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CONNECTOR SCHEDULE I ccNTRoLDATE;oi-os-n_
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />1450
<br />WTA 16-18
<br />1625
<br />(0) bod 1 1/2' I -PLY, (6) 16,1 2-PLY, (USP; (10) 101d X 1 1/2 NO l6d OPTION)
<br />(2) META-16
<br />ISS5
<br />-- --
<br />(2) WTA 16-18
<br />28M
<br />(10) led 1 1/2* ]-PLY, (USP. (10) 106 x 1 1/29
<br />2515
<br />(14) I&CI 2-PLY (USP. NO I&d OPTION)
<br />WETA-16
<br />isle
<br />WTA 1( b
<br />1810
<br />(S) 10cl . 1 1/2' I -PLY, (W I&d 2-PLY USP, (10) led x 1 I/V, NO l6d OPTION
<br />PETA-20
<br />1510
<br />WTA 29)
<br />tole
<br />(S) 10cl x 11/2' I -PLY, (8) I&d 2-PLY USP; (10) 10cl x 1 1/2', 140 l6d OPTION
<br />z
<br />(2)14ETA-20
<br />2030
<br />(2) WTA-20
<br />3230
<br />(10) led x 1 1/2' I -PLY USP: (10) led x 1 1/2'
<br />2500
<br />(12)16d 2-PLY (USP% NO l6d OPTION)
<br />C)
<br />L&T-2
<br />21rV
<br />LUST-2
<br />L-190
<br />CI) - I/A' . 2 114' TITEN, 2 (USP; ELK (5) 1/4' US, WOOD (16) led
<br />V)
<br />DETAL-20
<br />2480
<br />D14TA-20
<br />2430
<br />(18) - 10cl x 1 1/2, 1 PLY
<br />M63T
<br />3kS&5
<br />MUGT
<br />4M
<br />(1) 5/0' A.TJk IN 141GW STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (USP. (28) led TO WOOD)
<br />W.T-2
<br />10,560
<br />WUGT-2
<br />511w
<br />(2) 3/4'A.TJt IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) l0d TO WOOD (USP: WOOD (8)10d)
<br />HGT-3
<br />10530
<br />HUGT-3
<br />5060
<br />(2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD (U5P, WOOD (8) loci)
<br />LGT3-SDS2-S
<br />32"
<br />LUGT-3
<br />BS25
<br />(12) 6061/4'x3' TO GIRDER, (4) 3/8'x WTITEN WD TO WALL (USP;C(74C.(4)3/8'XB'LEDC-E50LT,U)000(12)W&2'5�
<br />LTA2
<br />12:0 PARALLEL TO WALL
<br />12 0 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />'10) led K 1-1/2' (USP: (10) 10�1 . 1 1/2'
<br />VGT
<br />4540
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1-2'- EMBED), (Ir.)-SDS I/4-x3' TO WOOD
<br />(2) VGT
<br />lies
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2)S/6' ATA IN WIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MTS.12
<br />1000
<br />MTW 12
<br />IlS&
<br />(14) led x 1 1/2' (USP: (14) 10cl x 1 1/21,04) 10d)
<br />PTS-16
<br />1150
<br />WTW 16
<br />1260
<br />(16� led . 1 1/2' (USP: (16) led . 1 1/2', (16) led)
<br />WTO-20
<br />149,0
<br />WTW 20
<br />1530
<br />t24) led x 1 1/2' (USP� (24) led x 1 1/2', (20) 10cl)
<br />WTS-24
<br />1450
<br />WTW 24
<br />1530
<br />(24� led x 1 1/2' (USP� (24) led x 1 1/2', (20) led)
<br />LSTA-12
<br />S25
<br />LSTA t2
<br />We
<br />(10) led usp� (10) led
<br />LSTA-10
<br />1236
<br />LSTA IS
<br />1:235
<br />(14) led usp: (14) Od
<br />MSTA-10
<br />1315
<br />MSTA-18
<br />1310
<br />(14) Od USP; (14) led
<br />V)
<br />MSTA-24
<br />1640
<br />MOTA-24
<br />1640
<br />(18) hod USPI (18) led
<br />OL
<br />MSTA-30
<br />2050
<br />MSTA-30
<br />20651
<br />(22) led Usp; (22) led
<br /><
<br />w
<br />MOTA-36 .4
<br />29*0
<br />MSTA-36
<br />2065
<br />(2( ) led USP, (2( W 10d
<br />MSTI-36
<br />3800
<br />KSTI 2356
<br />3aw
<br />—
<br />(36)104d . 1 1/2' USP; (36) led x 1 1/2'
<br />0
<br />M$TI-48
<br />5065
<br />KTSl 24S
<br />5140
<br />(4W led . 1 1/2' USP; (4a) led x 11/2'
<br />W6
<br />590
<br />LFTA &
<br />1210
<br />(8) Od TO PLATES, (8) 8d TO STUDS (USP-. (16) Od x 1 1/2', 06� 0k;I)
<br />SP4
<br />6116
<br />SPT 4
<br />S45
<br />(6) 1" x 1 1/2' TO STUDS U6P: (b) led x 1 1/2' TO STUDS
<br />A34
<br />3.351
<br />MP 34
<br />380
<br />(4) Scl x 1 1/2' TO BEAM, (4) 86 x 1 1/2' TO POST. UbP: (4) Sal x 1 1/2' TO SEAM, (4) Sol 1 1/2' TO POST.
<br />4-CP2
<br />64S
<br />HHCP 2
<br />see
<br />(12) 10,;1 . 11/2' USPg (10) 10cl x 1 1/2' TO TRUSS, (10) 10cl X 11/2' TO PLATE
<br />WIOA
<br />1140
<br />RT I&A
<br />13W
<br />(16) led x 1 1/2' USP: (S) 10,dX-1-1/2' TO TRII&S, (8) led X 1 1/2' TO PLATE
<br />VGT 4 WOU4
<br />4S40
<br />PWD 4A
<br />521-3
<br />(16)-SDS 1/4'xV TO WOOD, (10)-806 1/4'x2 1/2' W/ THREADED ROD, e2� NUTS/WASHER/2 PLY
<br />USP. 5/6' ATR MIN. 11 EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS
<br />VGT 4 wDis
<br />4540
<br />TDX 10
<br />10140
<br />el&)-608 1/4'x3'TO WOOD, (3�-.3/4'STUD BOLTS W1 THREADED ROD, (2) NUTSAIJASHERJ2PLY
<br />USP, 1/0' ATR MIN. I' FMIBED SET IN 14IGH STRENGTH EPDXY,_(4) 1/S_'_THRU-5OLTS
<br />ABU 44Z
<br />22M
<br />6665
<br />PAU 44
<br />2535
<br />6115,
<br />IN HIGH STRENGTH EPDXY, (MIN. I'EMBEDd IN CONC., (12)1&cl TO WOOD USP. SAM AS SIMP50N
<br />ABU &&Z
<br />2300
<br />12000
<br />PAU 66
<br />23W
<br />1 16005
<br />(1) 5/8' A.TR. IN HGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12AC-1 TO WOOD Uap.. SAI-E AS SIMM-ON
<br />LTTIS ...
<br />13,40
<br />LTS IS
<br />1200
<br />(1) 3/4* ATJZ IN HIGH STRENGTH EPDXY, (MINI. 1- EMBED.) IN CONIC, (6)10cl TO WOOD USP, SAME AS SIMPSON
<br />0
<br />m
<br />LTT20M ...
<br />1500
<br />LTS 20B
<br />1105
<br />(1) 1/2'A.T.R. IN HIGH STRENGTH EPDXY, (MK 1'EMISEDd IN CONC., (IOAOd TO WOOD
<br />USP. 3/4'ATR MIN I' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) led . 1 1/2', 2-1/2'
<br />L)
<br />z
<br />WTT4
<br />4455
<br />WTT45
<br />4160
<br />(1) S/S'A.T.P- IN HIGH STRENGTH EPDXY (MIN. I- EMBED,) IN CONC, (18) 50-10 X 11/2' WSP, (20) lbol X 2-1/2')
<br />Usp WAS MORE NAIL OPTIONS. (20) led, (20) led . 1-1/2'. (20) I&d x 2 1/2'
<br /><
<br />HTT5
<br />Sow
<br />WTT45
<br />5005
<br />(1) 5/91' ATR� IN HIGH STRENGTH EPDXY (MIN. I' EM5ED,) N CONC., (26) lbd X 2 1/2' (USP: (20) Ibd X 2 -1/2')
<br />USP WAS MORE NAIL OPTIONS: (26) Vd, (20) 10d x 1- 1/2', (20) W d x 2 1/2'
<br />WWDQII-SC>S 2.5.
<br />11,010
<br />UPWO it
<br />143W
<br />(1) 1' ATK IN HIGH STRENGTH EPDXY, (MIN. 10' Et'�.) IN CONC, (24) aDs Yw. 2h, w000 sc-maus wart (24) WS31 Wc= SCREWS)
<br />wDis
<br />TDX 10
<br />10140
<br />(1) 1/0' AS. IN HIGH STRENGTH EPDXY, (MIN. I- EMBED.) IN cow-, (3) 3/4' STuv BOLTS TO WOOD (Usp: (4) 1/9' BOLTS)
<br />V)
<br />MSHA 3. 556/11.25
<br />3415
<br />5330
<br />Kr-M3rxl2U
<br />2�80
<br />1130
<br />SIMPSONg (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIK b1t,' EMBEDMENT) IN CMAJ. TOP, (1) 3/4.
<br />AT.R. IN HIGH STRENGTH EPDXY,,(MIN. 6.190 EMBEDMENT) IN C.MU. FACE, (ISAOd TO BEAM
<br />USP-. (1) 1/2'J-50LT W1 MINIMUM 6 EMBED. 4 NOT LESS THAN 4'FROM EDGE OF: CONr W1 3/4'DIA ITW
<br />RAMSET/RED�-IEAD OYNA BOLT SLEEVE ANCHOR OR Ea W1 MIR 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />(14) led AT JOIST
<br />w
<br />Ld
<br />HUSCA12 (W(�OD)
<br />3635
<br />2660 (FLR)
<br />AUS4121F
<br />3060
<br />2110 (FLR)
<br />j,
<br />(10) 16d TO HEADER, (10) 16d TO WOOD USP; SAME AS SIMPSON
<br />3265, (ROOF)
<br />3 325 (ROOF)
<br /><
<br />W=410 (CMU)
<br />1800
<br />4S20
<br />I
<br />W0410 IF
<br />1300
<br />5000
<br />(18) 1/4'x 2-5/4'71TEN (S PER FLANGE) TO CM, (10) 106 TO WOOD; (USP. (18) 1/4'. 3* WS3 SCREWS, (10) led TO WOOD.
<br />USP (20) 3/16' TAPMR-, (10) led TO WOOD
<br />WUC20-2 (CMU)
<br />low
<br />5OL93
<br />W0210-21F
<br />1305
<br />BOW
<br />(18)1/4'x2-3/4'TITEN(-JF-ERrLAW.E)TOr-MU,(10)10.iTOW00C), (USP:
<br />USP (20) 3/16' TAPMRt (10) led TO WOOD
<br />PUC210�3 (CMU)
<br />1800
<br />bee's
<br />WD210-31F
<br />1305
<br />50"
<br />18� 1/4' 1 2,.1/4* TITEN (S PER FLANGE) TO CM, (10) led TO WOOD, (USP: (18) 1/4' . 31* WS3 SCREWS, (10) ]0d TO WOOD,
<br />USP (20) 31W,' TAPPER-, (W) led TO WOOD
<br />LGUM26-2-606
<br />1430
<br />51ISS
<br />LGLM&-2
<br />2125
<br />rlorE,
<br />(4) 3/8' x 4' TITEN WD ANC*101ft (2 MR FLANGE) TO CMU, (4)1/4' X 2 1/2' $06 SCREWS TO WOOD,
<br />USP (4) 3/8' X 4' WEDGE BOLT-t W53 WCODSCREWS
<br />HIGH STRENGTH EPDXY - SIMPSON 'W EPDXY -TIE'. CONTACT THE ARCWITECT/EN63INEER Or RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS
<br />WHERE ANCHOR EMBEDMENT IS GREATER THAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MST BE FILLED SOLID wl GROUT.
<br />: IiDd COMMON NAILS r- BE SUBSTITUTED WITH led . I 1/2'"LS IN CONJUNCTION WITH A 23,96 REDUCTION IN T44E ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR TH15 APPLICATION
<br />RIOR TO 11,16TALLATION.AN
<br />... MINIMUM EMBEDMENT INTO THE TOP Or A BONDISEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
<br />Ld
<br />0
<br />A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE OF; THE WIDE VARIETY or MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKIW. SURE TWAT THE PROPER CORROSION PROTECTION
<br />IS USED,
<br />WHEN USING STANLE55 STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / Ht>-. GALVANIZED CONNECTOR$, USE FASTENERS GALVANIZED PER ASTM-A53
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE AFICHITECT/ENGINEER OF: RECORD PRIOR 70 USE.
<br />1
<br />ALL CONNECTOR VALUES ISASEr.> ON SIMPSON U000 CONSTRUCTION CONNECTORS C-C2011', 'HIGH WIND -RESISTANT CONSTRUCTION F-C-WWRC-AGI&, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTOR$ 2011S-2016.
<br />tihAI)hN ZSFAIN UHANT
<br />SINGLE STORY APPLICATION
<br />51ZE
<br />CLEAR SPAN
<br />DBL 2 x r.
<br />UP"�05'-4'
<br />DBL 2 x 5
<br />5'-4' To I'-C'
<br />DBIL 2 x 10
<br />I'-O'TO 10'-0'
<br />DBL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOWNI STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DEL 2 x &
<br />UP TO 5'-0'
<br />DBL 2 x 8
<br />r2'-O* TO W-4'
<br />DBL 2 x 10
<br />W-4' TO V-0'
<br />D5L 2 x 12
<br />81-01 AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />51-01 TO
<br />81-0.
<br />UN.O.
<br />W-11 1/2'
<br />'I'-Il 1/2,
<br />AND UP_
<br />NUMBER Or HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LENIGTW STUDS
<br />2
<br />AT EACH END OF HEADER
<br />1
<br />1
<br />3
<br />2 12
<br />2 'SY P)
<br />Ar., OSB
<br />NAIL (3) 12d 0 61-al Or—
<br />TYP. 2x1L2K.,/HDR.
<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-Iro
<br />FLOOR TRUSS TO MA-I-ONRY/CONCRETE SHALL BE HETA-16 AT EACH
<br />ENE) 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 PANGER5 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/rLOOR TRUSSES.
<br />5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER
<br />STUD REQ. ARE STANDARD UN.0 ON FRAMING PLAN
<br />ro. MIN. 2X4 PIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES 0 EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PERAPA REQUIREMENTS.
<br />'T. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING.
<br />B.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF�
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302J2.
<br />5.REFER TO DETAIL & SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAP5 4
<br />DETAILS.
<br />A I C N I T E C T 1111"I
<br />m I n
<br />G r ZOO..
<br />3's
<br />41 N. RONALD REAGAN BLVID
<br />LONGWOOD, FL 32750
<br />PH: 407-774-6078
<br />FAK 407'774-4078
<br />www.abdesigngroup,com
<br />AA 111: 0003325
<br />F-stmDrv. as xo%%'
<br />SILVERADO
<br />LOT 28
<br />BLK 6
<br />04128.000-02861
<br />Dzu
<br />4EAB
<br />"1672-ARIA"
<br />CAPLAOX IIIIIWWC�.
<br />RIGHT
<br />PAGIM
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />DATM 11/09/17
<br />scAm- i/4"=1'-0"
<br />4. 1
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