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HomeMy WebLinkAboutPRODUCT APPROVALSFlorida Building Code Online !3 ��ry� I �1ffil LI BCIS Home I Log In I User Registration I, Hot Topics ' submit surcharge I State & Facts Product Approval p USER: Public User Product Approval Menu > Product or AoollcaHon Search > Application List > Application Deter FL # FL12543 Application Type New Code Version 2007 Application Status Approved Comments Archlved rl Product Manufacturer 'Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance. Method Florida'. Engineer or Architect Name who developed the Evaluation Report Florida. License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated'By 1 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards YKK AP America 332 Firetower Road Dublin, GA 31021 (678)838-6000 Ext 6060 miketurner@ykk-api.com Westphal Jim jlmwestphal@ykk-api.com Jim Westphal 7680 The Bluffs Suite 100 Austell, GA 30168 (678) 396-6738 jimwestphal@ykk-api.com Panel Walls Storefronts Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer t, Evaluation Report - Hardcopy Received Nimesh J. Bhaysar. PE PE-56861 Architectural Testing, Inc. 12/31/2011 Manhar K Jadav, P.E. D Validation Checklist - Hardcopy Received FL12543 RO COI COI Manhar.odf FL12543 RO CO1 NIB COI.odf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHd... 12/8/2010 Florida Building Code Online 3 Certified By ■ � Florida Licensed Professional Engineer or Architect v A i 1 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/01/2009 Date Validated 05/08/2009 Date Pending FBC Approval 05/11/2009 Date Approved 06/09/2009 Summary of Products FL # Model, Number oIC,Na._ Description 12543.1JIYHS1501FI. HS 50 FI (LMI and SMI) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12543 RO If VHS 50 FI (LMI) DWG.odf Approved for use outside HVHZ: Yes FL12543 RO II YHS 50 FI (SMI) DWG.odf Impact Resistant: Yes Verified By: Nimesh J. Bhaysar, PE PE#56861 Design Pressure: +70/-70 Created by Independent Third Party: Yes Other: See drawings for design loads for specific Evaluation Reports applications. FL12543 RO AE EVAL YHS 50 FI (LMI).odf FL12543 RO AE EVAL YHS 50 FI (SMI).odf Created by Independent Third Party: Yes 12543.2 YHS 50 FI (Large Missile, Dry YHS 50 FI (Large Missile, Dry Glaze) Glaze) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12543 RO II VHS 50 FI (LMI.DG) DWG.odf Verified By: Nimesh J. Bhaysar, PE PE#56861 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other; See drawings for design loads for specific FL12543 RO AE EVAL YHS 50 FI (LMI,DG).odf FL12543 RO AE Gasket Letter.odf applications. Created by Independent Third Party: Yes 12543.3 YHS 50 FS YHS 50 FS (LMI and SMI Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12543 RO II YHS 50 FS (LMI) DWG.odf Approved for use outside HVHZ: Yes FL12543 RO II YHS 50 FS (SMI) DWG.odf Impact Resistant: Yes Verified By: Nimesh J. Bhaysar, PE PE#56861 Design Pressure: +70/-90 Created by Independent Third Party: Yes Other: See drawings for design loads for specific Evaluation Reports applications. FL12543 RO AE EVAL YHS 50 FS (LMI) odf FL12543 RO AE EVAL YHS 50 FS (SMI).odf Created by Independent Third Party: Yes 12543.4 YHS 50 FS (Large Missile, No VHS 50 FS (Large Missile, No Jamb Anchors) Jamb Anchors) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12543 RO II YHS 50 FS (LMI. No Jamb Anchors) DWG.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Nimesh J. Bhaysar, PE PE#56861 Design Pressure: +70/-90 Created by Independent Third Party: Yes Other: See drawings for design loads for specific Evaluation Reports applications. FL12543 RO AE EVALYHS 50 FS (LMI. NJ).odf Created by Independent Third Party: Yes 12543.5 YHS 50 TU YHS 50 TU (LMI and SMI) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL12543 RO If YHS 50 TU (LMI) DWG.odf Approved for use outside HVHZ: Yes FL12543 RO II YHS 50 TU (SMI) DWG.odf Impact Resistant: Yes Verified By: Nimesh J. Bhaysar, PE PE#56861 Design Pressure: +70/-70 Created by Independent Third Party: Yes Other: See drawings for design loads for specific Evaluation Reports applications. FL12543 RO AE EVAL YHS 50 TU (LMI).odf FL12543 RO AE EVAL YHS 50 TU (SMI). odf Created by Independent Third Party: Yes 12543.E —71 YHS 50 TU (Large Missile, Dry YHS 50 TU (Large Missile, Dry Glaze) http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHd... 12/8/2010 Florida Building Code Online C Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes ^ Design Pressure: +70/-70 Other: See drawings for design loads for specific v A FL12543 RO II YHS 50 TU (LMI.DG) DWG.odf Verified By: Nimesh J. Bhaysar, PE PE#56061 Created by Independent Third Party: Yes Back NeM Department of Commun/ty Afrairs Florida Building Code Online Codes and standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 ® 2000-2010 The State of Florida. All rights reserved. Prlvacv Statement I Copyright Statement I Actessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: on © 99 Vr", 1- SCN.IC� Tlmbd cairn http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHd... 12/8/2010 "K YKK AP AMERICA YHS 50 FI - Storefront Systems CIP Large Missile Impact g p vsrALunpxxmfs: L ONE(V IfETR11AF1MM=R 6 RE0U OFXEANIQ SFAM. 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YUMINUM-AllOWAOIESRIESBOF 139f [$LMWIMVM WNLTMCWFSSOfDWO•, TABLE OF CONTENTS SHEET SHEET DESCRIPTION I GENERAL NOTES AND ELEVATION 2 HORIZONTAL VERTICAL SECTIONS 3 DETAIL SECTIONS 4 DETAILS.& BILL OF MATERIALS 5 PRESSURE CHARTS 6 FRAME ASSEMBLY - CAR BE USED VEER APPRDYM .. 8I YEE SEE SEPAROTE APPLI RTION FOR HORS x : uvLE vIDTx v B 3 x DI TYPICAL ELEVATION IA srmF� Fimet ap AS NOTED NOTES AND ELEVATION YHS5BFI-LM LIL MR --------- -- -- - - ------- - - - - - - - - - - - -- - - Fns)¢ Omni ---------- --------- llf0lIZ 1an ar .511gON -{a)xuw UM MLLIM --- -------- ----------------- L .-LD] --- - --------- F HOR HORIZONTAL SECTION (ALTJ la D.L.O. I15TAvl. . BL YK FM ow .M. F= ��LL AS NOTED ASNOTED VERTICAL SECTIONS VERTICAL SECTION r2 � rE0.TI(dL �— VERRUL IWBER NpBER WOOD FRAME SUBSTRATE MASONRY/CONCRETE SUBSTRATE STEEL FRAME SUBSRATE NSTALLATIO DETAIL - HEAD 1 sratF: i•-3•-6- 3 rEPT[GL yEpryU xENBE0. Y91BE0. 3 yr v vx• v 1 vz' a 1/x• 3 1/x' 1 1/x• 1 1/x• v i/x" SWR x• x• -� 4.1 a a •.1 1.:. µ '— a' a• � V— r x- —I 6• 6• 6' 6' WOOD FRAME SUBSTRATE MASONRY/CONCRETE SUBSTRATE STEEL FRAME SUBSRATE INSTALLATION DETA 2 suuE: v'n•-e' 3 CONCRETE/MASONRY SUBSTRATE 6 INSTALLATION DETAIL a• Mx. rxee oxnavcE —y 6 carcRETE/rlwxxr � fir osxERs I .�..-- is/a' � EIUEGEM 3/R SNIx OInN[£ I WOOD FRAME SUBSTRATE 3• INSTALLATION DETAIL Ease wn m/¢ M MxERs 51010ISELAYF STEEL FRAME SUBSTRA-' INSTALLATION DETAIL 3/B' IM sxxn o[srnx i R-ur EIEEMFM �L FR 6TIRP6 iNREE VnORS 8F TRF60 NW. FAiEQ1EM :sm -I YKK ap AS NOTED DETAIL SECTIONS YHS50FI 'LM O I. /SILL litY)EI0. EILLES EI-IB7i (6063-i5) 1-- t.bg3 3.Is00 .q)I 1.300 109 1 L 6.969 OI— SILL O FRMIE 1LIgI)LNIAL E9-%51 (6063-1$) E¢0653 (6063-T3) ® SILL FLASIM F9-.t6 (6063-]31 © 6= STW E9-0658 (6063-SS) .601 ® NOGE WSRET EE-BD81 (EPaI .3. .26,� co © 51 KER ySLEf BILL OF MATERIALS ITEM PART NO. DESCRIPTION MATERIAL 1 E9-0651 FRAME HEAD/3AMB/STD.MLLION 6063-TS 2 E9-0652 FRAME SILL 6063-75 3 E9-0653 FRAME HORIZONTAL 6063-T5 4 E9-0654 HEAVY DUTY MULLION 6063-TS 5 E9-0655 INTERMEDIATE MULLION FILLER 6063-TS 6 E9-0658 GLAZING STOP 6063-TS T El-1013 FRAME HEAD/SILL ANCHOR FILLER 6063-T5 8 E9-0636 SILL FLASHING 6B63-15 9 5/16' DIA. ITN TAPCON SCREW 10 3/8' HH LAG SCREW 11 5/16 SELF -TAPPING SCREWS 12 #12 x 1-1/4- PPH SMS (TYPE AB) 13 #14 x 1-1/2 SMS (TYPE AB) 14 EZ-0081 I WEDGE GASKET EPDM 35 E2-0084 I SPACER GASKET EPDM Y1 F)I6IRELIX6 �F1MEE�yq� L='S AS NOTED DETAILSEB BILL OF MATERIALS YHSSRFT-LF .0 PRESSURE CHARTS (PSF) NOTES L D61GX ORMURESAREUM . BTTNEMINIMUMOFMUWOKF.wFfiIERP GLRDNGGPP PEA.ELYROz. 2 $EL RRNELWIOM �WfAXOMUWOXSPRNM."INCMES ANO OBTNp 111E MNIMU MD61GX AHIYWEQUAI EUE 3. WMEX PPNFI WIOMS ARE XOT EOUA4 USF TI�AVFAA(£µ10M ON iNE CNMT. {� STMM9D ] R/EEILLIM IJ. .. see. Imee sm. Eu3zEm Sid. SaM 'sn�d:re /eme/Mmlmn wmXRw It1Rlrc,x P�Nea 30 Ia OD m xiD <1 509 H smo sx xiv EO SOD C6 ..0 n xio 30 n 50.0 36 40 u saO [H 500 sX sva W xi0 66 m n SOA 3v w xiO 36 oA u PO 60 SaO sa son Eo 0a 66 xio n xio 30 9O 50.0 36 W. al v.D aR xia 51 50➢ 60 50.o 66 no n aRO 3D 96 ua 36 WA u SOA ae xiO » 5Dv A 500 .e Du Ob e/Mwr vda w (in) Hei,," INf aiP pmv'°e 1R0 T'"iel, :T9Fe1 0 n OA m.0 36 m.v mD m0 MR ae mn mn s6 roD ro.O W m0 Md RE PO OD m.o ro.o 0 ro 00 X. 3s rav raD u mo IOa 46 roA I0M 5 ma mA u ma ma E6 m.0 A.0 n my ma 30 ma mA 36 mA m0 u ]OD ma 49 mn mA m NA mA W Mi 00 ss mO roa n M5 D RR ro.0 no 36 m0 m.0 /3 M. 7. e ma roo Sa roD mo m roA raa 66 roa ro.a n 609 60.9 30 % ma m0 36 m➢ ma u m.v ]Bo 6e I0a ma Sa mo ro➢ xi mA 0A 66 6S3 663 n 08 ms MR. AIR SPi 1/a' HGT-SiflEM6FNExED G1AS5 l /1 II Z EXTEMOR 1� DSMENSION DTAGRMI 9/16• TIX. GLASS DITE Tw. NwyvN]law/Mu m WiM.W 6^) Nzi61KN n^r .O®NPnssue Wll ]rypL Ty m Q mD m.0 35 ]00 mD xz Iva mn e rov oa sx ]Od raa ® 6] .1 OR fi A 6]A n nz nz 30 1® Od 70.0 36 m0 RO az mo mo Xa my my s6 mA mo Eo W9 6L9 E6 5X0 sa n sB.v xo 3o ssa M.O mO 36 me rod az mo mD a6 my m.o 54 63s RT.s w nz n] 66 30 Im m0 m0 36 ]OA m0 a] 60 ae s6z uz 5$ 51] SL] xi C66 4G6 66 .E3 Q.3 Or. .FAT $TRGGTIIEN® GLISS. YRB TTPVVEOU 3 E BWZFS 8.090- WPoHf BIIfIQIE OR SU[IE� 50WITC SOEIIX WB IIIFERIAYE0. n16TELL. 3BL ' U6• HEAT STREWTHEXEO GLLSs i+ven CQI COIfX[XG 995 STPIKEURLL SIEI6NE SB.L.XT m mBmu YKK Try a•,^+ GLASS TYPE 'A' nL Exux=... XmI.. 1X1[krezz SERVICES. M. Lz• AIR SvatF R-I.iil .LIES.. 1/4- NEAT-STREOMKihF0 iiA - d la ExrERIw jf, � p r.o OP3IONLL lOMIAL XULLIRI 9/M- XIX. 6VSS B[TE TYP. LI xm.a�i Mnvo;�iti.i� wBMaa :_WW04W1� PiislaRNep6.e px _tk n G 66 L 6o m Iv) w�ie` ./a• .FAT 5]RFSGTIHXm GLASS Hl .e-rums B.B]B- SIFLEX PoLYVSBOIIAIF IXEERIAVER - 1/4- NEAT STR ElE1NFNED CORMLYG XXX0.Y $TBLCTIRAL $TLIC69E GLASS TYPE 'B' 1-v1G- wdnat m1<mesz 1/E• 6TR SPPCE 1/4• BEAT STREEWMFIIED ii A L<• MEAT-STOEA+IxfHED 6US5 8.108- mWTIG $RILE. IP PVB M]ERLIYER La' xuT $TREN6FxENEo Gu4 IXM CORHLG 995 la I SiflIKTIR4 $IlI(LXE A AN mERIOR I 9n6' x n. G. BITE TYP. 1 a r Ss GLASS TYPE 'C' : s 5 1-5/06. xmina1 1XSCYness COTE: ALL R.. 1WEs MEEb NOID9A OES.. "MORE 44CORDNG To ASTM EMO-B1 AS NOTED PRESSURE CHARTS VHCSRFT.IN sm. H Hw.e RAME C RN s .E: xrs 1 Stan ar ]am ea 0 FRAME CORD E sue: ms / s td0 df wb15111 —� HEAVY DUTY MULLION r� FRAME CORNER uuE: ins / 2 1 Horizontal71n erme is e 6 e 6 se fa YKK ap AS NOTED FRAME ASSEMBLY Florida Building Code Online J a LE C BCIS Home 1 tag In 1 User Beglsuatlon { Hot Topics Submit Surcharge Stabs & Facts Publlcatons FBC Star i BCIS Site Map; ❑.is 1 Search luct Approval Public user induct Anoroval Menu > Product or Aoollcatlon Search > Application Llat> Application Detail FL # FL8712-RI Application Type Affirmation Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence SCANNED BY St. Lucie County YKK AP America 332 Firetower Road Dublin, GA 31021 (678)838-6000 Ext 6060 miketurner@ykk-api.com Westphal Jim jimwestphal@ykk-api.com Jose I Archila 332 Firetower Road Dublin, GA 31021 josearchlia@ykk-api.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Humayoun Farooq PE-16557 Architectural Testing, Inc. Joseph A Reed, PE `i. Validation Checklist - Hardcopy Received FL8712 R3 C0I 35D Med Stile Outswino ED (NI)- Cert.of Indeo.odf Referenced Standard and Year (of Standard) Standard ASTM E330-02 ASTM E331-00 TAS 201-94 TAS 202-94 TAS 203-94 Year 2002 2000 1994 1994 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsOyHbOrRz4H... 12/8/2010 Florida Building Code Online s Equivalence of Product Standards Certified By Sections from the Code -�iI affirm that there are no :havges in the new Florida Building Code which affect my product(s) and my product(s) arc in compliance with the new Florida Building Code. • _ Documentation from approved Evaluation or Validation Entity -,_ yes .. No -'N/A Product Approval Method Method 1 Option D Date Submitted 12/19/2008 Date Validated 12/19/2008 Date Pending FBC Approval Date Approved 12/25/2008 summary of Products FL # Model, Number or Name Description 8712.1 35DH Series 35DH Aluminum Entrance Doors Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes / Impact Resistant: No Design Pressure: +117.6/-117.6 Other: This application revises and supersedes FL#5851.2. See drawing W07-27 for span vs. load combinations and installation details. Installation Instructions FL8712 RI II 35D Med Stile Outswino ED (NI) W07- 27. df Verified By: Humayoun Farooq PE # 16557 Created by Independent Third Party: Evaluation Reports FLB712 R3 AE 35D Mad Stile Outswing (N1) - PAE.odf Created by independent Third Pa 8712.2 Series'35 Aluminum Outswing Entrance Doer Series 35H Small Missile Impact Resistant Aluminum Outswing Entrance Door. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-90 Other: See drawing W07-29 for span vs. load combinations and installation details. Installation Instructions FL8712 Rl II 35H Alum. Outswing ED (SMiI W07- 29. df Verified By: Humayoun Farooq PE 16557 Created by Independent Third Party: Evaluation Reports FL8712 RS AE 35H Alum Outswing ED (SMI)-PAE.12df Created by Independent Third Pa 8712.3 Series '35H' Aluminum Outswing Entrance Door Series 35H Large and Small Missile Impact Resistance Aluminum Entrance Door, Dry Glazed. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-90 Other: See drawing W07-32 for span vs. load combinations and Installation details. Installation Instructions FL8712 RS II YKK-35H Outswing ED Dry Glazing (LMI) W 7-32 df Verified By: Humayoun Farooq PE 16557 Created by Independent Third Party: Evaluation Reports FL8712 RI AE 06120510 SGP Odf FL8712 RS AE Gaskets2 Door35H.odf FL8712 RI AE YKK-35H Outswing ED Dry Glazing LMI - P E. df Created by Independent Third Party: Bak Next Department of Commun/ry Affairs FloNde aulltliny Code Online Codes and Standards 2555 Shumerd Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (650) 414-6436 © 2000-2010 The state of Flodda. All rights reserved. Privacy Statement I Coovright Statement I A •IbI11N Statement I Sun -In Software I Customer Service Survey I Coned Us http://www.floridabuilding.org/pr/pi _app_dtl.aspx?param=wGEVXQwtDgsOyHbOrRz4H... 12/8/2010 Florida Building Code Online Product Approval Accepts: to ® eZ=ot -® scuri am' wn wntipn •r Ya.alion http://www.floridabuilding.orglprlpr_app_dti.aspx?param=wGEVXQwtDgsOyHbOrRz4H... 12/8/2010 FP.W[ vWTN BL I/£' LL SLWPACE APPLLG Di Or^ YL WYNnNS T OE VS[L 3' 3' A I o I a F I I. 4 Il I j II. (3) A•L'xORS REDO AT TRANSOM ENOS TTP (2) AODL WNCNOflS HE'D FOR avOCO OR ONLY 4 I/V u FIP C D/SB GORNERs _ _ r r 'Z IaI. wx i f z FNAVE 1W0[X ) Q 1 _ ANENCRG AT SENDS _ ] R[CO. Ai tIT YOR Q _ 10J ( AOOL 4 f,l) . R£OO. FOR d `t h WD O'JLN INGrpil.tl]CI1'i a. R v I, 1— I i � i c p _ e 0�dD; i4'z3d 11 $ aoo 'I Von ._o }Z5 �A { XYY n m r _ i ] ' -]• - ) CIS _ _. ..._ 38 T/T6" - _ 3B T/TE' "u z f"".. ,. i 3. p Dt OPD. 0 L OPO. u i/16 s![l 4B 441f. !6' ILVA. _t OL on. 6L OPG. d . NOW iEAs WDTN noN _emu W:DrH � - se' .. 4B . - :EEC -5 TYPICAL ELEVATION -' NGN I woTH NON wOTN tc TYPI Af [FVATION ( XX ) ( O/XX ) ' 35H ALUMINUM OUT'RING ENTLU%LJ LOOP. SEE CHARTS ON SHEET 2 FOR LESION L CAPMOTT OF TESim UNIT _ DCO(iS ARE RATED FOR VRLE IASSllE fNPA`T. LAMINATED (;LABS SOrtAE (2) AND DOUBLE (U) DOORS W/O mAN.SOu. .THESE SNUTPERS ARE NOT REUJIRffD DRY (,'LAZFD FOR DOORS WRN TRANSOM (O/N OR O/U) SEE THIS FRODUCT HAS BEEN DESICNED AND TESTED M COMPLY WCl1 ME- - HORRONTAL I.W W=Ti C[WlIS ON SHEET 3 F.'10Y CCOR CAPALSIY CHAR' REOUIRENEr4TS OF THE FLDRt A BUTS CUOE 2004 WiTION "CLUDING vz .:Ez- oc s :n' =�c: -• . .p w .rtorr. LOWER VALUE RESULIVJO OR NCHRONTAL GPACRY C)NRTS WILL V0.Y. HICN tELOCIIY XURWCAI£ 2G.r (H.'H2). ..-ar[_r. :. wt. .+ -F .c.: r;;.: .wv�2 n:w. t.s>zn + BUCKS BT OTHERS.NVST BE FNCNOREA PROPRLY TO 7R 1`ERLODORS CAN ALSO fit US WITH YHS-50 STOREFRONT EYBTEYLOrDS TO THE SIPUCPURE. - 'u „?;- SEE SwP m APPROVAL FOR THS-50 SFONETNOFtT DESIGN LORD CA rr,. ON DET"t ANCNCFISSTN_EYB o- t a -,•. -' i0R COOKS WIM YHS-SO SIOREFROMP SYLIEM SEE DOOR ENT TO BASE [IATERI& SHAL BE BEYDNO Y4UL DRES_OIG OR SLECO.uULUON GPACTTf CHWHTS ON SHEETS 4 A S. OR LW (NG CONDIMONSNOT BHOYfN IN THESE DETAILSo 4C._W000 'NOHRONTAL THE [OWEST VALUE RESIRi� FRDN DOOR N ON CNJ.ItI. ANCHORONG NOP PIRi OF 4HS APPROVAL ._WILL CNNTT• ODOR C`P CFtt CHART ORARE STRESS [S USED IN DESIGN 0,[INCNORS APPLY TO ENTIRE SYSTEM. -A LOAD WRATION INCREV W PELOWA IYAESNO[J C FOR NSTr TIV S I,HERE WW1ER INTO W000 6NlY.r¢+:USE a [ F"07CT' ,RERISTNNCE RE56T"NCE 6 NO[ R IRED. WS{jN15 MLLLA}NG BN NOT LI"m TO SICfi/NEIN SCJiEWS. TUL COI[C IN[O H^n mmTRITION CONTACT MTH GTHER DfiSdMR NATERVIS $ N2i iNE REDU[RENEMS +.f 1 of �' FGR WSrN.1ra110H5 WHERE Wi[ER IS REDOIRfD OF 2004 FtORIW D^ , CODE SECDON 2W3.B.4. < [ [ v _:eet � G c L r R ANCINORS IEi SEE C AIIONS N?C'➢ 9uL'K fca S, hx NOT M A*o FOR 'Mick RTSi4 F1NFOR SPACING iplCk NMMiRS SIR',ICNHi 3Ht v"•.CC 5V-M GAL U ry SE`CIEV[SIMS I nEN SIPVCILRE 'SK MO I1t . Z ? 3' i !o_-'1 00 a i6' L, Ucr c 1WICM ANEHORS S££ EUVIATVY.S I C 1 REWFORttCHANN EL NEL FOR 5^KsxO a R c SEE C ON SHS 1 ILL S 7 TOR ➢AP/:ITI' j a ri `S ! `w Ll S.,IN As REM. � Ll VW Vg aA `D_V"I TYPICAL ANCHORS -ANCHORS- SEEELEv F➢R sa..7Nc t<rJ� 2E ai 1 /4- TAPCONS INTO 2BY WOOD BUCKS OR 'MOOD STRUCTURES • ___.. 1-1/2- MIN. P[NETRATION IWG 'W000 a THRU ]BY BUCKS INTO CONC, OR MASONRY Yi i�l L-1/4- MIN. EMBED INTO CONC. OR MASONRY r I A DIRECTLY INTO CONC, OR MASONRY 1-1/4' MIN. EMBED INTO WNC. OR MASONRY ' 1, 1/4' DVL TEKS/QRIL—Fl f4 mF-0R IIN G SCREWS " INTO METAL STRUCTURES STEEL : 12 GA MIN. 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