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F-A R Clif I T I C T 5-1
<br />CONNECTOR SCHEDULE 111-M-M
<br />SIMPSON
<br />USP I
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META -lb
<br />I~
<br />14TA 16-LO
<br />1625
<br />(W Od 1 1/2' I -PLY, (b) *cl 2-PLY, (USP� (10) Od X 1 1/21 - NO l6d OPTION)
<br />(2) META-16
<br />t%S5
<br />(2) WTA *-1&
<br />2000
<br />(W� 10d 1 1/2' I -PLY, (LISP; (10) Od . 1 1/2*)
<br />251E,
<br />(4) Ibd 2-PLY (LIOP, NO *d OPTION)
<br />WETA-lb
<br />WTA 16
<br />010
<br />0b) Od . 1 1/2' I -PLY, (8) Wd 2-PLY USP� (10) ONd x 1 1/2% No *d OPTION
<br />META-20
<br />ISO
<br />14TA 20
<br />Isio
<br />(S) t0d x 1 1/2* I -PLY, (8) l6d 2-PLT USP, (10) Od x I t/2', NO I&d OPTION
<br />>_
<br />Ek�
<br />z
<br />(2) WETA-20
<br />2035
<br />(2) WTA-20
<br />3230
<br />eiv) Od x 1 1/2' ]-PLY u6p, (10) lod x 1 1/2.
<br />25W
<br />(12) I&CI 2-PLY (Usp� NO I&d OPTION)
<br />0
<br />LGT-2
<br />250
<br />LUGT-2
<br />Rao
<br />(1) - 1/4' . 2 1/4' TITER 2 (USP-. ELK (5) 1/4' WID, WOOD (16) Cal
<br />V)
<br />DETAL-20
<br />2480
<br />DWTA-20
<br />2430
<br />(18) - 1 1,12, 1 PLY
<br /><
<br />MGT
<br />3%bb
<br />MUOT
<br />4115
<br />A.TR. IN We-A4 STRENGTW EPDXY (MIN. 12' EMISED),(22)10d TOWOOD (UeP,(28)"TOWCOD)
<br />WGT-2
<br />0."
<br />WUGT_2
<br />(2) 3/4' ATJR IN WIGW STRENGTH EPDXY (MIN. 12' EMBED), (16) Od TO WOOD (U&P, WOOD (8)
<br />WGT-3
<br />OS30
<br />WUGT-3
<br />W60
<br />(2)3/4'AT.R. IN WIGW STRENGTH EPDXY (MIN. 12- EMBIED),06) "TO WOOD (USF`:WOOD(&)Od)
<br />l_GT3-$DS25
<br />3285
<br />LUGT-3
<br />3525
<br />(12)0051/4�3-TOGINDER(4)3/8'xS'TITENWDTOU)ALL (USIP: C4>JC. (4) VWX 5' UEDGE SOLT, WOOD (12)US25)
<br />LTA2
<br />1210 PARALLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />isle
<br />(10) lod x 1-1/2' (USP; (10) kvd . 1 1/2'
<br />VGT
<br />AS40
<br />MO USP 0ONVERSION FOR SIMF'SON VGT
<br />(1) 5/8' A.T.R. IN WGW STRENGTH EPDXY (MIN. 12- EMBED), (lb)-SDS 1/4'X3' TO WOOD
<br />(2) VGT
<br />'1188,
<br />NO USP CONVERSION FOR SIMPSON (2) VGT)
<br />(2) 5/8' A.TJZ IN HIGH STREW.TW EPDXY (MIK 12- EMBED), (32)-SDS 1/4'X3' 1 2 PLY
<br />MTS-12
<br />0"
<br />MTW 12
<br />irk"
<br />(14) " x I In, (UbP, (14) Od x 1 1/2', (W) ")
<br />WTS-V.
<br />Iw
<br />WTW 16
<br />1260
<br />(*) Od x 1 1/2' (USP. C W,) Od x 1 1/2 % (16) lod)
<br />WTS-20
<br />1450
<br />WTW 20
<br />1530
<br />(24) Od x 1 1/2' (U&P: (24) Od x 1 1/2', (20) 10d)
<br />MTS-24
<br />WTW 24
<br />1530
<br />(24) " x 1 1/2' (USP: (24) Od x 1 1/2% e2o) 10d)
<br />l_STA-t2
<br />sn
<br />LSTA 12
<br />S30
<br />(10) Od Usp; (10) "
<br />LSTA-18
<br />t235
<br />LSTA IS
<br />t23S
<br />(14) Od uSpI (14) "
<br />MSTA-18
<br />1315
<br />MSTA-18
<br />L310
<br />(14) Od usp� (W) Od
<br />V)
<br />MSTA-24
<br />1640
<br />MSTA-24
<br />1640
<br />(16) led USP: (15) lod
<br />EL
<br />MOTA-30
<br />_M_9T_A_-_�&
<br />2~
<br />MSTA-30
<br />2065
<br />(22� Od Uep: (22) Od
<br /><
<br />El�
<br />2~
<br />MSTA-36
<br />206S
<br />(26) lod Usp: (26) Od
<br />MSTI-36
<br />3800
<br />KSTI 236
<br />3ow
<br />(36) Wd . 1 1/2' Ubp: (36) Od x 1 1/2'
<br />V)
<br />MTI-48
<br />5"5
<br />KTSI 248
<br />5140
<br />(46) 10d x 1 1/2' USP: (46) " x 1 1/2'
<br />W&
<br />S50
<br />LFTA &
<br />1210
<br />(8) Od TO PLATES, (8) gid TO STUDS (USP, (16) eld x 1 1/2 " (*� eld)
<br />SP4
<br />ass
<br />Sf-T 4
<br />S45
<br />(6) Od x 1 1/2' TO STUDS USPo (b) Od . 1 1/2' TO STUDS
<br />A34
<br />3w_
<br />MP 34
<br />380
<br />(4) W x I V2* TO BEAM, (4) Sol x 1 1/2' TO POST. UbP: (4) Sd x 1 1/2' TO BEAM, (4) bd x 1 1/2' TO POST.
<br />WCP2
<br />645
<br />WPCP 2
<br />see
<br />(U) lod . 1 1/2' U&P: (10) 10d . 1 1/2' TO TRUSS, (10) Wd X 1 1/2' TO PLATE
<br />WICA
<br />1140
<br />RT I&A
<br />Lw
<br />(18) Od x 1 4' USPi (S) IONd x 1 1/2' TO TRUSS, (b) Od X 1 1/2' TO PLATE
<br />VGT & WDUA
<br />AS40
<br />F`WV 4A
<br />5215
<br />(16)-SDS 1/4*x3' TO WOOD, (10)-SDS 1/4*x2 L12' V THREADED ROD, (2) NUTSAUASWE" PLY
<br />MK la EMBED SET IN HIGH STREW
<br />�TW EPDXY. (10) �R
<br />LISP, 5/8' ATIR W53 WOOD or Em
<br />VGT d WDIB
<br />4-40
<br />TDX IV
<br />10140
<br />(*)-6DS 1/4'.3' TO WOOD, (3)-3/4* STUD BOLTS V THREADED ROD, (2) NUTSALIASI-EIR/2PLY
<br />U5P, I/8'ATR MIN. I'EMBED SET IN WIGW STRENGTW EPDXY, (4) 118'THM-SOLTS
<br />ABU "Z_
<br />2200
<br />6665
<br />PAU 44
<br />2535
<br />6115
<br />(1) 5/8' A.TJIt IN HIGH STRENGTH EPDXY, (MR I- EMBED.) IN COW_ (12) lbd TO WOOD LISP: SAME AS SIMPSON
<br />ABU &&Z
<br />2300
<br />120M
<br />PAU (.6
<br />23W
<br />16005
<br />(1) 5/8' A.T.R. IN W*W STRENGTH EPDXY, (MIN. I' EMBED.) IN CONC., (r2)1&cl TO WOOD USP: SAME AS SIMPSON
<br />V)
<br />Of
<br />LTTt%
<br />1340
<br />LTS IS
<br />1205
<br />(1) 3/4'ATJZ IN WIGW STRENGTH EPDXY, (MIK'7'EMSED.) N CONC� (SAOd TO WOOD USP: SAI'IE AS SIMPSON
<br />0
<br />LT7206
<br />Moo
<br />LTS 205
<br />105
<br />(1) 1/23ATv IN Mkf.W STRENGTH EPDXY, (MIN. I' EMBED-) N C4ONC, (OA0d TO WOOD
<br />USP: /4' ATR MINI' EMBED SET IN HIGH STRENGTH EPDXY, (10) Od, (10) Od x 1 1/2', 2-1/2'
<br />z
<br />14174
<br />44"
<br />WTT45
<br />4160
<br />(1) 5t A.T)t IN WOW STRENGTH EPDXY (MIK I' EMBED,) IN CONC� (16) 80-0 X 1 1/2' (USP: (20) Vd X 2 �1/2')
<br />LISP WAS MORE NAIL OPTIONS, (20) ", (20) Od . 1-1/2', (20) *d x 2 t/2'
<br /><
<br />Hm
<br />54DW
<br />WTT45
<br />5005
<br />u0a)pb/S* AT.R. IN WIGW STRENGTH EPDXY (MIN. -1- EMBED,) IN � (26) 16d X 2 1/2' (USP� (20) Idd X 2 -1/2')
<br />WAS MORE NAIL OPTION5, (26) ", (26) Od x I-t/2% (20) *d . 2 1/2'
<br />WWDQ1I-SDS 2-5-
<br />11,810
<br />UPWID 11
<br />143S5
<br />(1) 1' ATR. IN W*W STRENGTW EPDXY, (MIN. 10' EMBED.) IN OL,*C, (24) SDS Y4' WOOD SCRIEWS (USP: f 24) W53 WOOD SCREWS)
<br />wr.>iB
<br />6645
<br />TDX 10
<br />40
<br />(1) 1/6' AS. IN WIGW STRENGTH EPDXY, (MR I' EMBED.) IN C4VNC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' 5)
<br />V)
<br />t-ImWA 3-56/1125
<br />341S
<br />5330
<br />NR'ZSX12U
<br />2580
<br />lw
<br />blt-?PSON� (1) 3/4' A,TJt IN WI&W STRENGTW EPDXY, (MIN. 6.15- EMBEDMENT) IN C.MLL TOP, (V 3/4'
<br />A.T.R IN Wr.W STREW3714 EPDXY, (MIN. 6.15' EMBEDt"IENT) IN C111J. FACE, (ISAOd TO BEAM
<br />USP: (1) 1/2' J-15MT Wl MINIMUM &� EMBED- 4 NOT LESS TWAN 4'PROM EDGE OF C4CNC W/ 3/4' CIA ITW
<br />RAMSET/REDWEAD DYNA SOLT SLEEVE ANCHOR OR Ea tLV MIN. WEMBED DEPTH INSTALLED IN THE FACE.
<br />HU$C412 (WOOD)
<br />3636
<br />660 (FLR�
<br />WLIS4121F
<br />2110 (FLR)
<br />(10) Wd TO HEADER (10) lbd TO WOOD UbP� 6A)'IE AS SIMPSON
<br />.
<br />P1265 (ROOF)
<br />3325 (ROOF)
<br />z
<br />HUC-410 (CMU)
<br />Is"
<br />4S20
<br />WD410 IF
<br />1305
<br />soce
<br />(16) 1/4' - 2-3/4'TITEN (S PER FLANGE) TO CMU (10) Od TO WOOD: (USP: (10) 1/4'. 3'WS3 SCREWS, (0) Od TO WOOD.
<br />USIP (20) 3A&' TAPPERt (10) Od TO WOOD '
<br />WUC210-2 (CMU)
<br />MOO
<br />5005
<br />WD210-21F
<br />1205
<br />50"
<br />(1&) 1/4' x 2-3/4'TITEN (9 PER FLANGE�10 CMU, (10) Od TO UOOD� (USP, (10)1/4'x3'UJSaSCREtLS,()O)lOdTOUk�M.
<br />USP (20) 3AW TAPPERt (W) Od TO WOOD
<br />WLIC-210-3 (CMU)
<br />tow
<br />5005
<br />WD20-3F
<br />1305
<br />50"
<br />(ID)VA, x 2-3/4'TITEN (SPIERFLANGE)TOC111.1,00)" TOWOOD: (USP: (18)1/4'x 3' WS38CREW6,(IV)I0d TOWOOD.
<br />USP (2,0) 3A&* TAPPER4� (10) Od TO UJOOD
<br />LCAS-126-2- 5D$
<br />1430
<br />55916
<br />LG"6-2
<br />2t2b
<br />61069,
<br />V(10
<br />4; ;,S: TIlrWWO (U2.PEI%�$� 1'2' TO WOOP,
<br />BOL'.. 3 C� CMU, 14) 1,14' X I
<br />W*W STRENGTH EPDXY - SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCWlTECT/EN5INEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTIN62 FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE
<br />ANCWORW, SYSTEMS.
<br />WHERE ANC44OR EMBEDMENT 18 GREATER THAN V DEEP, THE VERTICAL CELL IN OMU. WALL MST BE FILLED SOLID w/ GROUT.
<br />�RhVd C40MION NAILS CAN BE SUBSTITUTED WITH Od x I U2'NAILS IN C40NJLNCTION WITW A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM T64E ARCHITECT 18 RECAJIMED FOR THIS APPLICATION
<br />IOR TO INSTALLATION.
<br />Ln
<br />... MINIMUM EMBEDMENT INTO THE TOP Or A 5041:115EAM WILL BE 5', MN0-IUM EMBEDMENT INTO TWE FOUNDATION WILL BE 1'
<br />LLJ
<br />0
<br />AT.R . A-301 ALL TWREAr> ROD (SIZE. PROTECTION TYPE, LENGTW, ETC. VARIES)
<br />Z
<br />BECAUSE or TWE uDE VARIETY OF MATERIALS, LOCATIONS. AND CONDITIONS T14AT MAY AFFECT CONNECTORS, TwE CONTRACTOR MUST BE RESPONSIBLE ropt MAKING SIM THAT TWE PROPER CORROSION PROTECTION
<br />16 USED.
<br />WWEN USING STAINLESS STEEL C4*4NECTORS. USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / WDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A53
<br />USE Or EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL PROM TWE ARCWITECTIENGINEER Or RECORD PRIOR TO USE.
<br />1
<br />ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C20rl*, 'WIGH WIND -RESISTANT CZ)NST11RUCTION F-C-WWRCAGI&, AND ANCHORING A FASTENING SYSTEMS" CONCRETE 4 MASONRY
<br />CATALOG r-SAS-2012 4 USP STRUCTURAL CX)NNECTORS 20115-2016.
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />DBL 2 x ib
<br />UP TO V-4'
<br />D5L 2 . 8
<br />5'-4' TO 1'-0'
<br />DBL 2 x 10
<br />11-01 TO 101-01
<br />DBIL 2 x 12
<br />AND OVER
<br />TWO STORY APPLICATION DOUN STAIRS
<br />SIZE
<br />CLEAR SPAN
<br />DEL 2 x
<br />UP TO V-0'
<br />D5L 2 x
<br />5'-0* TO &'-4'
<br />OBL 2 x 10
<br />W-4'To S*-o'
<br />DBL 2 x 12
<br />W- 0' AND OVER
<br />FRAMING NOTES:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (Ft)
<br />UP TO
<br />5'-g>* TO
<br />a,-0.
<br />UN.O.
<br />4'
<br />I
<br />AND UP
<br />NUTIBER OF: HEADER STUDS
<br />SUPPORTIW. END Or HEADER
<br />NUMBER OF FULL LENGTH STUDS
<br />2
<br />AT EACH END OF: HEADER
<br />1
<br />2 x 12
<br />2 SYP)
<br />A&I 0815
<br />lb'-S' OC�
<br />1. HURRICANE 5TRAP5 TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.
<br />2 . TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
<br />TRUS5 TO MA5ONRY/CONCRETE SHALL BE META -I&
<br />FLOOR TRUSS TO M,45ONRY/CONCRETE SHALL BE HETA-16 AT EACH
<br />END AND 32' ON CENTER ON J015TS PARALLEL TO UJALL.
<br />- TRUSS TO WOOD FRAMING SHALL BE MT5-12
<br />3, TRU55 TO TRUSS CONNECTIONS AND HANGERS 6HALL BE DESIGNEE) AND SUPPLIED BY
<br />TRUS5 MANUFACTUREP_
<br />4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRALVIWGS FOR LOCATIONS,
<br />PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES.
<br />5. HEADER $PAN CHART 4 MINIMUM LUALL 4 HEADER
<br />STUD REQ. ARE STANDARD U.N.0 ON FRAM[W-s PLAN
<br />ro� MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12cl HAND DRIVES tv EA.
<br />END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRJJ55 AS PER APA REQUIREMENTS.
<br />'l. EXTEND AND ATTACH LUALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUS6 BEARING.
<br />a.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 6F.
<br />COMPARTMENT PER 5TH ED. 2014 F15C RESIDENTIAL -SECTION R302,12.
<br />13.REFER TO DETAIL ro SHEET D5 FOR 1-5TORY INTERIOR LOAD 5EARING WALL STRAPS 4
<br />DETAILS.
<br />6
<br />aNsoign
<br />Grou
<br />L"I N i RONALD REAGAN BLVD.
<br />LONGWOOD, FIL 32750
<br />PH: 407-774-6078
<br />FAX: 407-774-4078
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<br />LOT 30
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<br />IPROJWT#
<br />04128.000-03061
<br />MODZI-
<br />4EHB
<br />"2605-HAYDEN"
<br />GARAGN OVINO:
<br />RIGHT
<br />PAGIM
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />F-PRI"
<br />-DATO 11/09/17
<br />DCALM 1/4"=l'-0_
<br />S*Emw
<br />%. 7. 1
<br />
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