20) I6d x 2 /2'
<br />Q
<br />HTT5
<br />5010
<br />HT145
<br />5005
<br />(I) 5/6' A.TR IN HIGH STRENGTH EPDXY (MR 1' EMBED.) IN CONC. (26) I6d X 2 1/2' (U5P: (20) I6d X 2-1/21)
<br />USP HAS MORE NAIL OPTIONS: (2B) Od, (26) Od x 1-1/2', (20) I6d x 2 1/2'
<br />HNDQII-SDS 25•
<br />11,910
<br />UPHD II
<br />14395
<br />(I) I' ATR IN HIGH 5TRENGTH EPDXY, (MIN O' EMBEDJ IN CONC- (24) 5D5 /:' x A' WOOD SCREWS (USP: (24) W53 WOOD SCR:W5)
<br />WD15
<br />6645
<br />TDX 10
<br />10140
<br />(I) 1/5' AB. IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 1/5' BOLTS)
<br />(n
<br />MIBHA 356/1175
<br />3415
<br />5330
<br />NFM35X12U
<br />2560
<br />1130
<br />SIMPSON: (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (I) 3/4'
<br />A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18110d TO BEAM
<br />U5P: (1) V2' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW
<br />RAM5ET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ Vu MIN 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />04) Od AT JOIGT
<br />Q'
<br />W
<br />( D
<br />HUSC412 !WOOD)
<br />3635
<br />2660 (FLR)
<br />HU94121F
<br />3060
<br />2110 (FLR)
<br />(10) I6d TO HEADER 110116d TO IIK70D U5P: SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />Z
<br />Q
<br />WUC410 (CMU)
<br />1500
<br />4WO
<br />1-10410 IF
<br />1305
<br />5000
<br />(18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) Od TO WOOD: (U5P: (1W V4' x Y W53 SCREWS, (10) Od TO WOOD.
<br />USP (20) 3/16' TAPPER•, (10) Od TO WOOD
<br />=
<br />NUC210-2 (CMU)
<br />IBM
<br />5065
<br />WD210-21F
<br />1305
<br />5000
<br />(I5) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) Od TO WOOD: (U5P: (16) 1/4' x 3' W53 SCREWS, (10) Oci TO WOOD.
<br />USP (20) 3/16' TAPPER., (10) Od TO WOOD
<br />NUC110-3 (CMU)
<br />1800
<br />So85
<br />WD210-31F
<br />1305
<br />5000
<br />(IS) V4' x 2-3/4' TITEN (9 PER FLANGE) TO CI-N, 00) 10d TO WOOD: (U6P: (10) V4' x 3' W63 SCREWS, (10) Od TO WOOD.
<br />USP (20) 3/16' TAPPER•, (10) Od TO WOOD
<br />LGUM26-2-SDS
<br />1430
<br />5595
<br />LGUM26-2
<br />2125
<br />,065
<br />(4) 3/5' x 4' TITER HD ANCHORS (2 PER FLANGE) TO CMU, (471/4' X 2 1/2' 5D5 SCREWS TO WOOD,
<br />U5P (4) 3/5' X 4' WEDGE BOLT•f 1153 UIOODECREWS
<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 C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
<br />•• OOI COMMON NAILS CAN BE SUBSTITUTED WITH Od x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THI5 APPLICATION
<br />PRIOR TO INSTALLATION
<br />(n
<br />•. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOWDATION WILL BE 1'
<br />W
<br />1—
<br />O
<br />A.TR • 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 />15 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 ANCHOR5 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 SIMF-5ON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRC4GI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE ! MASONRY
<br />CATALOG C-SA5-2012 N USP STRUCTURAL CONNECTORS 20115-2016.
<br />SINGLE STORY APPLICATION
<br />51ZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-4'
<br />DEL 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 DOU1N STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO 5'-O'
<br />DBL 2 x 8
<br />5'-0' TO 6'-4'
<br />D5L 2 x 10
<br />V-4' TO W-O'
<br />DEL 2 x 12
<br />W-O' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD RE UIREMENTS
<br />MAXIMUM HEADER SPAN M.)
<br />UP TO
<br />5'-O' TO
<br />8'-0'
<br />UN.O.
<br />4'-II 1/2'
<br />1'-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 />I
<br />3
<br />2 x 12
<br />G2 5YP)
<br />1/16' 055
<br />NAIL (3) 12d
<br />TYP. 2x12 BM./HDR.
<br />1. 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/CONGRETE SHALL BE META-16
<br />FLOOR TRUSS 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 TRU55 MANUFACTURER'5 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 />/o- MIN. 2X4 HIP CUT BLOCKING SECURED W/3-I0d GUN NAILS OR 3-12d NAND DRIVES m EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS.
<br />1 EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRU55 BEARING.
<br />S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F.
<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 N C N I T E C T 8
<br />6
<br />Msign
<br />Grou 1!
<br />1441 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 327W
<br />PH: 407-774E078
<br />FAX 407-774-0078
<br />www.abdesigngroup.rnm
<br />AA N: 0003325
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<br />ly-WD V. Z L(OT:
<br />SILVERADO
<br />LOT #20
<br />BLK #6
<br />PROJECT*
<br />04128.000-02061
<br />MODEL•
<br />4EHB
<br />"2605- HAYDEN"
<br />GARAGE OWING:
<br />LEFT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />ARCHITECT
<br />STATE OF FLORIDA
<br />DARTS 11/7/17
<br />SCALE: 1/4"=1'-0"
<br />8*IELR'
<br />7.1
<br />
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