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CONNECTOR SCHEDULE CONTROL DATE: 01-L5-11
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META -I&
<br />1450
<br />WTA 16-18
<br />*25
<br />(8) l0d . 1 1/2' I -PLY, (6) Isd 2�PLYI (UW: (10) l0d X 1 1/2' - NO lbd OPTION)
<br />(2) META-16
<br />1965
<br />(2) HTA 16-ID
<br />29"
<br />(10) lOd x 1 1/2' I -FLY (U5P: (10) Od x 1 1/2*)
<br />251S
<br />(14) I&d 2-P_Y (USP: NO I&d OPTION)
<br />WETA-16
<br />1810
<br />WTA 16
<br />talo
<br />(9) 10d . 1 1/2' I -PLY, (8) l6d 2-PLY U51-: (10) Od x 1 1/2', NO *cf OPTION
<br />HETA-20
<br />1610
<br />WTA 20
<br />1810
<br />(S) Iod x 1 1/2' I -PLY. (8) 16GI 2-PLY LISP; (10) 10d x 1 1/2', NO rad OPTION
<br />>_
<br />(2) HETA-20
<br />2035
<br />(2) WTA-20
<br />3230
<br />(10) lod x 11/2' I -PLY LISP: (10) lod x 1 1/2'
<br />2500
<br />(12) *d 2-PLY (U5P; NO 16d OPTION)
<br />0
<br />LOT-2
<br />71510
<br />LUGT-2
<br />15150
<br />(1) 1/4' x 2 1/4' TITEN, 2 (U5P: 5LK (501/4' W5, WOOD (16) 10d
<br />V)
<br />DETAL-20
<br />2450
<br />OWTA-20
<br />2430
<br />(18) 06 . 1 1/2,1 FLY
<br /><
<br />rVT
<br />3S65
<br />MU.T
<br />4115
<br />(I)S/S' AT.R. IN HIGH 5TFIMW.TW EPDXY (MIN. 12' EMBED). (22) 10d TO WOOD (USP7(25)IOdTOWO0D)
<br />W.T-2
<br />105W
<br />WUGT-2
<br />(2) 3/4' A_TP_ IN HIGH 5TREW.TW EPDXY (MIN. 12' EN15EDI, (14W 10d TO WOOD (USP1 WOOD (8) 10d)
<br />W.T-3
<br />10530
<br />WUGT-3
<br />j 9860
<br />1
<br />(2) 3/4' AT.R. IN HIGH 5TREW.TW EPDXY (MIN. 12' EMBED�, (16) 10d TO WOOD (U5P1 WOOD (5) l0d)
<br />LGT3-SDS2.5
<br />3285
<br />LUGT-3
<br />3525
<br />(12)SDS V4'x3' TO GIF;VER. (4)3/3'x S' TITEN HD TO WALL (USF-;COt4C.(4)3/8'XS'WrDc�E50LT,UJOOD(12)ujr,2r,)
<br />LTA2
<br />PARALLEL TO WALL
<br />PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1510
<br />(10) 10d x 1-1/2' (U5P: (10) l0d x 1 1/2'
<br />VGT
<br />4t4O
<br />NO USP CONVERSION FOR SIMP50N VGT
<br />(05/5' A.T.R. IN HIGH 5TIREN65TH EPDXY (MN. 12' EMBED), (lb)-SDS I/4'X3' TO WOOD
<br />(2) VGT
<br />1186
<br />NO U5P CCNVER51ON FOR 5IMP50N (2) VGT)
<br />(2) 5/5' A�T_P_ IN HIGH STREW3TW EPDXY (MIN- 12- EMBED), (32)-SDS 1/4'X3' / 2 PLY
<br />MT542
<br />1000
<br />mTW 12
<br />Iles
<br />(14) )Od x 1 1/2' (USP: (14) 10cl x 1 1/2', (14) 10d)
<br />WTS-16
<br />1150
<br />WTW 16
<br />1260
<br />(Is) told . 1 1/2' (USP: (16) l0d x 1 1/2', (16) 10d)
<br />WT6-20
<br />1450
<br />WTW 20
<br />1530
<br />(24) 10d x 1 1/2' (UW-� (24) 10d x 1 1/2', (20) 10d)
<br />WTS-24
<br />1450
<br />HTW 24
<br />1530
<br />(24) 10d x 1 1/2' (USP; (24) 10d x 1 1/2', (20) 10d)
<br />LSTA-12 -
<br />-J25,
<br />LSTA 12
<br />9130
<br />(10) led LISP: (10) lod
<br />LSTA-15 -
<br />1235
<br />L5TA 15
<br />1235
<br />(14) 10d USP; (14) Iftl
<br />M5TA-15 -
<br />1315
<br />115TA-15
<br />1310
<br />(14) od usp: (14) l0d
<br />cn
<br />M5TA-24 -
<br />1640
<br />115TA-24
<br />1640
<br />(10) kZa USIP: (18)10.1
<br />EL.
<br />M5TA-30
<br />2050
<br />1_15TA-30
<br />2065
<br />(22) lod USP: (22) IVcA
<br /><
<br />Of
<br />MSTA-36
<br />2050
<br />MSTA-36
<br />2O&S
<br />(26) 10d U$P; (76) lo�l
<br />F-
<br />1-15TI-36
<br />3800
<br />K5TI 23C,
<br />3050
<br />(36) l0d . 1 1/2' U5P; (36) 10d � 1 1/2'
<br />V)
<br />MSTI-40
<br />Sloss
<br />KTSl 248
<br />5140
<br />(48) 10d x I 12w U5P; (4a) 10cl x 1 1/2'
<br />W6
<br />eso
<br />LFTA &
<br />1210
<br />(8) ad TO PLATE$, (5) ad TO STUDS (U5P: (16) ad x 1 1/2', (16) 5d)
<br />SP4
<br />a85
<br />5PT 4
<br />945
<br />(&) 106 x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />A34
<br />3135
<br />MP 34
<br />350
<br />(4) ad . 1 1/2' TO BEAM, �4) ad . 1 1/2' TO POST. U5P; (4) ad . 1 1/2' TO DEAM, (4) ad x 1 1/2' TO POST.
<br />WCP2
<br />645
<br />WWCP 2
<br />Boo
<br />(12) 10d . 1 1/2' USP: (10) l0d 1 1/2' TO TRUSS, (10) Od X 1 1/2' TO PLATE
<br />WIOA
<br />1140
<br />RT 16A
<br />13W
<br />(15) lod . 1 1/2' U5P; (W Od 1 112' 70 TRUSS, (8) Od X 1 1/2' TO PLATE
<br />VGT 4 WDU4
<br />4S40
<br />FWD 4A
<br />52tr,
<br />(16)-SDS, 1/4'.3' TO WOOD, (10)-SDS 1/4'x2 1/2' W1 THREADED ROD. (2) NUT5AjA5WERn PLY
<br />USP; 5/8' ATR MIN. I' EMBED SET IN 41,314 STREWTW EPDXY, (10) LL193 WOOD 51-REUS
<br />VGT t WD15
<br />4540
<br />I
<br />TDX 10
<br />10140
<br />(16)-SDC, 1/4'xV TO WOOD, (3)-3/4� STUD 15OLTS W/ THREADED ROD, (2) NUTS/WASWM2PLY
<br />U5F- 1/5' ATR MIK V EMBED SET N HIGH 5TREWTW EPDXY, (4) 1/8' TWf;aJ-5OLT5
<br />ABU 44Z
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 515' A�T.R. IN WIaW STREW.TW EPDXY, (MIN. 1- EMBED.) IN CONC, (V I&d TO WOOD UW: SAME AS SIMPSON
<br />ABU &&Z
<br />2300
<br />12000
<br />PAU 66
<br />2350
<br />i6cor,
<br />(1) 5,15' 4T.R. IN WIr.W STRSW.TW EPDXY, (MIN. I- EMBED.) IN CONC, (17�1&d TO WOOD UWz SAME AS SIMPSON
<br />V)
<br />LTTl1h ...
<br />1340
<br />_T5 1-3
<br />1205
<br />(1) 3/4' A.T.R. IN HIGH 5TREW.TW EPDXY, (MIN. 1' EM5ED.) IN O�NC, (6)10.1 TO WOOD USP: SAME 45 SIMPSON
<br />of
<br />0
<br />LTT208
<br />15,00
<br />LTS 205
<br />1105
<br />(1) 1/2' A.T.R. IN HIGH STREWGTW EPDXY, (MIN. I' EMBED.) IN CONC, 00)lod TO Woco
<br />U5P; 3/4' ATR MIN 1' EMBED SET IN HIGH BTREW3TW EPDXY, (10) 10d, (10) Od x 1 1/2', 2-1/2'
<br />0
<br />z
<br />W174
<br />4455
<br />WTT45
<br />4160
<br />(05/6'A.TR. IN HIGH STREWTW EPDXY (MIN. I'EMBED,) IN CONIC. (10) SOMO X 1 1/2' (Usps (20) Ibd X 2-1/2')
<br />USP HAS MORE NAIL OPTION$; (20) 10d, (20) Od X 1-1/2', (20) l6cl x 2 1/2'
<br />WTTS
<br />Sow
<br />WTT4S
<br />5005
<br />5,15' A-T.R. IN HIGH 5TREWTW EFOXY (MIN. I' EMBED,) IN CONC. (26) l6d X 2 1/2' (U5P: (20) I&d X 2 - 1/2')
<br />US WAS MORE NAIL OPTIONS; (28) l0d, (28) 10d x 1-1/2', (20)[6d x 2 1/2'
<br />HHDQII-SDB 25.
<br />IlAlo
<br />UPWD 11
<br />143'35
<br />(1) 1- A7R. IN HIGH 5TREW.TW EPDXY, (MIN. 10- EM5EDd IN CONC. (24) 5D5y.'. A'wooc, SCRELr. (Us�-: (24) uw WOOD SCREWS)
<br />Hole
<br />&645
<br />TDX 10
<br />10140
<br />(1) 1/5' AB. IN HIGH 5TREWTW EPDXY, (MIN. 1- EMBED.) IN CONIC, (3) 3/4' STUD BOLTS To WOOD (USP: (4) 1/9' BOLTS)
<br />V)
<br />MBWA 356/1125,
<br />3415,
<br />51330
<br />NFM35X12U
<br />2580
<br />1U.0
<br />SIMF'<)N: (1).1/4' A_TP_ IN WIr.W STREW.TW EPDXY, (MIN. &.15' EMBEDMENT) IN CMU. TOP, (1) 3,14'
<br />A.T.R. IN HI W 5TRE43T EPDXY, (MIN. 6.15- EMBEDMENV IN CMAJ. FACE, (IOAOd TO BEAM
<br />USP: ( 1) lVJ-5OLT LLVM41NIMUM 6; EMBED. 4 NOT LE55 THAN 4'FROM EDGE OF CONC W1 3/4'DIA ITW
<br />RAMSEVREPHEAD DYNA BOLT SLEEVE ANCHOR OR EO_ W/ MIK 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />(14) lVd AT J015T
<br />l-U5C4]2 (1100D)
<br />3635
<br />2660 (FLR)
<br />WU54121F
<br />30610
<br />2110 (FLR)
<br />(10) l6d TO HEADER (10) I&d TO WOOD USP� SAME AS SIMPSON
<br />-
<br />32r�5 (ROOF)
<br />3325 (ROOF)
<br />z
<br /><
<br />HUC410 (CMU)
<br />lam
<br />4-520
<br />I
<br />H.41- 11
<br />13-1
<br />-
<br />U5P (4' - 2 - 3/4' TITIEN (S PER rLAWDE) TO CM, (10) l0d TO WOOD; (U5P; (15) 114' K 3' W,53 5CRBU5, (10) 10d TO WOOD.
<br />. ..... 1. 20) 3/16' TAPPERt (10) lOd TO WOOD
<br />PUC210-2 (CMU)
<br />I 500
<br />5086
<br />HD210-71F
<br />1305
<br />5,000
<br />1 (15) 1(/4' . 2-3/4' TITEN (S PER FLANGGE) TO CMU, (10) IOd TO WOOD, (USP, (10) 1/4' . 3' WIS3 SCREWS, (10) 10d TO WOOD.
<br />USP 20) 3A&' TAPPER, (10) Od TO WOOD
<br />wur-210-3 (CMU)
<br />lam
<br />car,
<br />WD210-31F
<br />130r,
<br />,,Vo
<br />(15) 1(/4' 7 2'314' TITEN('JPERFLAWE)TOCt'rU,(10)10dlT WOOD: (U5P; (15) 1/4'x 3' UJ53 SCREWS, (10) 10d TO WOOD.
<br />LISP 20) 3AW TAPPER, (10 10d TO WOOD
<br />I-GUM26-2-605
<br />1430
<br />1 ss�.
<br />'c"',2
<br />2125
<br />6,or's
<br />('4) 31/8' . 4- TITEN WD AN -WORS (2 PER FLAWSE) TO CMU, (4) t/4' X 2 L12- SDS ISCREWS TO WOOD,
<br />X 4' WED_1E `BOLT.� W53 WOODSCREWS
<br />lo
<br />W OW STRENGTH EPDXY - 5IMF50N *5ET EPDXY -TIE'_ CONTACT THE ARCWITECT/EN3INrER Or RECORD FOR WRITTEN APPROVAL PRIOR TO 5U55TITUTIW, FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADWE61VE
<br />ANCHORING SYSTEMS.
<br />WHERE ANCHOR EMBEDMENT IS GREATER THAN I' DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID / GROUt
<br />10c' CCMMON NAILS CAN BE SUBSTITUTED WITH Od x 1 1/2" NAILS IN CONJUNCTION WITH A 737. REDUCTION IN THE ALLOWABLE LOAD WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
<br />RIOR TO INSTALLATION.
<br />V)
<br />... MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE I'
<br />LLJ
<br />F-
<br />0
<br />AT.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE. LENGTH, ETC. VARIES)
<br />BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS TWAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE TWAT THE PROPER CORROSION PROTECTICIN
<br />is USED.
<br />WHEN USING. STAINLE55 STEEL CONNECTOR5, USE STAINLE55 STEEL FASTENERS. WHEN USING ZMAX I HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
<br />USE OF EXPANSION --- WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARX-HITECT/EwGINEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C-2011', 'HIGH WIND -RESISTANT CONSTRJCTION F-C-HURCAGIfi, AND ANCHORING, I FASTENINIG, SYSTEMS FOR CONCRETE 4 MA50NRY
<br />r - STRUCTURAL CONNECTORS 2015-2016.
<br />_ATALOG C-5A5-2012 4 USf
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />C:LFAR 5PAN
<br />DBL 2 x 6,
<br />UP TO 5'-4'
<br />DBL 2 x 6
<br />W-4' TO 1'-0'
<br />DBL 2 x 10
<br />11-01 TO 101-01
<br />D51- 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOWN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />D5L 2 x r
<br />UP To 5'-0'
<br />D5L 2 x a
<br />t12
<br />5'-0' TO &'-4'
<br />DI5L 2 x 10
<br />&'-4' TO W-O'
<br />DBL 2= x
<br />W-V AND OVER
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN MJ
<br />UP TO
<br />5'-0' TO
<br />I.-,.
<br />UNO�
<br />4'-11 1/2'
<br />-r-ll 1/2,
<br />AND UP
<br />NUMBER OF HEADER STUDS
<br />SUPPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMI5ER Or FULL LENGTH STUDS
<br />1
<br />2
<br />AT EACH ENE) or WEADER
<br />3
<br />x 12
<br />-2 SYP)
<br />2
<br />055
<br />NAIL (3)12cl - 61-51 OC,
<br />FRAMING NOTES, I TYP. 2x12 BM./HDR.
<br />1, HURRICANE STRAPS TO BE mANurACTURED BY 5IMP50N 5TRoNG-TIE OR EOUAL, U.N.O.
<br />2.TYPICAL HURRICANE STRAP5 ARE AS FOLLOW5, UN.O:
<br />TRU55 TO M,45ONRY/CONCRETE SHALL BE META-1(o
<br />FLOOR TIRU55 TO MA50NRY/CONCRETE SHALL BE PETA-16 AT EACH
<br />ND AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />TRUSS TO WOOD FRAMING SHALL BE MTS-12
<br />3. TRU66 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNEE) AND SUPPLIED BY
<br />TRUSS MANUFACTURER,
<br />4- REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
<br />PROFILE, AND 51ZE OF ROOF/FLOOR TRU55ES,
<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 W/3-10d GUN NAILS OR 3-12d HAND DRIVES 6) EA�
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS FIER APA REaUIREMENT6.
<br />-1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU55ES TO TOP OF TRU55 BEARING,
<br />&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REG?UIRED FOR MAX 1000 SF.
<br />COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL-51ECTION R302J2.
<br />9�REFER TO DETAIL & SHEET IDS FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAIL5.
<br />A K C N I T I C T $1
<br />6
<br />Dwign
<br />G r WouOm 1
<br />P Inm
<br />41 N. RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32750
<br />PH: 407-774-6078
<br />FAX_- 407-774-4078
<br />www.abdesigngroup.-m
<br />AA #: 0003325
<br />7
<br />SUB377. & Lo
<br />SILVERADO
<br />LO T 31
<br />1 BLK 6
<br />04128.000-03161
<br />MOD]EX.
<br />4EBB
<br />1828—CALI"
<br />GAItAGIC SMMG:
<br />LEFT
<br />PAGE:
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />11 1
<br />ARCHRECT;
<br />STATE OF FLORDA
<br />I'PTNT 11/09/17
<br />1 In
<br />5CAZZ: 1/4"=f-O"
<br />4.1
<br />-If
<br />
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