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CONNECTOR
<br />SCHEDULE CONTROL DATE: 01-01-15
<br />SIMPSON
<br />USP
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-Ir.
<br />1450
<br />HTA 16-10
<br />1400
<br />(1) IcDd . 1 1/2' I -PLY, (6) I&d 2-PLY, (U6P: (10) 10d X 1 1/2' - NO l6d OPTION)
<br />(2) META- Ir.
<br />1-65
<br />(2) HTA 16-18
<br />21300
<br />(10) 10d . 1 1/2' I -PLY, (U61': (10) 10d . 1 1/2*)
<br />IS00
<br />(14)16d 2-PLY (U6P: NO Ird OPTION)
<br />HETA- 16
<br />1810
<br />HTA I&
<br />WPM,
<br />(5) iOd � 1 1/2' I -PLY, (8) I9,d 2-PLY USP; (10) 10,1 . 1 1/2', NO l6d OPTION
<br />14ETA-20
<br />laic
<br />HTA 20
<br />ISE,
<br />(S) 10d x 1 1/2' I -PLY, (8) I&d 2-PLY USP: (10) 10d . 1 1/2', NO Ibd OPTION
<br />>_
<br />(2) HETA-20
<br />202�5
<br />(2) HTA-20
<br />3110
<br />(10) 10d x 1 1/2' 1 -PLY USP: (10) 10d x 1 1/2'
<br />2500
<br />(12) I(bd 2-PLY (USP; NO lbd OPTION)
<br />0
<br />LGT-2
<br />2150
<br />LUGT-2
<br />1-315
<br />(1) - 1/4' � 2 114' TITEN, 2 PLY WSP: BILK (s) I/4'WB, WOOD (16) 10d
<br />0
<br />DETAL-20
<br />24SO
<br />NO U&P CONVERSION FOR SIMPSON DIFTAL-20
<br />(18) - 10d x 1 1/2,1 PLY
<br /><
<br />MGT
<br />3,565
<br />MUGT
<br />4000
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP! (28) 10d TO WOOD)
<br />W.T-2
<br />HUGT-2
<br />(2)3/4' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12'EM51ED),06) 10.1 TO WOOD (USP:UIOOD(S)I0d)
<br />W.T-3
<br />HUGT-3
<br />9365
<br />WOO O'd
<br />(2)3/4'A.T.R. IN HIGH STRENGTH Epoxy (miN. 12, EMBED), or.) 10d TOwOOr> (LISP: D(s), )
<br />LGT5-SD625
<br />3285
<br />LUGT-3
<br />5330
<br />(12)SDSI/4'.21/2*TCC.IRDER,(4)3/6'xB'TITENHDTOUIALL (USP: CONC_ (4)3/8' X 5'WEDGE BOLT, 11000 (12)UJ825)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />425 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />1555
<br />(10) 10d x 1-1/2' (USP: (10) 10d . 1 1/2'
<br />VGT
<br />4540
<br />NO USP CONVERSION FOR SIMPSON VGT
<br />(1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12* EMBED), (16)-505 1/4'X3' TO WOOD
<br />(2) VGT
<br />1185
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' 47K IN HIGH STRENGTH EPDXY (MIN. IVEMBED), (32)-905 1/4-xv / 2 PLY
<br />MTS- 12
<br />1000
<br />MTUI 12
<br />15W
<br />(14) 10d x 1 1/2' (USP: (14) Old x 1 1/2', (14) 10d)
<br />HTS-le,
<br />1150
<br />HTw 16
<br />1660
<br />(1( ) [Old x 1 1/2* (1.15f-i 06) 10d . 1 1/2', (16) 10d)
<br />WTS-20
<br />1450
<br />WTW 20
<br />2045
<br />(24) 10d . 1 1/2' (U5P: (24) 10,61 . 1 1/2', (20� 10.0
<br />HTS-24
<br />1450
<br />14TUJ 24
<br />2045
<br />(24) 10cl . 1 1/2' (USP: (24) 10d . 1 1/2', (20) 10d)
<br />LSTA-12
<br />S25
<br />LSTA 12
<br />S'10
<br />(10) 19)d Usp: (10) lod
<br />LSTA-18
<br />1235
<br />LSTA 18
<br />1360
<br />(14) Od USP: (14) 101d
<br />MSTA- 18 ++
<br />1315
<br />MSTA-18
<br />1315
<br />(14) 10d USP; (14) 10d
<br />cn
<br />M5TA-24
<br />1640
<br />M5TA-24
<br />1150
<br />(16)10.1 Usp:
<br />CL
<br />MSTA-30
<br />2050
<br />M6TA-30
<br />2140
<br />M) lod USP: (22) 10d
<br /><
<br />MSTA-3&
<br />2050
<br />MSTA-36
<br />2525
<br />(26) led USP: (26) 10d
<br />MST[-3r,
<br />58w
<br />K5TI 246
<br />3050
<br />(390 lod . 1 1/2' usp: (36) 10d . 1 1/2'
<br />MSTI-48
<br />5065
<br />KTSI 245
<br />4250
<br />(4a) 10d x 1 1/2' USP: (4W 10,1 x 1 1/2'
<br />H6
<br />S&O
<br />LFTA r.
<br />15S5
<br />(6) Sd TO PLATES, (S) Sd TO STUDS (USP: (16) ad x 1 1/2', (16) ad)
<br />SP4
<br />885
<br />SPT 4
<br />945
<br />1
<br />(6) 10d x 1 1/2* TO STUDS USP: (6) 10d x 1 1/2' TO STUDS
<br />A34
<br />355
<br />MP 34
<br />410
<br />(4) Sd x 1 1/2' TO BEAM, (4) Sol x 1 112' TO POST. USP: (4) Od . 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST.
<br />HCM
<br />645
<br />HHCP 2
<br />10,10
<br />(12) 10cl x 1 0' USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PL ATE
<br />HIOA
<br />1340
<br />RT I&A
<br />21W
<br />(16) lod . 1 0, USP: (13) 10d . 1 1/2' TO TRUSS, (B) 10d X 1 1/2' TO PLATE
<br />VGT 4 HDU4
<br />4565
<br />PHD 4A
<br />4535
<br />(16)-SD5 1/4'.3' TO WOOD, elO)-SDS 1/4'x2 1/2'W/ THREADED ROD, (2) NUTSAUASHER12 PLY
<br />USP: 5/V ATR MIN. 7 EMBED SET IN HIGH STREN63TH EPDXY, (10) W5W WOOD 5CRELU5
<br />VGT 4 HD-115
<br />4S40
<br />TDX 10
<br />5110
<br />(Ir,).SDS 1/4'.3' TO WOOD, (3)-3/4' STUD BOLTS Ull THREADED ROD, (2) NUTSAUASHER/2PLY
<br />U5f: 11V ATR MIN. 1'IEMBED SET IN HIGH STRENGTH EPDXY, (4) -1/6' THRU-15OLTS
<br />ABU 44
<br />2200
<br />6665
<br />PAU 44
<br />25-15
<br />6115
<br />(1) 5/8' ATP_ IN HIG44 STRENGTH EPDXY, (MIN. -VEMBED.) IN CONC:., (12) Ifd TO WOOD U5P: SAME AS SIMPSON
<br />ABU rr.
<br />2300
<br />12000
<br />PAU 66
<br />253s
<br />1 13815
<br />(1) 5/6' A-T.R. IN HIGH STRENGTH EPDXY, (MIN. -I' EMBED.) IN CONC, (12)16.1 TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />Qt�
<br />LTTIS
<br />1340
<br />LTS IS
<br />120S
<br />(1) 3/4' A.TP_ IN HIGH STRENGTH EPDXY, (MIN.'VEMIBED.) IN CONC., (8)10.1 TO WOOD USP: SAME AS SIMPSON
<br />0
<br />m
<br />LTT208 ...
<br />1500
<br />LTS 20B
<br />1105
<br />—
<br />(1) 1/23A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I'llEMBED.) IN CONC., (IOAod To WOOD
<br />U6P: /4'ATR MIN I'EM5ED SET IN HIGH STIREN63TH EPDXY, (10) 10d, (10) 10d � 1 1/2% 2-1/2'
<br />HTT4
<br />4455
<br />HTT4
<br />4465
<br />A.TR_ IN HIGH STRENGTH EPDXY (MIK-T'EMBEDd IN CONC,06) 60-10 X I 1/2'(USP: (20) I&d X 2-1/2')
<br />USP HAS MORE NAIL OPTIONS: (20) 0d, (20) 10d . 1-1/2', (20) lrd x 2 1/2'
<br /><
<br />HTT5
<br />Sow
<br />HTT5
<br />5430
<br />);5/S. .T R. IN HIGH STRENGTH EPDXY (MIN. " EMBED) IN CONIC, e290 1661 X 21/2' (USP: (20) Ird X 2-1/2')
<br />UIS HAS MORE NAIL OPTIONSs (28) 10d, (20) Od . 1-1/2', (20) 166 . 2 1/2'
<br />14HDQII-SDS 25.
<br />II)BIO
<br />UPHD 11
<br />12090
<br />(I)I'A.TKINHICd4STREW.THEf'O>(Y,eMl�LIO'EM5ED-)[N CONC, (24) 606,14' A' WOOD SCREUJ6 (USP: (24� UJS3 WOM SCREWS)
<br />HD15
<br />6645
<br />TIDx 10
<br />5110
<br />(1) -1/8' AM. IN HIGH STRENGTH EPDXY, (MIN. -I'EMSED.) IN CZNC, (3) 3/4' STUD BOLTS TO WOOD (1.15P� (4) 1/8' BOLTS)
<br />MBHA 356/11.25
<br />34-15
<br />5330
<br />NFM35X12U
<br />3165
<br />-1130
<br />simpsoNz (1) 3/4, A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615' EMBEDMENT) IN CM.U. TOP, (1) 3/4'
<br />A.T R_ IN HIGH STRENGTH EPDXY , (MIN. 6.15'EMSEDMENT) IN CMU. FACE, (IS)IOd TO BEAM
<br />USP: (1) 1/2' J-50LT W/ MINIMUM 6: EMBED. 4 NOT LE55 THAN 4* FROM EDGE OF CONC W1 3/4'DIA ITW
<br />RAMSETRED4EAD DNABOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />(14) 101d AT J015T
<br />Ld
<br />HUSC412 (WOOD)
<br />3635
<br />2660 (FLR)
<br />HUS4121F
<br />3060
<br />2530 (FLR)
<br />(10) 16d TO HEADER, (10) Ird TO WOOD U5P: SAME AS SIMPSON
<br />—
<br />3265 (ROOF
<br />3225 (POOF)
<br />HUC410 (CMU)
<br />1810
<br />5085
<br />HD410 IF
<br />IS05
<br />31-15
<br />(18) 1/4' . 2-3/4' TITEN 03 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP; (18) 114' x _4'W93 SCREW6, (10) 10d TO WOOD.
<br />WUC210-2 (CMU)
<br />1810
<br />50&5
<br />H0210-21F
<br />ls
<br />(0) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (1.15P� (18) 1/4' x 3* LL63 SCREW6, (10) Od TO WOOD
<br />HUG210-3 (CMU)
<br />1810
<br />40W
<br />HD210_31F
<br />1 =
<br />1
<br />(18) 1/4' x 2-3/4* TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP; (18) 1/4' x 3' UJ53 SCREWS, (10) 10d TO WOOD
<br />LGUM2&-2-!2!_L
<br />14-10
<br />56�5
<br />NO USP CONVERSION FOR SIMPSON LGUM2&-2-SDSj
<br />e4) 3/6' x 4- TITEN HD ANCHORS (2 PER rLANGF) TO CMU, (4)1/4' X 2 1/2- sr>5 5cREW5 TO WOOD
<br />IC
<br />W Cd-4 STRENGTH EPDXY - SIMF--CN 'SET EPDXY -TIE'. CONTACT T14E AFb-_WITEr_T/EW.NEER OF RECORD FOR MITTEN APPROVAL PRIOR TO SUBSTITUTIW3 FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANC14ORING SYSTEMS.
<br />WHERE ANCHOR EMBEDMENT 15 GREATER THAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID ./ GROUT.
<br />�Rlod COMMON NAILS CAN BE SUBSTITUTED WITH 10d . 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRI7TENAPPROvAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION
<br />[OR TO INSTALLATION.
<br />.. MINIMUM EMBEDMENT INTO THE TOP OF A EONDISEAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BIE -1*
<br />Ljj
<br />Ir
<br />0
<br />A.TR. = A-301 ALL THREAD ROD (sim, PROTECTION TYPE, LENGTH, ETC. VARIES)
<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 />is USIED.
<br />WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AIS3
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN ApFROvAL FROM THE AFb-'HITECT/EW�INEER OF RECORD PRIOR TO USE.
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRLICTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-14WO15, AND ANCHORING 4 FASTENING SYSTEMS FOR OONCRETE 4 MASONRY CATALOG
<br />C-5.45-2012.
<br />T
<br />ISOFFIT SHALL COMPLY WITH FBCR 5TFIL EDITION R'703.1.�]
<br />HEADEE �SPAIN UHAET
<br />SINGLE STORY APF'LICATION
<br />SIZE
<br />CLEAR SPAN
<br />DIBL 2 x r.
<br />UP TO 5'-4'
<br />DML 2 .0
<br />5'-4' TO 1'-0'
<br />DIBL 2 x 10
<br />-V-0" TO
<br />OBL 2 x 12
<br />10'-0' AND OVER
<br />TWO STORY APPLICATION DOWN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x 6
<br />UP TO �'-O'
<br />DIBIL 2 x a
<br />5'-0' TO &'-4'
<br />DEL 2 x 10
<br />r.'-4' TO &'-0*
<br />DBIL 2 x 12
<br />W-0' ANO OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAIN (ft.)
<br />UP TO
<br />V-0' TO
<br />V-0.
<br />U.N.O.
<br />4-
<br />I
<br />AND UP
<br />NUMEIER OF WEADER STUDS
<br />SUPPORTIN6, END OF HEADER
<br />1
<br />2
<br />3
<br />NUMBER OF FULL LENGTH STUDS
<br />2
<br />AT EACH END OF: HEADER
<br />1
<br />3 1
<br />2 12
<br />2 `SYP)
<br />/16,056
<br />1TYP. 2x12 BM.ZHDR.
<br />1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
<br />2.TYF`iCAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
<br />TRUSS TO M,45ONRY/CONCRETE SHALL BE META-lro
<br />FLOOR J015T TO MASONRY/CONCRETE SHALL BE HETA-lro AT EACH
<br />END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL.
<br />- TRU55 TO WOOD FRAMING SHALL BE MTS-12
<br />3. TRU55 TO TRU65 CONNECTIONS AND HANGERS SHALL BE DESIGNEE) AND SUPPLIED BY
<br />TRUSS MANUFACTURER.
<br />4- REFER TO TRU55 MANUFACTURER'5 SIGNED AND SEALED DRAWINGS FOR LOCATIONS,
<br />F'ROFILE,AND SIZE OF ROOF/FLOOR 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 HIF` CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 0 EA,
<br />ENID. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS IIER Afl.4 REQUIREMENTS.
<br />-1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU55E5 TO TOP OF TRUS5 BEARING.
<br />0_11ROvIDE DRAFT STOF�FING IN FLOOR TRU56E5 AS REQUIRED FOR MAx 1000 ef--_
<br />COMPARTMENT PER 5TH ED. 2014 FBC RE51DENTIAL-5ECTION R302,12,
<br />S.REFER TO DETAIL ro SHEET D5 FOR I-6TORY INTERIOR LOAD BEARING WALL STRAPS 4
<br />DETAILS.
<br />A R C H IT E C Ts
<br />G rMm ign
<br />b tusj0n..
<br />41 N, RONALD REAGAN BLVD.
<br />LONGWOOD , FIL 32760
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
<br />www.abdesigngroup.com
<br />AAi,:0003325 A
<br />I
<br />N
<br />__j
<br />r9itnaDiv. at 1101,
<br />SILVERADO
<br />LOT 2
<br />PRO BLK 1 1
<br />04128.00 -02001
<br />MODE1.4
<br />4EBB
<br />"1828-CALI"
<br />GARAGIC O'lli
<br />LEFT
<br />PAGZ:
<br />CONNECTOR
<br />SCHEDULE
<br />1�50 MPH EXP. B CC9
<br />AR EC
<br />STATETTFL,�IDA
<br />DATje: 09/19/16
<br />8CALM: 1/4"= f— 0"
<br />4.1
<br />
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