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CONTROL DATE: 01-05-11
<br />CONNECTOR SCHEDULE
<br />SIMPSON
<br />LISP I
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />1450
<br />WTA le -IS
<br />1625
<br />(8) Od . 1 1/2' I -PLY, (r.) l6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16cl OPTION)
<br />(2) META-16
<br />IS$Fl
<br />(2� HTA I& -IS
<br />2800
<br />(10) 10d x 1 1/2' I -PLY, (USP: (10) Od x 1 1/2')
<br />2515
<br />(14)166 2-PLY (USPi NO 16a OPTION)
<br />HETA-16
<br />1510
<br />WTA lrb
<br />1610
<br />eS) f0d . 1 1/2' I -PLY, (8� I&d 2-PLY USPi (10) Od x 1 1/2', NO I&d OPTION
<br />HETA-20
<br />1810
<br />WTA 20
<br />1810
<br />(S) 10d . 1 1/2' I -PLY, (0) Ircl 2-PLY USP; (10) 10d . 1 1/2*, NO I&d OPTION
<br />>_
<br />cl�
<br />(2) HETA-20
<br />2035
<br />(2) HTA-20
<br />3230
<br />(10) 10,�l . 1 1/2' I -PLY USP; 00) 10.1 . 1 1/2'
<br />2500
<br />02) I&d 2-PLY (USP: NO Ird OPTION)
<br />z
<br />0
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1550
<br />(1) 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' W5, WOOD (16) 10d
<br />0
<br />DETAL-20
<br />2480
<br />01-ITA-20
<br />2430
<br />(1a) 10cl . 11/2,1 PLY
<br />tr. T
<br />3S&5
<br />MUGT
<br />4115
<br />(1) 5/8'A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12'EMIBED), (22) 10di TO WOOD (USP: (28) 106 TO WOOD)
<br />HGT-2
<br />10560
<br />HUGT-2
<br />S150
<br />(2) 3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) Od TO WOOD (USP: WOOD (8) 10d)
<br />W.T-3
<br />10530
<br />HUST-3
<br />W&O
<br />(2) 3/4'ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP:WOOD(S)Iod�
<br />LGT3-SD825
<br />3295
<br />LU3T-3
<br />3525
<br />(12) 5D5I/4'x3'TO GIRDER, (4) 3/V. 5'TITEN 140 TO WALL (U5F: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS2SI)
<br />LTA2
<br />�2�O PARALLEL TO WALL
<br />2 0 PERPEND ICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) Od . 1-112' (U6P! (10) 10d x 1 1/2'
<br />VGT
<br />4S40
<br />NO USP CONVER51ON FOR SIMPSON VGT
<br />(1) 5/8' A,TP_ IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 66)-S051/4'X31 TO WOOD
<br />(2) VGT
<br />_TIS5
<br />NO UeP CONVERSION FOR SIM (2) VGT)
<br />(2) 5/VA.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SOS 114-XV / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />IS5
<br />(14) l0d . 1 1/2' (USP: (14) 10d x 1 1/2', (14; 10d)
<br />HTS-I&
<br />1150
<br />HTW 16
<br />1260
<br />Or.) 10d x 1 1/2' (U5P: (190 10d . 1 1/2', (16) 10d)
<br />WTS-20
<br />1450
<br />HTW 20
<br />15BO
<br />(24) 10d x 1 1/2' (USP: (24) Od x 1 1/2', (20) 10d)
<br />HTS-24
<br />1450
<br />WTW 24
<br />IS30
<br />(24) Oci . 1 1/2' (USP: (24) ;Od x 1 1/2', (20) 10d)
<br />LSTA-12
<br />925
<br />LSTA 12
<br />e3V
<br />60) lod u5p; (10) lod
<br />L5TA-18
<br />1235
<br />LSTA 18
<br />123�1
<br />(14) 10d USP; (14) Od
<br />M5TA-15
<br />1315
<br />MSTA-15
<br />1310
<br />(14) 10d USP: (14) 10d
<br />V)
<br />MSTA-24
<br />1640
<br />MSTA-24
<br />1640
<br />(15) lod u5p� (15) lod
<br />MSTA-30
<br />2050
<br />MSTA-30
<br />2065
<br />(22) IOd U5P� (22) 10d
<br />M&TA-5&
<br />2050
<br />MSTA-.46
<br />20&r,
<br />(2&) 10,1 u5p� (26) lod
<br />MSTI-3r.
<br />3800
<br /><$Tl 2B&
<br />Saw
<br />106 x 1 1/2' USp: (36) Od x 1 1/2'
<br />V)
<br />MSTI-4S
<br />50(.5
<br />KT51 245
<br />5140
<br />(45) 10cl x 1 1/2' USP: (45) 10d x 1 112'
<br />H&
<br />S50
<br />LFTA &
<br />1210
<br />(8) Sd TO PLATES, (9) Od TO STUDS (USP: (16) ed . 1 1/2 " (K.) ad)
<br />5P4
<br />SSS
<br />SPT 4
<br />S45
<br />(6) 10d � 1 1/2' TO STUDS USP; (6) 10d . 1 1/2' TO 5TUD5
<br />A34
<br />3e5
<br />MP 34
<br />380
<br />1
<br />(4) Sd x 1 112' TO 5EAM, (4) 8d x 1 1/2' TO POST. U5P: (4) Bd x 1 1/2' TO SEAM (4) Sal x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />WHOP 2
<br />Boo
<br />(12) locl x 1 112' USP: (IO)Od . 1 1/2' TO TRJS5, (�O) 10d X 1 1/2' TO PLATE
<br />H10A
<br />1140
<br />RT I&A
<br />13SO
<br />(18) lod � 1 1/2. USP: (S) Od x 1 1/2' TO TRUSS, (6) 10d X 1 1/2' TO PLATE
<br />VGT A WDU4
<br />41.140
<br />PWD 44
<br />5215
<br />(16)-SDS 1/4'.3' TO WOOD, (10)-5DS 1/4'x2 1/2' W1 T44REAIDED ROD, (2) NUT$/WA_644ER/2 PLY
<br />USP: 5/8' ATR MIN. 'I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD 61-RFWS
<br />VGT 4 H015
<br />4S40
<br />TOX 10
<br />10140
<br />(16�-505114'�3' TO WOOD, (3)-3/4, 5TUD BOLTS W1 THREADED ROD, (2) NUTBALIASHER/2FLY
<br />USP: -1/8' ATR MIN, I' EMBED-SIST IN - HIGH STRENGTH EPDXY, (4) 1/8' THIPU-50LTS
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6715
<br />(1) S/S' A.TA_ IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) 16cl TO WOOD USP: SAME AS SIMPSON
<br />ABU (,&Z
<br />2300
<br />12000
<br />PAU 66
<br />2380
<br />16005
<br />(1) 5/8' A.TR_ IN HIGH STRENGTH EPDXY, (MIN. T EM5ED.)N CONIC, (12)lod TO WOOD U5P; SAME AS SIMPSON
<br />V)
<br />O:f
<br />LTTIt ...
<br />1340
<br />LTS IS
<br />1205
<br />(1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i- EMBED.) IN CONIC, (9)IOd TO WOOD UeP� SAME AS SMPSON
<br />0
<br />r
<br />LTT205 ...
<br />600
<br />LTS 2015
<br />1105
<br />(1) 1/22iATA. fN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC, (IO)IOd TO WOOD
<br />U5Fl /4' ATR MIN T EMBED SET IN HiGH STRENGTH EPDXY, (10) 106, (10) 106 x 1 1/2%2-1/2,
<br />u
<br />z
<br />HTT4
<br />4455
<br />H7T45
<br />4160
<br />( )5/6' ATA, IN HIGH STRENGTH EFAOxY (MIN. I- EM5EDd IN CONC., 08) &D0IO X 1 1/2' (USP; (20) 166 X 2-1/2')
<br />U5P WAS MORE NAIL OPTIONS� (20)106,(20) 106 x 1-1/2', (20)14&d x � 1/2'
<br />HTT5
<br />5050
<br />HTT45
<br />5005
<br />5/8' A.T.P_ IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN C4�NC, (2�) 16.1 X 2 1/2' (USP� (20) ll�d X 2-1/2')
<br />USP HAS MORE NAIL OPTIONSi (2&) 10d, (2a) Od x 1-1/2', (20) bd x 2 2
<br />HwDQfl-SDS 25�
<br />11.810
<br />UPHD 11
<br />143S5
<br />(1) 1' A.TR. IN HIGH STRENGTH IEPDXY, (MIN, 10' EM5ED.) IN CONC., (24) ODS yl' WOOD SCREWS (USP: (24) W53 w000 e,-Fmu)5)
<br />HD15
<br />6645
<br />TOX to
<br />10140
<br />1
<br />(1) 1/8' AB. IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 116' BOLTS)
<br />M5HA 3.56/11.25
<br />3415
<br />5330
<br />NF:M35Xl2U
<br />2580
<br />1130
<br />SIMPSON: (1) 3/4' A.T.R. IN WIG44 STRENGTH EPDXY, (MIN. &.1w EMBEDMENT) IN CM.U. TOP, e 1) 3/4'
<br />A.TP-(IN HI?H 6TRENGTH,EPDXY , (MIN. 6.15- EMBEDMENT) IN CMU. FACE, (15ACd TO BEAM
<br />USP; 1) 1/2 J-50LT W1 M NIMUM 6: 12115ED� A NOT LESS THAN 4' FROM EDGE Or CONC W/ 3/4' DIA TW
<br />RAMSET/REDHEAD DYNA BOLT SLEEVE ANC14OR OR EQ, W/ MIN, 5' EMBED DEPTH INSTALLED IN THE FACE,
<br />(14) Qzl AT JOIST
<br />LLJ
<br />0
<br />HUSC412 (WOOD)
<br />3&35
<br />2060 (FLR�
<br />HU54121F
<br />3060
<br />2110 (FLR)
<br />(10) I&d TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMP60N
<br />32cle, (ROOF)
<br />3325 (ROOF)
<br />z
<br />HUC410 (CMU)
<br />two
<br />4wo
<br />H0410 IF
<br />1305
<br />5000
<br />(181) 1/4' ANGE) TO CMU, (10) 10d TO WOOD: (USP! (18) 1/4' x 3* W53 SCRISWS, (10) 10d TO WOOD.
<br />(,,. 2-3/4'TITEN (13 FIER FL
<br />USP ) 3/16* TAPPER., (10) 10d TO WOOD
<br />HUC210-2 (CMU)
<br />Iwo
<br />508S
<br />H0210-21F
<br />1305
<br />5000
<br />(16)1/4' x 2-3/4' TITEN (SPrRFLANGE)TOCMU,00) Od TO WOOD: (USP: (18)1/4'x VWS3 SCREWS,00)10d TO WOOD.
<br />U5P (20) 3/16' TAPPER-, (10) 10d TO LLIOOD
<br />HUC210-�� (CMU)
<br />1800
<br />5065
<br />WD210-31f;
<br />1305
<br />5000
<br />(18) ](/4' 2-3/4' TITEN eS PER FLANGE) TO CMU, (10) 10d TO WOODi (USP: (15) 1/4'. 3'WS3 SCREWS, (10) 10d TO WOOD.
<br />USP 20) 3/16' TAPPER�, (10))Cd TO WOOD
<br />1
<br />I-GUM26-2-SIDS
<br />1430
<br />5S5
<br />I-GUM26-2
<br />2125
<br />&065
<br />(4) 3/9'. 4'TITFN HD ANCHORS (2 PER FLAWGE) TO CMU, (4)1/4' X 21/2' 50S SSREUr. TO WOOD,
<br />161 14) 3,.- x 4- EDGE 50!_T-� W93 WOODSCRISUS
<br />HIGH STRENGTH EPDXY . $IMPSON 'SET ISPDXY-TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APF-POVAL PRIOR TO SUBSTITUTIW. FOR 51MIL-AR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID wl GROUT.
<br />10d COMMON NAILS CAN BE SUBSTITUTED WITH 10cl x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT ISREQuIRED FOR THIS APPLICATION
<br />PRIOR TO INSTALLATION.
<br />... MINIMUM EMBEDMENT INTO THE TOP Or A BONDIBEAM WILL BE 15', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE -I'
<br />Ld
<br />0
<br />A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES)
<br />Z
<br />BECAUSE Or THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MA<NG SURE THAT THE PROPER CORROSION PROTECTION
<br />IS USED.
<br />WHEN USING STAINLE55 STEEL CONNECTOR$, USE STAINLESS, STEEL FASTENERS. WHEN USiNG ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AS3
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 15ASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/EWsINIEER OF RECORD PRIOR TO USE.
<br />A - =ECTa.VALUES BASED ON 5IMP50N 'WOOD CONSTRUCTION CONNECTORS C.C2011' , 'HIGH WIND -RE516TANT CONSTRUCTION f-C-HWRCAr.16, AND ANCHORING A FASTENING SYSTEMS FOR CONCRETE 4 MASONRY
<br />LL C
<br />ATAL 2012 4 U5f STRUCTURAL OONNECTOR. 20115-201r..
<br />lihAI)hN �SFAIN U14ANY
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DEL 2 x 6
<br />UP TO r,'-4'
<br />DBL 2 x 8
<br />5'-4' TO T-O'
<br />D5L 2 x 10
<br />T-O' TO 10'-0'
<br />D5L 2 x 12
<br />10'-0' AND OVER
<br />TWO 6TORY APPLICATION DOIN STAIRS
<br />SIZE
<br />CLEAR SPAIN
<br />DEL 2 x &
<br />UP TO 5'-0'
<br />DEL 2 x a
<br />5'-C' TO 6'.4'
<br />DEL 2 x 10
<br />e,'-4' TO 8'-0"
<br />DEL 2 x 12
<br />6-0' AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REqUIREMENTS
<br />MAXIMUM HEADER SPAN (Ft.)
<br />UP TO.
<br />5'-0' TO
<br />W-0.
<br />UND,
<br />4'-Il 1/2
<br />1
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LENGTH STUD9
<br />2
<br />AT EACH END OF HEADER
<br />1
<br />3
<br />1 1-2 x 12
<br />, 2 5Yf-)
<br />/16,065
<br />NAIL (3)12d v V-8' O.C.
<br />FRAMING NOTES: I TYP. 2x12 BM.LHDR. I
<br />1. HURRICANE 5TRAF�5 TO BE MANUFACTURED BY SIMPSON BTRONG-TIE OR EQUAL, U.N.O.
<br />2.TYPICAL HURRICANE 5TRAPS ARE AS FOLLOWS, UN.O:
<br />TRU55 TO M45ONRY/CONCRETE SHALL BE META-Iro
<br />FLOOR TRU65 TO M,45ONRY/CONCRETE SHALL BE HETA-I& AT EACH
<br />ND AND 32" ON CENTER ON J015TB PARALLEL TO WALL.
<br />TRUS6 TO WOOD FRAMING SHALL BE MT5-12
<br />3. TRU65 TO TRU56 CONNECTIONS AND HANGERS e4-4ALL BE DESIGNED AND 5UPF'LIED BY
<br />TRUSS I'lANUFACTURER-
<br />4, REFER TO TRU55 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 REa. ARE STANDARD U.N.0 ON FRAMING PLAN
<br />(o. MIN. 2X4 HIP CUT BLOCKING SECURE[) W/3-10d GUN NAILS OR 3-12d HAND DRIvE5 -a EA.
<br />END. CUT PITCH 4 5EvEL TO FIT TIGHT TO TRU55 AS PERAFA REQUIREMENTS.
<br />1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU55ES TO TOP OF TRU66 BEARING.
<br />a.FROvIDE DRAFT 5TOflFING IN FLOOR TRU55ES AS REQUIRED FOR MAX 1000 5F.
<br />COMPARTMENT PER 5TH ED. 2014 F5G RESIDENTIAL-5ECTION R302.12.
<br />e.REFER TO DETAIL ro SHEET D5 FOR 1-5TORY INTERIOR LOAD 5EARINr_i WALL 5TRAF'6 4
<br />DETAILS.
<br />ARCHITECT$
<br />6
<br />De ign
<br />G r ZouspO.n!
<br />41 N. RONALD REAGAN BU
<br />LONGWOOD, FL32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.00m
<br />AA 0: 0003325
<br />14
<br />SU13DIV. & LOTl
<br />SILVERADO
<br />LOT 29
<br />BLK 6
<br />PROJECT#
<br />04128.000-02961
<br />MODEL:
<br />4ENB
<br />1751-NEUVILLE"
<br />CARAGE SWINC;:
<br />LEFT
<br />P Ac; E:
<br />CONNECTOR
<br />SCHEDULE
<br />�.150 MPH EXP.
<br />ARCHITECT:
<br />STATE OF FLORK)A
<br />I PRINT
<br />DATE: 11/09/17
<br />SCALE: 1/4"=V-0"
<br />SHEET
<br />4.1
<br />
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