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CONNECTOR SCHEDULE I CONTROL DATE: 01-CS-11
<br />SIMPSON
<br />LISP I
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-Y.
<br />14SO
<br />HTA 16-16
<br />1625
<br />(8) 10d x 1 1/2' I -PLY, Ird 2-PLY, (USP� (10) 10d X 1 0' - NO I&d OPTION)
<br />(2) META-16
<br />IwS
<br />(v WTA 1& -18
<br />2800
<br />(10) l0e . 1 1/2' I -PLY, (USP: (10) 10d . 1 1/2')
<br />25,15
<br />(14) *d 2-PLY (U&Pz NO I&d OPTION)
<br />WETA-16
<br />low
<br />HTA 16
<br />TWO
<br />(S) 10d x 1 1/2' I -PLY, (W I&d 2-PLY USP: (10� 10d x 1 1/2', NO I&d OPTION
<br />HETA-20
<br />Islo
<br />HTA 20
<br />1010
<br />M 10d . 1 1/2* I -PLY, (8) l6d 2-PLY USP� (10) 10d x 1 1/2', NO 16d OPTION
<br />>_
<br />(2) WETA-20
<br />2035
<br />(2) HTA-20
<br />32.30
<br />(10) 10d x 1 1/2* ]-PLY USP; (10) 10e x 1 1/2'
<br />2500
<br />62)166 2-PLY (U5P: NO lbd OPTION)
<br />0
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1550
<br />(1) - 1/4' x 2 1/4' TITEN, 2 (USP; SILK (5) 114' LIB, WOOD (16) 10d
<br />DETAL-20
<br />24910
<br />DWTA-20
<br />2430
<br />(10) . 10cl x 1 1/2, 1 PLY
<br />MGT
<br />3965
<br />MUGT
<br />4115
<br />(1)5/0' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (22) 10d TO WOOD (USP:(2S)I9>dTOW000)
<br />HST-2
<br />101500
<br />HU3T-2
<br />s1w
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD (USP: WOOD (a) lod�
<br />HGT-3
<br />10530
<br />HU3T-5
<br />W60
<br />(2)3/4'A.T.K IN HIGH STRENGTH EPDXY (MIN. WOMBED), (16)10d TOWOOD (USP,tJkJ000(WI0e)
<br />LGT3-SDS2.5
<br />3285
<br />LUGT-3
<br />3525
<br />(12)SDS 1/4'.3'TOGIRDEP, (4)3/8'. 5' TITEN HD TO WALL (USP: CONIC. (4) 316' X S, WEDGE BOLT, WOOD (12)W625)
<br />LTA2
<br />12�0 PARALLEL TO WALL
<br />12 0 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10))Od x 1-1/2' (USP: (10) Tod x 1 1/2'
<br />VGT
<br />4%40
<br />NO USP CONVERSION FOR SIMPSON VOT
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 1/4'X3' TO WOOD
<br />(2) VGT
<br />1195
<br />NO UBP C4�NVERNON FOR 51 (2) VG7)
<br />(2? S/8' AT.R. IN WIGW STRENGTH EPDXY (MIN. 12' EMEIED), (32)-SD8 1/4X3' / 2 PLY
<br />MTO-12
<br />low
<br />MTW 12
<br />11w
<br />(14) Vol . 1 1/2' (USP: (14) 10d x 1 1/2', (14) 10d)
<br />WTS_T6
<br />1150
<br />4TW 16
<br />1260
<br />(16) led x 1 1/2' (USP: (16) lod . 1 1/2', (16) l0e)
<br />WTS-20
<br />1450
<br />WTWI 20
<br />1530
<br />(24) 10d x 1 1/2' (UeP: (24) 10cl x 11/2', (20) 10d)
<br />WTS-24
<br />1450
<br />WTWI 24
<br />1530
<br />(24) 10d . 1 I/V (USPi (24) 10.1 x 1 1/2', (20) 10d)
<br />LSTA.r2
<br />925
<br />LSTA 12
<br />930
<br />(10) Tod U&P: (0) Old
<br />LSTA-18
<br />1236
<br />LSTA 16
<br />1235
<br />(w) ice USP: (14) 10d
<br />MSTA-18
<br />1315
<br />MSTA-18
<br />1310
<br />(14) IdDal USP� (14) We
<br />V)
<br />M$TA-24
<br />1640
<br />M5TA-24
<br />1640
<br />(16) lod U&P. (1w Ice
<br />CL
<br />MSTA.30
<br />2050
<br />MSTA-30
<br />2065
<br />(22) 10d USP, (22) 10d
<br /><
<br />w
<br />MSTA-36
<br />2050
<br />MSTA-ir.
<br />2065
<br />-
<br />(26) led USP: (26) 10d
<br />I-_
<br />MSTI-3&
<br />3800
<br />KSTI 256
<br />3ow
<br />Ice x 1 1/2' USP; (3( b) 10d x 1 1/2'
<br />V)
<br />MSTI-48
<br />S"5
<br />KTSI 248
<br />5140
<br />(49) 10d x 1 1/2' Uap: (46) 10d x I t/2'
<br />Hr.
<br />Sao
<br />LFTA 6
<br />1210
<br />(8) Be TO PLATE$, (8) 8d TO STUDS CUSP: (IS) gid x 1 1/2', OW Sol)
<br />SP4
<br />805
<br />SPT 4
<br />545
<br />(6) 10d . 1 1/2' TO STUDS USP; (6) 10d . 1 1/2' TO STUDS
<br />A314
<br />3115
<br />MP 34
<br />3w
<br />(4) ad x 1 1/2' TO SEAM, (4) Sd . 1 1/2' TO POST. USP� (4) Sd � 1 1/2' TO BEAM, (4) ad x 1 1/2* TO POST.
<br />HC_P2
<br />645
<br />WWCP 2
<br />a"
<br />(IV 10d � 1 1/2' USP: (10) 10d x 1 1/2' TO TftS$, (10) loci X 11/2' TO PLATE
<br />HIOA
<br />1140
<br />RT I&A
<br />Isso
<br />(w 10d x 1 1/2' USP� (W iOd x 1 1/2' TO TRUSS, (0) Vol X 1 1/2' TO PLATE
<br />VGT 4HDU4
<br />4S40
<br />PWID 4A
<br />5215
<br />(J6)-SDS;/4'x3'T0 WOOD, (10)_606 1/4'.21/2' W/ THREADED ROD, (2) NUTSALIASHEIR/2 PLY
<br />USP: �,/S' ATIR MIN. I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W&3 WOOD SCREWS
<br />VGT 4 WDIS
<br />41340
<br />TDX 10
<br />)0140
<br />(16)-SDS 1/4'xV TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAL"SWER/2PLY
<br />USM 1/8' ATIR MrN.'I' EMBED SET IN HIGH STRENGTH EPDXY, (4) I/8'TWIRT.1-50ILTS
<br />ABU 44Z
<br />2200
<br />1 66915
<br />PAU 44
<br />253-1
<br />911,15
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.� IN CONIC, (12) Tod TO WCIOD USP; SAME AS SIMPSON
<br />ABU b6z
<br />21000
<br />12000
<br />PAU 66
<br />2380
<br />V.005
<br />(1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.'I* EMBED.) IN CIONC., (12)ird TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />LTTIt ...
<br />1340
<br />LT$ IS
<br />i2es
<br />(1) 3/4' A.TK IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN coNic, (SAOd -To WOOD USP.� SAME AS 991PSON
<br />w
<br />0
<br />:c
<br />L7720B
<br />1500
<br />—
<br />LTS 20B
<br />Ties
<br />—
<br />(1) 1/23A.T.R. IN WIC144 STRENGTH EPDXY, (MIN. I'EMBIED.) IN CONC, (10)10d TO WOOD
<br />USP� /4' ATIR MINI' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10� 10d x 1 1/2', 2-1/2'
<br />C)
<br />z
<br />WTT4
<br />4455
<br />HTT45
<br />4T60
<br />(1) 5/8'A.T.ft IN HIGH STRENGTH EPDXY (MIN. V EMBED,) IN CONC_ (10) SD-10 X 1 1/2' (USP: (20)16d X 2-1/2')
<br />USP WAS MORE NAIL OPTION& (20) Od, (20) 10d x 1-1/2', (20)16d x 21/2'
<br /><
<br />WTT5
<br />5ow
<br />HTT45
<br />5005
<br />U(I) 5/8'A.TR IN HIGH STRENGTH EPDXY (MIN- I'EMSED,) IN CCNC� (26) I&d X 2 1/2'(1,16M (20) *d X 2-1/2ff)
<br />SP WAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20)16cl x 2 1/2'
<br />WWDQII-SDS 25,
<br />II)DIO
<br />UPHD 11
<br />143S5
<br />(1) 1' A:rR IN WISH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC� (24) SDS)'�' . A' WOOD SOREWS (USP: (24) W63 w000 ScREws)
<br />HD15
<br />6645
<br />TDXIO
<br />10140
<br />(1) 1/8' AS. IN HIGH STRENGTH EPDXY, (MIN. 7EMSED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP, (4) 1/0' BOLTS)
<br />V)
<br />MSHA 3.56/11.25
<br />3415
<br />5330
<br />Nrm35xl2u
<br />2580
<br />1130
<br />SIMPSON, (1) 3/4' ATA IN HIGH STRENGTW EPDXY (MN. 6.15* EMISIEDMENT� IN CPtU. TOP, (1) 3/4'
<br />8,TREWT 'TO BEAM
<br />A.TR IN HIGH W EPDXY, (MN. 6.15* EMBE61-ENT) IN rMJJ. FACE, (18ACd
<br />U.)P: (1) 1/2'J-BOLT W1 MINIMUM 6: EMBED- 4 NOT LESS THAN 4'FIROM EDGE or CONC W1 3/4' DIA ITW
<br />RAMSETAREDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MrN. S' EMBED DEPTH INSTALLED IN THE FACE,
<br />(W) hOd AT JOIST
<br />w
<br />ILLJ
<br />0
<br />WUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />WLIS4121F
<br />3060
<br />2110 (FLR)
<br />(10) W be TO HEADEP, (10) I&d TO WOOD U5P1 SAME AS SIMPSON
<br />3265 (ROOF)
<br />3325 (ROOF)
<br />z
<br /><
<br />WUC410 (CMU)
<br />low
<br />41320
<br />HD410 IF
<br />1305
<br />so"
<br />(IS) 114'. 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD� (USP; (16) 114'. 3'1163 SCREWS, (10) 10�1 To WOOD.
<br />USP (20) 3/16'TAPPERt (10) Ve TO WOOD
<br />HUC210-2 (CMU)
<br />Iwo
<br />SOL36
<br />WD210-21F
<br />1305
<br />50"
<br />I
<br />(IS) 1,/4* x 2-3/4'TITEN (S PER FLANGE) TO CMU, (10) 10cl TOWOOD; (U&P: (18)1/4'.3'U*3eCRELVS,(tO)101�ITOUJCCO.
<br />U$P 20) 3/16' TAPPER., (10) 10d TO WOOD
<br />WUC210-3 (CMU)
<br />Is"
<br />508S
<br />WD210-51F
<br />1305
<br />5000
<br />(10) 1/4'. 2-3/4'TITEN 03 MR FLANGE) TO CM, (10) 10d TO WCOD� (USP: (18) 114m x 3'WS3 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER,, (10) 10d TO WOOD
<br />I-C-OLM26-2-SIDS
<br />1430
<br />5
<br />LGL"&-2
<br />2125
<br />bees
<br />( S' . 4 IT H��W M (�7 CMU, (4)1/4' X 2 1/2' e0b SCREWS TO WOOD,
<br />LT., 3 L=4 TO
<br />tj:�3(/4) /S: T
<br />X 4 ta SC� WS
<br />WIGW STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITIECT/ENSINEEIR Or RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />WHERE ANCHOR EMBEDMENT 16 GREATER THAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID wl GROUT.
<br />0d COMMON NAILS CAN ISE SUBSTITUTED WITH loel . 1 1/2' NAILS IN CONJUNCTION WITH A 2331 REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 RECIUMED FOR THIS APPLICATION
<br />RIOR TO INSTALLATION.
<br />... MINIMLIM EMBEDMENT INTO THE TOP Or A BONDBEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION LULL BE I'
<br />0
<br />AT.R. - A-30-1 ALL THREAD ROD (size, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE Or THE WIDE VARIETY Or MATERIALS, LOCATIONS, AND CONDITIONS TWAT MAY AFFECT CONNECTORS, THE =NTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPERCORROSION PROTECTION
<br />IS USED�
<br />UPEN USING STAINLESS STEEL CONNECTOR$, USE STAINLE66 STEEL FASTENERS. WHEN USING ZMAX / WD-3 GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AIS3
<br />USE OF EXPANSION ANC44ORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST WAVE WRITTEN APPIRDvAL FROM THE ARrWITECT/ENGINEER Or RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011','WIG14 WIND -RESISTANT CONSTRUCTION F-C-AURC-AG*, AND ANCHOMW. 4 FASTENING SYSTEMS FOR CONCRETE I MA50NRr'
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. 1
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x &
<br />UP TO E,'-4'
<br />DBL 2 x a
<br />5'-4' TO I'-&
<br />DBL 2 x 10
<br />1'-0' TO
<br />DIBIL 2 x 12
<br />10'-C' AND OVER
<br />TWO STORY APPLICATION DOWN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DISL 2 x r.
<br />UP TO 5'-o'
<br />DIBIL 2 x 6
<br />V-0' TO r.'-4'
<br />DBIL 2 x 10
<br />r.'-4' TO 8*-0'
<br />DIBIL 2 x 12
<br />S'-g>* AND OVER _j
<br />FRAMINIG NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (rt.)
<br />UP TO
<br />5._01 TO
<br />a.-O.
<br />U.N.O.
<br />4'-Il 1/2'
<br />1'-11 1/2' I
<br />AND Up
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END Or HEADER
<br />1
<br />2
<br />3
<br />NUIMIBER OF FULL LENGTH STUDS
<br />2
<br />AT EACH END OF: WEADER
<br />1
<br />3
<br />2 x 12
<br />2 SYP)
<br />NAIL (3)12d 0 (.1-81 O.C.
<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/CONCRETE SHALL BE META-Iro
<br />FLOOR TRU55 TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH
<br />NE) AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />TIRUS5 TO WOOD FRAMING SHALL BE MTS-12
<br />3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY
<br />TRU55 MANUFACTURER.
<br />'s F
<br />4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINC OR LOCATIONS,
<br />PROFILE, AND SIZE OF ROOr/FLOOR TRUSSES.
<br />5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
<br />STUD REQ. ARE STANDARD U.N.0 ON FRAMING PLAN
<br />ro. MIN. 2X4 HIP CUT BLOCKING SECURED W13-106 GUN NAILS OR 3-126 HAND DRIVES 0 EA,
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />'I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP Or TRUS6 BEARING.
<br />B.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED, 2014 F15C RESIDENTIAL-51ECTION R302.12.
<br />S.REFER TO DETAIL & SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A It C N I T 9 C T 8
<br />6
<br />GrMm ign
<br />oINUSIOR..
<br />AiN - RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32750
<br />PH: 407-774-6078
<br />FAK 407-774-4078
<br />www.abdesigngroup.com
<br />AA #:0003325
<br />C,
<br />7
<br />rat"077. a Eo N
<br />SILVERADO
<br />LOT #12
<br />BLK #6
<br />PRO
<br />04128.00 -01261
<br />mopin,
<br />4EGB
<br />"GALEN"
<br />GARAGM 81rWC1,
<br />PAO]Ilh
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPli EXP. B
<br />RINT
<br />DATmh 11/8/17
<br />a BCAXJB: 1/4"=V-0"
<br />01111mm
<br />7. 1
<br />
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