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CONNECTOR SCHEDULE I CONTROL DATE. 01-00-1-1
<br />SIMPSON
<br />USP I
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />DES.
<br />UPLIFT
<br />GRAVITY
<br />FASTENER
<br />META-16
<br />14"
<br />HTA 16-16
<br />1625
<br />(S) 10d 1 1/2' I -PLY, (6) I&d 2-PLY, (USP; (10) 10d X 1 1/2' - NO I&CI OPTION)
<br />(2) META-
<br />is"
<br />(2) HTA I& - 16
<br />2800
<br />(10) 10d 1 1/2' I -PLY, (USP; (10) lod x 1 1129
<br />2515
<br />(14) t&,:l 2 -PLY (USPs NO 16d OPTION)
<br />PETA-16
<br />1810
<br />14TA 16
<br />16,70
<br />�J) I" x 1 1/2' I -PLY, e8) I&d 2-PLY USP. (10) 10d x 1 1/2', NO I&d OPTION
<br />HETA-20
<br />lalo
<br />HTA 20
<br />to -to
<br />el) 10d . 1 1/2* I -PLY, (8) 16cl 2-PLY U5P; (10) Wd . 1 1/2', NO l6cl OPTION
<br />>_
<br />(2)14ETA-20
<br />2035
<br />(2) WTA-20
<br />3230
<br />(0) 10d x 1 1/26 I -PLY USP: (10) 1" x 1 1/2'
<br />25M
<br />-
<br />112)16d 2-PLY (USM NO lbd OPTION)
<br />0
<br />LGT-2
<br />2"
<br />WGT-2
<br />1550
<br />(1) 1/4' x 2 1/4' TITEN, 2 (USM 5LK (5) 1/4' WIS, WOOD (16) 104:4
<br />0
<br />DETAL-20
<br />24M
<br />DHTA-20
<br />2430
<br />(10) 10cl x 1 1/2,1 FLY
<br />MGT
<br />3565
<br />MUGT
<br />4115
<br />(1)!�/S'A.T.P-INHIC�14STFIMW.TWEFIO>(Y(MIK12*Etl5W),(22)lOdTOW00C> (USPi(2S)l0dTOW000)
<br />HGT-2
<br />WSW
<br />HUGT-2
<br />s1w
<br />(2) 3/4' ATA. IN HIGH STRENGTH EPDXY (MIN- 12' EMSED), (Ir.) 10d TO WOOD (Us,-: WOOD (8) 101d)
<br />HGT-3
<br />0530
<br />HUGT_3
<br />%fto
<br />(2)3/4'AT.R. IN HIGH STRENGTH EPDXY (MIK I2'EMMEO),(l6)I0d TO WOOD (USP;WOOO(a)Iod)
<br />LGT3-6052D
<br />3280
<br />LUGT-3
<br />3529
<br />2)SPS I/4'x.3'TOGIRVER.(4) 3/8'. 5' TITEN HD TO WALL (U6P: CONC.(4)31VX S* WEDGE SOLT, WOOD (12)W6250
<br />LTA2
<br />1219) PAWAtLEL TO WALL
<br />1210 PERPENDICULAR TO
<br />WALL
<br />LPTA
<br />15to
<br />0) led x 1-1/2' (LISP, (10) 1" . 1 1/2'
<br />VGT
<br />41140
<br />NO USP CONVERSION �OR SIMPSON VGT
<br />(1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-606 I/4'X3' TO WOOD
<br />(2) VGT
<br />1190
<br />NO USP CONVERSION FOR SIMPSON (2) VC.T)
<br />e2) 5/8' 4T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBEO), (32"06 1/4'X3' / 2 PLY
<br />MTS-12
<br />1000
<br />MTW 12
<br />lw
<br />(14� 101d . 1 1/2' (USP: (14) 101d . 1 1/2', (14) 1")
<br />HTO-16
<br />1190
<br />WTW 16
<br />1260
<br />(16) l0d x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 10d)
<br />PTS-20
<br />14W
<br />HTW 20
<br />1530
<br />-(24) 1" x 1 1/2' WSP, (24� 10d x 1 1/2', (20) 10cl)
<br />HTS-24
<br />1450
<br />HTW 24
<br />15,30
<br />(24) 10d x 1 1/2' (UOP: (24) 10d x 1 1/2', (20) 10d)
<br />LSTA-12
<br />%25
<br />LSTA 12
<br />Sw
<br />(10) lod USP: (10) lod
<br />L5TA-18
<br />1235
<br />LSTA 18
<br />1235
<br />(14) Wd USP: f14) 10d
<br />-MSTA-10
<br />135
<br />MSTA-18
<br />1310
<br />(14) 10d USP: (14) Wd
<br />M8TA-24
<br />1640
<br />MSTA-24
<br />1640
<br />els) led u5p: (16) IoNd
<br />a-
<br />MSTA-30
<br />2050
<br />MOTA-30
<br />2065
<br />(2v lod USP; (22) Wd
<br />MSTA-36
<br />20"
<br />MSTA-36______
<br />2065
<br />(26) 10d USP, (26) 10d
<br />M$TI-36
<br />39"
<br />KSTI 236
<br />38W
<br />(36) 10d x 1 1/2' USP: (36) 1" x 1 1/2'
<br />MSTI-40
<br />5065
<br />KTSI 248
<br />5140
<br />(48) 10d . 1 1/2' USp: (48) Wd x 1 1/2'
<br />W6
<br />S50
<br />LFTA &
<br />1210
<br />(8) 8d TO PLATE$,(W_8d TO STUDS (USP: (16) Sd . 1 1/2', (16) W)
<br />SP4
<br />"b
<br />SPT 4
<br />e45
<br />(6) led . 1 1/2' TO STUDS USP, (6) 10d x 1 1/2* TO STUDS
<br />A34
<br />3W
<br />MP 34
<br />380
<br />(4) W x 1 1/2' TO BEAN, (4) Sal x 1 1/2' TO POST. USP: (4) 5d x 1 1/2' TO BEAM (4) Sd x 1 1/2' TO POST.
<br />HCP2
<br />645
<br />HHCP 2
<br />aw
<br />�12) 10d . 1 1/2* USP: (10) 10d . 1 1/2* TO TRUSS, (10) 10cl X 1 1/2' TO PLATE
<br />HIVA
<br />1140
<br />RT 16A
<br />13"
<br />(18) 10d x 1 1/2' USP; (S) 10d x 1 1/2' TO TRUSS, (a) 10d X 1 1/2' TO PLATE
<br />VGT 4 WM4
<br />4%40
<br />1=141) 4A
<br />52P3
<br />OW -SOS 1/4'x3' TO WOOD, (10)-SOS I/4'x2 1/2' Lu/ THREADED ROD, (2) NUTS/WASWER/2 PLY
<br />USM 5/8' ATR MIN. 'I' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS
<br />VGT 4 1.01D
<br />41340
<br />TDX 10
<br />10140
<br />(I6)-SDS 1/4'x3' TO WOOD, (W-3/4-1 STUD BOLTS W1 THREADED ROD, (2) NUTS/WASHER,2PLY
<br />USP; 1/9' ATR mK I' EMMP SET N HIGH STRENGTH EPDXY, (4) 1/8' THRU-501-TS
<br />A15U 44Z
<br />2200
<br />r.66!,
<br />PAU 44
<br />25391
<br />6115
<br />(1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. I' EMBED.) IN CCNC. (12) 1641 TO WOOD U&P; SAME AS SIMPSON
<br />ABU &&Z
<br />2300
<br />12000
<br />PAU 66
<br />2380
<br />16005
<br />(1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 7 EMBED.) IN 0ONC, (12)]6d TO WOOD USP; SAME AS SIMPSON
<br />0
<br />LTTIS ...
<br />1,340
<br />LTS 1%
<br />1205
<br />(1) 3/4' 4TA. IN HIGH STRENGTH EPDXY, (MIN. I- EMBED.) IN CONr eVAOd TO WOOD Uap� SAME AS SIMPSON
<br />0
<br />LTT205 ...
<br />p"
<br />LTS 205
<br />1105
<br />(01/2 ' 4,Tjp IN HIGH STRENGTH EPDXY, (MIN- 1- EMBEDJ IN CONC, (10ACd TO WOOD
<br />USP� 31/4'ATR MIN 11' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) led x 1 1/2*, 2-1/2'
<br />X
<br />u
<br />z
<br />WTT4
<br />44"
<br />HTT45
<br />4160
<br />(1) 5/8'4T.R. IN HIGH STRENGTH EPDXY (MIN. 1'EMOEP,� IN CONC, (0) 5OW X 11/2'(USI-, (20) I&d X 2-1/29
<br />USP HAS MORE HAIL OPTIONS: (20) 10d, (20) Val . 1-1/2% (20) *d x 2 1/2*
<br /><
<br />HTT5
<br />Sow
<br />HTT45
<br />5005
<br />(1) 5/8' ATR IN HIGH STRENGTH EPDX`Y eMIK 7 EMBED,) IN CONC, (26) l6d X 2 1/2' WOM (20) 16d X 2 -1/29
<br />USP WAS MORE NAIL OPTIONS, e28) Od, (28) 10d x 1-1/2', (20) *d . 2 1/2'
<br />WHOOII-606 2.5-
<br />1101V
<br />UPHO 11
<br />143W
<br />(1) I'4TA IN HIG44 STREW.TH EPDXY, (MIN. IC'EMED.) IN C;ONC:,(24)6C�OY.'xA'U)C)OD&r-RELVOeUSP:(24)WS3WOMSCPSM)
<br />wois
<br />6645
<br />TOX 10
<br />10140
<br />(1) I/V AB. IN HIGH STRENGTH epox-r-, (MIN, -V_EMIBED.) IN CCNC� (3) 3/4' $TUD BOLTS TO WOOP_(USP, (4) 1/9' BOLTS)
<br />V)
<br />MSHA 3S&AI25
<br />3419,
<br />5330
<br />NrM3SX12U
<br />25M
<br />1130
<br />SIMPSON� (1) 3/4o A.T.R. IN HIGH STRENGTH EPDXY, (MIN. rb.lb* EMBEDMENT) IN C.MJJ, TOP, (1) 3/4'
<br />A.T.R. IN HIGH STRENGTH EFOXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (IBACd TO BEAM
<br />USP: (1) I/2'J-EOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4'FROM EDGE OF CONC W1 3/4'1:)[A ITW
<br />=17111OW111ATO DYNA BOLT SLEEVE ANCHOR OR SO. W/ MIK 5' EMBED DEPTH INSTALLED IN THE FACE.
<br />w
<br />Ltj
<br />HUSI-412 (WOOD)
<br />3635
<br />2660 (rLR)
<br />HUS4121F
<br />3060
<br />2110 (FLR)
<br />(10) l6d TO HEADER (10) 16d TO WOOD USP: SAME AS SIMPSON
<br />3265 (ROOF)
<br />321
<br />z
<br />HUC410 (CMU)
<br />Sm
<br />4WO
<br />H0410 IF
<br />130r,
<br />5000
<br />(0)1/4' 2-3/4'T[TrN (5 PER FLAW315) TO CMUJ10) 10d TO WOOD, (USP: (18) 1/4'x XWS3 SCREWS, (10) lod TO Wc<v.
<br />UP (20x) 3/16' TAPPER., (10) 10d TO WOOD
<br />HUC210-2 (CM)
<br />18"
<br />5005
<br />I-0210-21F
<br />1-105
<br />q(--1
<br />bom
<br />(0) 1/4' ' 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) 10d TO WOOD; �USP: (18) 1/4' . 3' W63 SCREWS. (10) 10d TO WOOD.
<br />USP e2O) 3/16'TAPMR-. (0) 10d TO WOOD
<br />HUC210-3 (CMU)
<br />loco
<br />59*5
<br />W020-31F
<br />1305
<br />5000
<br />(18) 1/4' x 2 '3/4' TITrN (S PER FLANGE) TO CM, (0) 10d TO WOOD: WSP, (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD.
<br />USP (20) 3/16' TAPPER+, (0) 10d TO WOOD
<br />LGLIM26-24PS
<br />1430
<br />55w
<br />LCOUM6.2
<br />2125
<br />6065
<br />I
<br />(4)3/0'. 4'TITEN HD ANCWORS�2 PERFLAW—E)TO Ct'IU,(4)l/4'X 21/2'SPS SCREWS TO WOOD.
<br />USP (4� 3/V X 4- WED�.E BOLT.t U83 WOODSCREWS
<br />HIGH STRENGTH EPDXY - 51MI-SON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEEIR OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU55TITUTIW. FOR SIMILAR EPDXY F40DDUCTS OR USP - CIA ADHESIVE
<br />ANCHORING SYSTEMS.
<br />WHERE ANCHOR EMBEDMENT IS GREATER THAN I' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT.
<br />;10d COMMON NAILS CAN BE SUBSTITUTED WIT14 l0d x 11/2' NAILS IN C40NJLNCTION WITH A 2396 REDUCTION IN THE ALLOU48LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR T1416 APPLICATION
<br />RIOR TO INSTALLATION.
<br />V)
<br />... MINIMUM EMBEDMENT INTO THE TOP Or A 5C)NDISEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V
<br />LLI
<br />0
<br />A�T.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LEW.TK ETC. VARIES)
<br />z
<br />BECAUSE or THE WIDE VARIETY or MATERJALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTOR$, T14E CONTRACTOR MST BE RZSPCN615LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION
<br />16 USED.
<br />WHEN USING 5TAINLE55 STEEL CONNECTOR5, USE STAINLE55 STEEI_ FASTENERE . WHEN USING 2MAX / HDGG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53
<br />USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MST WAVE WRJTTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF; RECO11M) PRIOR TO USE.
<br />ALL CCWECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011*, 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAG%, AND ANCHORING 4 FASTENING SYSTEMS FOR 0ONCRETE 4 MASONRY
<br />CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016.
<br />HEADER SPAN CHART
<br />SINGLE STORY APPLICATION
<br />SIZE
<br />CLEAR SPAN
<br />05L 2 x
<br />UP TO 5'-4'
<br />D15L 2 x 6
<br />V-4' TO 1'-0'
<br />D5L 2 x 10
<br />71'-0' TO 10'-C'
<br />D15L 2 x 12
<br />10'-0' AND OVER
<br />TWO 5TORY APPLICATION DOUN STAIRS
<br />51ZE
<br />CLEAR SPAN
<br />DIBL 2 x
<br />UP TO 51-01
<br />DIBL 2 x 9
<br />5'-0' TO V-4'
<br />D5L 2 x 10
<br />V-4* TO W-O'
<br />OFS1 7 X 17
<br />81-01 AND OVER
<br />FRAMING CTE5:
<br />MINIMUM WALL AND HEADER
<br />STUD REQUIREMENTS
<br />MAXIMUM HEADER SPAN (ft.)
<br />UP TO
<br />51-01 TO
<br />a--V'
<br />U.N.O.
<br />4'-Il 1/2'
<br />1-.11 1/2,
<br />AND Up
<br />NUMBER Or HEADER STUDS
<br />SUPIPORTING END OF HEADER
<br />1
<br />2
<br />3
<br />NUMI5ER OF RILL LEWGTH STUDS
<br />2
<br />AT EACH END OF HEADER
<br />1
<br />3
<br />F2 12
<br />, 2 `SYP)
<br />I OSIB
<br />NAIL (3)12cl 0 6'-S' OC.
<br />1. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON 5TRONG-TIE OR EQUAL, U.N.O.
<br />2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O:
<br />TRAJ85 TO MA6ONRY/C0NCRETE $14ALL 15E META -I&
<br />FLOOR TRUSS TO MASONRY/CONCRETE SHALL 5E HETA-Iro AT EACH
<br />END AND 32' ON CENTER ON J015TS PARALLEL TO WALL,
<br />- TRUSS TO WOOD FRAMING SHALL 5E MTS-12
<br />3. TRU66 TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y
<br />TRU55 MANUFACTURER
<br />4. REFER TO TRU55 MANUFACTURER'5 SIGNED AND 5EALED DRAWINGS FOR LOCATIONS,
<br />PROFILE, AND 51ZE OF ROOF/FLOOR TRUSSES.
<br />5. HEADER SPAN CHART 4 MINIMUM WALL t HEADER
<br />STUD REQ. ARE STANDARD UN.0 ON FRAMING PLAN
<br />ro, MIN. 2X4 HIP CUT 5LOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES im EA.
<br />END. CUT PITCH 4 5EVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS.
<br />'I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS 5EARING.
<br />&PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SR
<br />COMPARTMENT PER 5TH ED. 2014 F5C RE51PENTIAL-SECTION R302.12.
<br />SAEFER TO DETAIL ro SHEET D5 FOR I -STORY INTERIOR LOAD 5EARING WALL STRAPS 4
<br />DETAILS.
<br />-A R C N I T I C T 8-1
<br />5
<br />Design
<br />G r2o tu 01!
<br />Al N. RONALD REAGAN BLVD.
<br />LONGWOOD, FL 32750
<br />PH: 407-77"078
<br />FAX: 407-774-4078
<br />www.abdesigrigroup com
<br />AA #-. 0003325
<br />BUDDIV. 89 WOW
<br />SILVERADO
<br />LOT 26
<br />LOT 6
<br />PRon=T#
<br />04128.000-02661
<br />MODBU
<br />4EHB
<br />2605-HAYDEN"
<br />GARAGE 8WUM:
<br />RIGHT
<br />PAaW.
<br />CONNECTOR
<br />SCHEDULE
<br />150 MPH EXP. B
<br />rpRnrr
<br />DATO 11/08/17
<br />11111CAUM 1/4"=V-0"
<br />8*11IM"
<br />7.1
<br />so
<br />
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