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HomeMy WebLinkAboutProduct Approval MIAMI-RADE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION -r(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miauri(iade.eov/economy Daybar Industries Limited 50 West Drive Brampton, Ontario,Canada L6TZJ4 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described lierein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"LS-18"Outswing Commercial Steel(Galvanneal or Stainless)Doors w/16 ga Frames &w/wo Panic Exit Device-LM Impact APPROVAL DOCUMENT:Drawing No"1210 Rev 1",titled"Double&Single LS 18 Outswing Commercial Galvanneal or Stainless Steel Doors w/Series"AS"16 ga Steel frames",sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc,dated MAR 22,2012,signed and sealed by Walter A.Tillit Jr. ,P.E.,bearing the Miami- Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. FISSILE IMPACT RATING:Large and Small Missile Impact Resistant Limitations: 1.Glazed vision liter are limited per sheet 8. 2. Min edge distance required for ITW 3/16"Tapcon(item#22) is 2-5/8"and for Power 5/16-18 caulk-in anchor is 3-3/4". LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Brampton,Ontario and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no than 1ge in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the-,vords Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA steal I be provide([to the user by the manufacturer or its distributors and shall be available for unspection at the job site at the request of the Building Official. This NOA renews NOA# 12-0216.08 and consists of.this page I and evidence pages E-l,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda,P.E. NOA No.15-0123.02 MIAMMADE COUNTY Expiration Date: April 07,2016 � Approval Date: April 23,2015 1�1t� Page 1 �1 Daybar Industries Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS L ManufactLuer's parts and sections drawings (Submitted under files#12-0216.08/#10-0217.05). 2. Drawing No"1210 Rev 1",titled "Double& Single LS18 Outswing Commercial Galvanneal or Stainless Steel Doors w/Series"AS"16 ga Steel frames", sheets 1 through 3, 3A and 4 thru 19 of 19 prepared by Tilteco Inc, dated MAR 22, 2012, signed and sealed by Walter A. Tillit Jr.,P.E. B. TESTS (Submitted under files#12-0216.08/#10-0217.05/#09-0323,21) Original test conducted per SFBC PA 201,202 and 203-94, now ternied as TAS 201, 202 and 203-94. 1. Test reports on 1)Air Infiltration Test,per FBC, TAS 202-94 (except sp#7 louver) 2) Uniform Static Air Pressure Test, Loading per FISC, TAS 202-94 3)Water Resistant Test,per FBC,TAS 202-94 (except sp#7 louver) 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked-up drawings and installation diagram of outswing steel door,prepared by Hurricane Testing Laboratory,LLC,Test ReportNo.HTL-0279-0719-03 dated 07-16 thru 08-18-2003 for specimen 1,2,3, 7& 7EMB, signed and sealed by Vinu J.Abraham,P.E. Note:The above test report has been revised with addendum letters dated Dec 16.'2004 and a revised marked-up drawing issued on 12-15-2004 by Fenestration testing lab, signed and sealed by Vinu J.Abraham,P.E. C. CALCULATIONS 1, Anchor Verification Calculations, complying w/FBC-2007, dated 02-01-10,prepared by Tilteco, Inc., signed and sealed by Walter A.Tillit Jr., P. E. (Submitted Linder files#12-0216.08/# 10- 0217.05). D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS I, Tensile Test report No. Job#0279-0719-03, dated March 02,2004, issued by Q C Metallurgical, Iuc,per ASTMS-8,signed &sealed by Frank E. Grate,P.E.(transferred from file# 10-0217.05) 2. Notice of Acceptance No. 11-0920.07 issued to Dyplast Product,LLC (Former Apache Products Company) for"EPS-Expanded Polystyrene Insulation",expiring on 01/11/17. 3. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastic(Former G.E.Plastic) for "Lexan Sheet Product",expiring on 07/17/2013. F. STATEMENTS 1. Statement letter of compliance to FBC-2010 and renewal with"No change, dated JAN 14,2015, issued by Tilteco Inc., signed and sealed by Walter A.Tillit Jr., P. E. 2. Statement letter of compliance to FBC-2007, dated January 29,2010, signed and sealed by Walter A. Tillit Jr., P.E. (submitted under File #10-0217.04) 3. Facsimile correspondence dtd Nov. 14,2005 from DAYBAR,requesting substitution of Stainless Steel in iieu of Galvanneal.Steel&BCCO response dated 11/23/05. 4. Statement letter dated April 09, 2015,issued by Certified Testing lab,for re-test contract, signed by Jim Blakely. G. OTHER 1. This NOA,conditionally renews NOA#12-0216.08,for one year, subjected to re-test,until 04/22/16. 2. Manufacturer/Distributor agreement between Daybar Industries Limited, Canada and Daybar Southeast Service Center,Key Largo,USA, signed by Mark Dodson and Bob Wolfe,respective officials of the companies. (Original in file#11-0520.06). L� � l el �„ Ishaq I.Chanda,P.E. Product Control Examiner NOA No.15-0123.02 Expirations Date: April 07,2016 Approval Date: April 23,2015 E-1 GEN•RF A?. NOTES SPECIFICATIONS' 1.DOUBLE&SINGLE SVM.LSI8 FLUSH/EMBOSSED OUTSWING COMMERCIAL STEEL DOOR W/SERIES'AS'FRAME, SHEETS CONTENT: SHOWN ON THIS PRODUCT APPROVAL DOCUMENT(PAD,HAS BEEN VERIFIED FOR CODE COMPLIANCE IN ACCORDANCE WITH THE'2007&'2010 EDITIONS OF THE FLORIDA BUILDING CODE.DOOR MAY BE INSTALLED AT HIGH VELOCITY ' SHEET•#1 INDEX, COVER-SHEET & GENERAL NOTES• HURRICANE ZONES.' DESIGN.WIND.LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 OF THE ABOVE MENTIONED CODES,USING SHEET #2 ASSEMBLY ELEVATIONS No 1, 2, 3. ASCE 7-05 STANDARD FOR INSTALLATIONS UNDER 2007 FOC&ASCE 7-10 FOR INSTALLATIONS UNDER 2010 SHEET #3 ASSEMBLY ELEVATIONS No 7, 7-EMB. FBC AND SHALL NOT EXCEED THE MAXIMUM(ASD,DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,3&3A SHEET 3A MAX.'DESIGN PRESSURE RATING IN ORDER TD VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND WADS DETERMINED PER ASCE 7-10 SHALL N (psf.) SCHEDULE, BE FIRST REDUCED TO AS,D:DESIGN WHO LOADS-BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE SHEET #4 OPTIONAL EMBOSSED DOOR SHEET CONFIGURATIONS. W/MAX.(AS.D,DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,3&sA SHEET #5 HORIZONTAL'SECTIONS A-A & B-B. THIS.DOOR'S ADEQUACY FOR WIND AND IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE SHEET #6'HORIZONTAL SECTIONS C-C & C'-C', AND AS-PER 9UBM ED STRUCTUER RAL COAL Uu o S,PE�RFORL co'AS PER SECTIONS 1812& 018 OF�tHE Fiowon D3 LAS SHEET 07 VERTICAL SECTIONS D-D. E, F, C; H, I AND HORIZONTAL SECTION J-J BUILDING CODE,2007&2010 EDITIONS,RESPECTIVELY. SHEET.#5 DAYBAR &'AIR LOUVERS VISION LITE DETAILS.. 2.ALL COMPONENTS SHALL BE AS SPECIFIED ON APPLICABLE DErNL SHEETS AND AT BILL OF MATERIALS(SHEET 19) SHEET #9 FRAME SECTIONS, & REINFORCINGS DETAILS AND THRESHOLD DETAIL OF THIS DRAYANO, SHEET #10 TYPICAL DOOR SECTION,."Z" ASTRAGAL'& ASA STRIKE REINFORCING 3.COMPLIANCE OF EGRESS/ESCAPE REgUIREMENTS OF THESE DOORS PER FBC TO BE DETERMINED BY BULGING SHEET #11 MULLION INSTALLATION DETAILS, OFFICALS ON A CASE-BY-CASE BASIS. SHEET ()12'.SURFACE BOLT INSTALLATION AND DETAILS. 4,-ALL SCREWS USED FOR ASSEMBLY CONNECTIONS METAL YDR...,. TO DE STA NLESS STEEL 304 OR 318 AIM SERIES OR CORROSION RESISTANT COATED CARBON AS PER OWW 50010 WITH 50 bl YIELD POINT AND 90 MN SHEET �f 13 DOOR TOP AND BOTTOM TYPICAL END CHANNEL DETAIL, TENSRE'STRENGTH&SHALL COMPLY W/FLORIDA eulLDHo CODE SECTION 2411.3.3.4. DOOR SURFACE CLOSER REINFORCEMENT DETAIL S.ALL WELDING TO CONFORM W/AI ER CNN WELDING SOCIETY AWLS 0.1.3 AND D-19.0 REGULATIONS LOTH E00%% DOOR SURFACE CLOSER AND END CHANNEL ASSEMBLY. ELEGTROOES',FOR GALVANNEAL MATERIAL,AND W/AMERICAN WELDINO SOCIETY A.W.S.D.1.6 REGULATIONS W/E-308 SHEET #14 DOOR SNAP IN TOP CAP'DETAILS. ELECTRODES(FU-BOM1a.I,FOR STAINLESS STEEL MATERIAL SHEET #15 HINGE BAR REINFORCING FOR DOOR, 0,ALL ANCHORS FOR DOOR FRAME CONNECTIONS TO EXISTING STRUCTURE SHALL BE AS SPECIFIED ON sHEE 17 OF ANSI #A115,1 #86 MORTISE LOCK/RIM PANIC'REINFORCING THIS DRAWING. DOOR SURFACE BOLT REINFORCING DETAIL. MAXI UM ANCHORS SPACINGS SHALL BE AS PER SCHEDULE ON SHEET 18 AND ELEVATIONS ON SHEETS 2&3 OF THS DRAWING.SEE SHEET 2,3&7 FOR THRESHOLD ANCHORS,AND SHEET It FOR MULLION ANCHORS. ' SHEET #16 #161 CYLINDRICAL LOCK AND DEAD BOLT REINFORCEMENT DETAIL, SHEET #17 ANCHOR DETAILS. 7,PROVIDELM.LOAD BEARING SH W SPACE As INDICATED ON SHEETS S.e,7& IT OF 19. SHEET #1'8ANCHOR SCHEDULE. B:THIS DOOR WILL NOT REOLIIF)E A HURRICANE PJLOTECTION DEVICE. WIRE ANCHOR DETAIL. 9.TINESE DOOR ASSEMBLIES ARE APPROVED FOR WATER AND AIR INFILTRATION AS PER TESTING INDICATED ON NOTE 1, 2 PIECE COMBINATION STUD ANCHOR DETAIL AND SHALL BE LIMITED TO DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2.3&3A EMA BUTTERFLY ANCHOR DETAIL. 10.PROVIDE SPECIFIED SEALANT AT ALL DOOR FRAME.THRESHOLD AND VISION LITE COMPONENTS INDICATED ON SHEET #19 BILL OF MATERIALS. THIS DRAWING. 11.(a)THIS PRODUCT APPROVAL DOCUMENT(PAD.I PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT RROVIDE INFORMATION FOR A SITE SPECIFIC OJE I I.a WHERE THE SITE CONDITI0N5'OEVUTE FROM THE P.A.D. (b)CONTTa(1CTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS PAD.PROVIDED HE/SHE.DOES NOT DEVIATE FROM THE CONDITIONS DEYAILEO ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c)THIS PRODUCT APPROVAL DOCUMENT(PAD.)WILL BE CONSIDERED UNALD(FALTERED BY ANY MEANS. ((d))ORIGINAL PAD SHALL BEAR THE DATE,SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT P1IEPARED 4T. L1111ILNNp IILLIT," ON•DOOR'S HAaUAHUFAGYLRERPLACED LIBEL SHALL DE ENING. AB A REALLY VISIBLE LOCATION. 11 ONE LABEL SHALL BE PLACED FOR EVERY OPENING,LABEL SHALL READ AS FOLLOWS: 1 ..�' =L DAYBAR INDUSTRIES LTD `Yd�� GENSF.,� }A 50 WEST DROVE,BRAMPTON, V ON CANADA,LST 2J4. 8 j NWAI-RADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA HUILGINa CODE(HIGH VELOCITY HURRICANE ZONE) Q Z FLDDUC7 AANLWb 0—__—(go,mAM) DODIBLE&SINOLC SERIES LSID OUTSWINO COMMERCIAL OR_"AM1 ' $ p¢M WITS Oe Pala. FwatI 7YICVAW OALVARNTAL OR STAINLE93'STEEL DOOR It SERIES'AS° A hkwg M..��•AA lI".ft 160AOE OALVAHREAL OR STAINLESS S EEL FRAME IAJAa RUSH EMBOSS D&CLA2ED ASSEMBLIES-LM.. •y, D w�°'C/ 11 AagIR,�M N?L MWIyQAsr "y O ��11! LTpntlr ti }olG ��yyyrA Ta -O'+tb•os �L ECO LMCA. DAYHAR INDUSTRIES LTD uRp�Elx ', SSIDNP�lidjl Mw HwarF TSr IZsnR°a ExwxcrARua COMPANY m n.wac�.."em i iiiiAArA1 w`.'",'P ',�.u'n.",t+`'�¢w� 'rvn} ` 12-010 m,Aoe irwm w . "�`es oo°�iNo�n BaAwxB xo Nrum A b, LIILf 1 01 IR nPRnu Nw""�+a#7a u> F�D, to A QI E,. ,",nn"r np (`AiMiIMI 100'P.R VIOINk I91eM ie' MEX + �00Walk— F4': al(WI Yle LL X9'XAL 1417 VIIM =�a e•MAL OBYI •� MxY. VWIM tl'YAL OOIN•VIl1A• �w PAY.IOOA VIYM 1e'IML emN VWM —/B'X11.100A YNM . 2 � " 1 l8 19 B 9 ©g�21 21 8 2 ]e BS ,Q7 or 9 L9 21 I I 8L Il \�I • Iri .v w � B I4 4 a II• o g u D S ]s 4 �® ' D 9 ar A D A B E18 e B Bg IN 21 2 2l e Tr®�© ®O� (D(&© ®®Q C or Hor C C, 6 e.,e 2 2 .Iv nL x1L 26 2 .la ne xxL 26 2 2 em x'uwc Iu�L PI.1vi. Ii. wi. xis Lm Lm l I i Ijw• INw x',1vy •, Lm L,e Iw u• m' N• Iw Iw e.Ie L D TJ/LmG e»G etcFMRly Y1 ■MTERIfXl.ELEVATIati Act XF BL ul.11 INTFRIt1R EI FVATIONACS NBLYF Hp�Y INTFRIDR FI EVATIGN PAIR TIF CUTS G pGGRS SIR OFfIF OUTSWING p[I[IRS PAIR 11F nUTSWING WARS ypL1 cONmTt[Yv I X00➢STUpS_ ®�TAiI Y20 pI�HORSI VIRE DETA- ATL x21 �NC/lg;•Y Np._YF�THAN•M_AyCRVRY ANCHOR nET Y2P IH2 CARRIA[E B➢LT A(PET.N22A)GR VIYI➢SCRN VON AUPRIN 9B/99L TRI cER1ES RIXRIX EXIT 0 S1.N-p_.RIES C-YLtN➢RICAI OCK A3 tcF.N-B SER(ff„p ALT® 1 nR„ AOI T AT B➢TH-ms HA'•R 11]9➢c IRFAL'�EBOLT,Spy�(TOP L WTiRN)AT en1_L 90x0 SERIES X M/➢cA➢AMT INCI.LAF➢) 4 I/2•HAGER NanEL ADB116H STEEL BUTT HINGE AND 1XMJBIM61 MATER N2_]Sn SURFACE ADLTS (Tap L MTTONI AT TVn pangs PRUUUCI ggh_6 4 I/2•%TANI LY MnnE1 NFHBI6B S_T EL BUTT INCE `M�k�lRl Ot llwlpr VON AUPRIN 9954 R MnVA 1 1 2•ASTRAGAL W/ACA SrRI csE POOR[ORE ITEM I YPANp BPO YSTYRENE OR HONEYCOMB %- RIKE WDR CORF F OpFn POLY TYREMF I1R HONEY[+IMB PAPER LSpnUw -o/N•6 WOR CORE EYPAN➢E➢PD YATYR N DR X➢NEYC➢NA PAPER VIe1nN I IT MOpEI e- -IG RY AIR DINERS,INC.. F1d.LEL VtS10N LITE Ma➢F-.I•,VLF-Ei-1G_9 HY AIR a n,rR_iNr V/I/P•IE96M GLAZING SE N Am 1112 NTNG 8995 VISION IT Mp➢EI VLF-EZ-IG 9 AY AIR LnUVERS,INC. •. -- - - '- GTRIiCI�iRAI cn f nuc E(]•N •nI n1T- IT FYANI'ATIN•c T Dal'CORNING 1995 NARROW IT (Sx n•n,.RI e]m rr__1 - nwr y/12•v 12•NMI NARFO�IllT 1'x10'JII PI.ANO DAYBAR ISIaN LITE NAAROVIITF(1p IB ➢.Ln I.AN➢DAYBAR_VIc10N lT I ••LTH T/R• FNAH A71N IN➢pV C➢RNING N99 -mpt .miiY 1%RT 9/B I S11 A2111•c T 11 •nR11ilIG Y99�' ,S _1•T R. cl iCpNE.V1/B•x 1)1/B•nOOR •ylN�.� kL 14.RLwlp STRLCTIIRAL �•y • -tt1T a IT NARRII 1 3/4•p.L.LY. LU.R.N A-- MAX,ASA INULE PRESSURE RATINGS r.,r nIT NARROI.:ITE 09 3/4.9•+/e n.�). •Aw1Y"er I=E 2 •dI OBITSVWG SINGLE L DOUBLE ODORS V/ MNL aSUA DESIGN PRESSURE RATINGS O7InItMLD.M - VON DUPRIN RIM PANIC DEVICES) MAX ASOE DESIGN PRESSURE RATINGS O]UTSVINa SINGLE DOOR V/TWO SURFACE BmTS )) POSITIVE ♦70 PSF (CUT SINGE DOOR V/TWO SURFACE BOLTS 1.DOUBLE DOORS V/FOUR SURFACE DOLTS) Fww-L NEDATIVE -60 PSF 6 DOUBLE rMRS V/FOUR SURFACE BOLTS) POSITIVE 767 PSF POSITIVE +6S NEGATIVE -6D PSF NEGATIVE 1 ,/'a.R FLORIDA BUILDING CODE(HIGH VELOCITY HURRICANE ZONE) ASSEMBLY ELEVATIONS # 1 2 & 3 . @C" \ ==I= •L( DOURE•YIN9LE SE9IES L51 ^�5WIN0 pG ERC AL �1`1� G SF \ RAI16 ME t VB nAMM[w STET OORX-1 sEAIEi•A 1 'le/AdE GUYANNEAL oR sTARatss s�EEL LAME =•1JAa 'SEE SECTIONS ON SHEETS 5, 6 & 7 3 rlDsx aedssc0 A➢uzio AssEM1UEs-L.M. 01/R/IS IL ECOIea. DAYBAR,INDUSTRIES LTD PATE SEE SHEET 3A FOR MAXIMUM A.S.D. DESIGN PRESSURE RATIN q 3 1� w� fINOAA ENO Ne'RMR COMPANE m.n Rme.Mxrtax. SCHEDULE FOR ASSEMBLY COMBINATIONS, g9D`•FL 10P �Id r. RnbNtPAS"�"P»P:D�" '.,=•o• I2—oia ••,, a�d)t -.,�tgi aaom.odnn, ouvwa x. (0 J/B'Wl%,FRAME V1DTH ' RETAIL 116/4 H 9 -e0 0/0•MAX FRAHE WIDTH ' E4 SIDE •-3S'MAX.DDDR VtDTH-- DETAIL 016/9 '^ .36''6(A%.DOOR WIDTH---• 9 1➢. ,- EA.SIDE MAX-. H vi el owl S ME PERMITTEDORS ppDYiOEDTHUNTING FLANGElWL fLUSN EONTACTVIIDN OF D110RSHLS DN S16CT B/14 39 or 91 A ru { No x 14 d 414 ! 4H 9q W� •� La PRODUCT MLNLNDy t � 3rP. SU � $� -�-Ip �k1`O � "� AWebAcb�ilrMlbQrRrii ('•'— i+i TTp. '9• ,� C,piNm AMQ•Z 6 l6 I 16 Aural (It MAX 2 a 10•oR Mx. HAX' arr STs' Ilyvx, i('ApiL N'A°x. p7s. ASSFHBLY A7 M %TFOIOR FI FVATIn�f)N•�F nnna &u ve.y,•• yp�T[ON V i ncn Hf7T R11LIFT)STRUQTURA EL CHANNEL FRAME JAM R'1/2'FLAT FI AT NFAOKID 3/.•Ma HIN MR V't(M•+<vncuFR R NIlT W/FMA(➢Fi eP�Af Q FRAM"j vE'r D n W I •(a ya?• t y/ nEpD BOLT IBLK ATI SATCHI - ynmt CORE VIE_„-FZ-[f• 9R la6DOCq ppy VISION,LITE • NAw AS,I}.DESIGN PRESSURE RATINGS • .(, PPPP"ll,T�",�'.� fCUTSWING•SINGLE➢GOBS WITHOUT SURFACE BOLT SI ' - ol'V�` Tl r MEGA NEGATIVE +65 PSF PSF ! " MAY A.S,D,DESIGN PRESSURE RATINGS W' . 'GEN$F T� to (GUTSWING'SINGLE BOORS WITMUT SURFACE HGLTS) ;S� it NEGATIVE ♦65 PSF ^r C• FLORIDA BUILDING CGDE(IDGH VELOCITY HURRICANE ZONE) NEGATIVE -53,3 PSF j JpMM dye m(geyq� DOUSIE d 51 0SE SERIES ISTD OUTSN7M0 COYYEpDUI ' 1�Z OALYANNEAL OR 0AMM SR6 0005 W!SERES wA Duftp 4Te ASSEMBLY ELEVATIONS #7 7-EMB � ,D 91.ENDORSED D&01 SMMILSS STEEL FI.Al LBIAG O"•••..,,,0�(N9,.Q\�¢ FLusll ENeasero c Gu'tm AssEDDuc4-L.H. SEE SECTIONS ON SHEET 7 '= �SIONA� PS' �� DAYHAR INDUSTRIES LTD °tJDgE'T "moi//fINtAAPII TESrtNB J EM°IML[A1M0 CBV b MiS E�wwwlb4 •+�• R'.•cP +++�+"'•• uu Ees 0.Yaerm°An res axe-•m+ i'2-01 O — SEE. SHEET 3A FOR MAXIMUM A.S.D. DESIGN PRESSURE RATING ��Me EB-w°esu SCHEDULE FOR ASSEMBLY COMBINATIONS, "IBJ:, P•• ,„��,B i4 MAX. .A.S.,D. DESIGN PRESSURE RATING (psf,) SCHEDULE FOR INSTALLATIONS COMBINING ASSEMBLIES #1 THRU #7-EMB BETWEEN EACH OTHER FOR A GIVEN ANCHOR JAMB TYPE � ITEM (SEE ANCHOR SPECIFICATIONS AT JAMBS ■ ASSEMBLY 01 ASSEMBLY #2. ASSEMBLY 03 ASSEMBLY-•#7 ASSEMBLY #7-EMB SHEET 19) (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 2) (SEE SHEET 3)• (SEE SHEET 3) 6 0,157" DIA.x9 1/2" LONG WIRE ANCHOR (SEE DETAIL 21/17) +70, -65 +65, -65, +65, -65 +65, 753.3', +65, -53.3. 7 2 PIECE COMBINATION STUD.ANCHOR (SEE.DETAIL 20/17) +65, -65 +65) -65 +65, -65• +65; -53.3 +65, -53.3 8 EXISTING-MASONRY ANCHOR & E.M.A. (SEE DETAIL 22/17) +65, -65 +65, -65 +65, -65 +65,.-53.3 +65, -53.3 9 EXISTING WDOD BUCK ANCHOR +65, -65 +65, -65 +65;-65 +45, -53.3 +65, -53.3 W/WOOD SCREW LAG BOLT & E.M.A. (SEE DETAIL 22A/17) EXISTING WOOD BUCK ANCHOR 9A' W/ STEEL CARRIAGE BOLT & E.M.A. (SEE DETAIL 22B/17) +65, -65 +65, -65 +65, -65 +65, -53,3 +65, -53.3 9B CHANNEL IRON THROUGH BOLTING W/3/8" x 3 1/2" +65, -53.3 +65, -53.3 +•65, -53.3 +65, -53.3 +65, -53.3 STEEL FLAT HEAD MACHINE SCREW& E.M.A..(SEE DETAIL 23A/17) 9C CHANNtL IRON W/3/8" STITCH WELD(SEE DETAIL 23B/17) +65, -53.3 +65, -53.3 +65, -53,3 +65, -53.3 +65, -53.3 IN NOTES ON FRAME HEAD REQUIREMENTS PRODucrAmswar �v.xeer YI°rW 1. FOR SINGLE & DOUBLE DOORS INSTALLED AT WOOD FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY ft1dw d. - 2rpL RETAINED BY EXISTING BUILDINGS WOOD HEADER FOLLOWING DETAILS'AS PER SECTION E, SHEET 7. a+L9�OrDD.Fr /� 2. FOR SINGLE & DOUBLE DOORS INSTALLED AT STEEL FRAME BUILDINGS, DOOR HEADS SHALL BE CONTINUOUSLY RT Dw WELDED TO EXISTING BUILDINGS STEEL FRAME HEADER FOLLOWING DETAILS AS PER SECTION H, SHEET 7 &'DETAIL 23D ON SHEET 17. VIUSDUOq f1iVWR0 3. FOR SINGLE & DOUBLE DOORS INSTALLED AT CONCRETE /MASONRY BUILDINGS, DOOR HEADS NEED NOT BE 'yue9a,a,"RD� ATTACHED TO EXISTING BUILDINGS HEADER. APPLICABLE TO SECTIONS D & F, SHEET 7. LLILI .A:T11� APL ��pENSF'•�' x FLORIDA BUILDING CODE(HIGH VELOCITY HURRICANE ZONE) ! ND.44167 *s o>o,. „�„�,,,„,,, DDUDLE&swLE sERIES Ls19 OulsWINO COMMERCIAL 3 ALVANRGL OR STAINLESS STM DOOR W�SERIES'AS clANN�, • 19 OAOE OALYANN[AL'09 9d0lLES9 91EEL FRAME LO/AO RLSH C6,ED&OWED As'SEWLIES-L.M. ul/n'_ 71 ECOiNa. DAYBAR INDUSTRIES LTD �'�"s/O�A����rLLL�rL r q'e nroINEERaWVOm�rown�Mr •00wiuw "'A-1-4- 12-010 ,SII .P�•"+amc,-"'�w'.:.«nxo�m,^�-•v, ,m em ua-aam /�q!Bl m-0awnc onADma x° eu mw ne noww tan"{nay 9xLEr"m.9F Lo MAX. DOOR WIDTH' MAX, DOOR WIDTH (SEE'SHEETS (2 & 3) 23.0 MAX. DOOR 4. MAX, DOOR WIDTH (SEE SHEETS (2 & 3) 40 WIDTH SHEETS 3)0� �-."•I � ��(SEE SHEETS <2 & 3) ' EE R1Q.B75 _1 2 0 ® ® 13.0 U. m 1.969 O'0 37,125 I3.0• IC 11 45,048.0 =[u =N =N N N W N 2 0 LJe I- �3,510 _ ®. ® 130 C3 Q, 0 a= 6.500 A ;l i ? 0W ay f 2 ISOO E W 15,750 20.250 xQ W ® ® .0 N ® ® 13,0 J� •'-�9,0I�-{I9,0� � 13,0 9.0� •� �9,0 � 17,5 • 5,0-I 4- S,0 0 23, II • �9.0�9.OF- MAX. DOOR WIDTH MAX, DOOR WIDTH 5,0- (SEE SHEETS (2 & 3) 1.937 (SEE SHEETS (2 & 3) MAX, DOOR WIDTH MAX. DOOR WIDTH 250 (SEE SHEETS (2 & 3) � (SEE SHEETS (2 6 3) -� 562 71 R30,195 _ I ® 7.0 . Q.0 13.0 ® ® 8.062 1-M ®. ® 1 ©� 1.937 37.0 N 25,5 =N ® ® p =N 19,562 N N F — 1 1,937 65.0 95.500 o w�, Em ti (� o W a ti QWx ® 13,0 N 6 ,500 XLJ ' K 34.562 21.5 0 J� � lvoeVu� 01 15.5A"opf120/ AjH9 ^9,0 �9of�5 -90 9,O - 5, 23 5.0 UPTICNAL EMBOSSED 'DQE@�,� ; SHEET CONFIGURATIONS AORAM BOIWwo CODE(1DOH vEIOOm'HuRalmwE ZONE) \1 M, ✓ 2 mMlt meW Oe:�ggl..xoJ MOM t SIN LL SEMES 010 OVTSWWO CONNEICIAL 12fYN�. ` EN OAWANNm OS STAINLESS STEEL o6on N sESIFS NOTE. rxouuta xadaNae• AJ.y>f \C S�C'.y T� .. iE MO[BAIV/JINEAL OR STAINLESS Sfia vnAUE Lo�wa EMBOSSED DOORS PERMITTE➢ IN ppM'Nd 1M ryNo ` r nusx (M1119m k OLAI[O ASS1]111[[9—L.M. SINGLES & PAIRS LIMITED TO DESIGN A N. t I �0'Q[�1 BY ^ u11}/u �0.�1.... dr� �L E'\r C 1No. DAYBA12'INDUSTRIES LTII 1A[ PRESSURES NOTED FOR EACH ASSEMBLY e1o1[.Ne. pn[[n rsan{ro•rxmxcEwxo cawAxr ee wew,ew...aa Ln �• ,p` •m61..�:uo?r"[rRa�d. "[ 1u�11P1 m,wi-eaw""°,in1"w e[e-1[o, 12»01 0 a1FPalaLAua 11.l07 a 1NRI 4 of IS /0 � i5 SEE SHEET 1i NOTCH THRESHOLD EX'SIDE TO © eb N/➢RUBLE RDW OF LI O •® SU IR JAHDS,SEAL'JOINT WITH HS 11 GE SILICONE 11 CLEAR SEALANT xI/a'SMS SCREWS.E1'FROM• Q EACH END AND 4'O.C. W/® INTERI❑R 6 SURFACE R STRIP D V 1'+ n r 6 CSEE DETAIL 21/17) ' oJzs' '0.125 EXTERN❑R alis' 1 48'MAX.DOOR"WIDTH 4B'MAX,DOOR WIDTH 1 100'MAX,FRAME WIDTH SECTI❑N.A—A SCALES 3/161yl' ' 1/8'MAX.SHIM ,.NOTCH THRESHOLD EA.SIDE TO INTERI❑R SUIT JAMDS,SEAL•'JOD1T WITH 5 W/DOUBLE ROW OF GE SA.ICONE II CLEAR SEALANT I EACH END SMT AND SCREWS O.C,Bt`FROM ®W/(a SURFACE AP (D © (SEE SHEET 10) 6 WEATHER STRIP O ai p PRODUCT R"rV, ckrmib 8<SEE DETAIL 22/v' EXTERI❑R ftk% z O.las' alas was, a EfWnNn� "'Z 6 40'MAX DOOR WIDTH 48'MAX, DOOR WIDTH 'Ml.xio� g 100'MAX,FRAME WIDTH rlwuucTR¢vituru p��xiM lYeRxMA SECTI❑N B-13 cwtw�� '�S ift�ir'O �,V{'-CENS'F S i PLORIDA BUILDING CODE(HIGH VELOCITY HURRICANE ZONE) '* D.44187 WUSLE d WNOtE SERBS Lata MSWM CONNERCIAL awwN 91t GALVANNEAL OR STAINU39 9TCCL DOOP W/3EpR9 AT ' GIVE OALVANNCAL.OR STAINICY!' !PANG to/AD. 'ftU9N SN8085[D d 9tAE 3 ASSiY8t S!R . INDUSTRIES LTDp1oT�TIS �� raar rEsrpa t exmxrcxJxa canry xr w Sra aa,c a wrlm T2-01D ' ��/Y/t/1/IYIOAI rn,tla lMlwsP+olmm °y�a•W (8-Q9all1B Rdtia1 4067 f 1SH[ET 9 9f 19 NOTCH THRESHOLD EA.SIDE TO N�bA INTERT❑R SUIT JAMBS,SEAL JOINT WITH (SEE SHEET 17) EACH END AND4' OF ®W/® ; 1�GE,SILICONESURFACEEAR.SI APPLIED ANT • ] x1J2' SMS SCREWS @1'FROM O ©(SEE SHEET 1W WEATHER STRIP a - a w a • EXTERIOR 7 0.125' 0125— 0.125' (SEE SHEET 17) 48' MAX, DOOR WIDTH 48 MAX. DOOR WIDTH 100' MAX, FRAME WIDTH SECTI❑N C-C 1/4' MAX. SCALE, 3/16'-1' SHIM J 1/8' MAX. NOTCH THRESHOLD EA. SIDE TO kSHLIM SUIT JAMBS,'SEAL JOINT WITH 5 W/DOUBLE ROW OF GE SILICONE II CLEAR SEALANT AEACH END ANI,�4EOG,WS @l' FROM W/® 16 SURFACE APPLIED D(SEE SHEET 10) WEATHER STRIP 21 (21 O m EXTERI❑R 9Q=�7) (SE0.125' 0,125 48' MAX.BOO WIDTH48' MAX, DOOR WIDTH _ R ty (SEE SHEET 17) '100' MAX. FRAME WIDTH ��� A (mt _ E.pWenNe C-0 -0?— AT. OZ. AL`L I ffiffhOX-,�-/ ,0 t 8C- FttMIDA BUILDING CODE(HIGH VELOCITY HURRICANE ZONE) .t 60,44167 DOUBLE It SINOLC•SCR ES 010[)UT3WWG CONNEROIAL t DALVANNCAL Op STIJNLC9�$19 DOOR%SERIES`AS" °MOx Bn 9 �( IS OAOC OALVAN T 011 STAINI[5S 3It SERIES LL•/wa i fU15H WBOSSCO Y OUZCO ABSCNBUES-L,N. IL EC. ENe, DAYBAR INDUSTRIES LTD 01'11112 \,1C D-W FtaDNo CNpW[ERlNO CONfANY Ao bm mmr.wm'mi ,��1 m.Fa u�AiuTA i Awm, 12-010 � �+tr....A•L,/111111 ....".�,'ua'd�.� u, °n,wx°x. tiAtFf EB-m°t�m yQ30,'t{N%I lej SHEET B OF IS POURED NOTCH THRESHOLD EA. SIDE TO MIN, 2-2'x4' W/ DOUBLE ROW OF GqI�1CRETE SUIT JAMBS,SEAL JOINT W4AN L E W1313D PLATE x112••SDS SCREWS 8 I' � R O'D.' HEADER IN MAKr ROM EACH END AND,4'0,C. @3/GE SILICONE II CLEAR SEALQI AT ASSEMBLY Bi 4Z SHIM q ®Wf INTERIOR suRFACE APPLt_ WEATHER STRIP 1/2SN,WALL BOARD ORQ PLYWOOD SHEATHING5 (BEYOND) SEE STRUCTURAL STL DETAIL 23A/17 (��rINTALLATIION S CHANNEL WITH 318• 0B RETAIL 23B/MIN. TMICK VEH 0.25' 36' MAX. DOOR WIDTHSHE£7 40' MAX, FRAME WIDTH QBEYOND wc� ff STRUCTURAL W' SECTION ..A—J MIN.1/4' THICK _ ^+' w '; z N STRUCTURAL MEMBER AT HEADER MUST BE DESIGNED TO. SCALE, 3/16•=P CARRY 174 OFT 6 BE REVIEWED BY BUILDING OFFICIAL POURED CONCRETE' ¢ RE0'D.. of CONTI UES SAME ftllloR AS SECTION G 2 := {AT BOTTOM) SrCIIIIN E 20 20 1 OD 2 + 20 OG •.,.'� SCALE,3/16'-1' ac o STRUCTURAL x1-1�2' DE ¢ STEEL CHANNEL OLTS !:. w N1N,1/4•THICD SEE CK ■ oe _,_T X m 9C DETAIL w yI 16 µw� BIO-24x1-1/2' w 23B/17 "x k THRU-BOLTS w l6 LOOR @ POURED @ IO,:E POURED 21 LINE X . MAX. CONCRETE MAX CONCRETE SECTION F w REQUIRED REQUIRED 'SECTION G SECTION I ,gym"��^�°� �� �� POURED 3> 29 GE SILICONE It ':+~ CONCRETE @ !0' CLEAR SEALANT k;-, �-/ ¢1° REO•U .C. MAX. '�-"�Yt6Z '^,•': AplS ,.......„y✓,off. �i�tk DTiifi�Sr�v��"'�"'rY SECTIQN D—D4, 0 �•t�� °E s 'S t PLORIOA BUILDING CODE( SSN DOOR DOES LA NEED MULLION D,g4167. ®YO�i.Y26C DDUelE kSDiD SR1E94710 DDiSWDIO COMYEflA °WNN 66 1. Tf.N ONTO REINFINF HIGH VELOCITY HURRICANE ZONE) ORCED .IAMB ' DALVAIlLiLAI-4 STANLLSS STUX DDDR K(9C°ICB'A Y 10 DADL DAWANNEAL OR STADGLLS STELE rRANL Mj" SCALE,3/16•-1' CO TINUES SAME 8 t rwtx aDDsstD a DuxLD AssLllo-L.M. AS SECTION t 7r E�. EGOiNa. DAYBAR INDUSTRIES LTD 01o�iE" (AT BOTTOM) �FS'•r•"" 614AA eoxw-.w n.°ww 1 muT mnND•4 eruwLCPuro caNPAnr SECTION H ,SiONAw±AOA "S«: Af,DA " u3axt in•IwtC OSm`.m tw.wl 12'010 !e-(gDIr,P W{fafA nut X P.L SCALE,3%36'=1' tta-w sAr/t.mr "0°'O1 sxm t Ax w .623 8 7 � R.046 MATERIAL SPECIFICATIONS: 6 SCREWS 20 GAGE CRS FRAME W/A MINERAL i.835 DETAIL D DETAIL D DETAIL DlDl v• , PER LITE BRONZE BAKED ON POWDER COAT. O.S.DIM ( 2.20 623 ,395 .623 .097 .097jN"� ry i ( 29 CONT. 19 1.75 f1/2a THICK GE SILICONE II DON, 20 GAGE n�i. SABIC LEXAN CLEAR SEALANT Lon'. m En SHEET ' ALL AROUN u^ D c n 9T . EXTERIOR `D ( EACH SIDE fq 70 40 3/8"THICK O fn N SABIC LEXAN SHEEP Im n r N 7" :x 22° KIT ELEVATION O '' sn 063063 1.757 0 0 132 8 DO I.S.DIM 1.75 IIT" 0 121/2'THICK #8X7/8a F,H \1 0 DOOR 10 PHILLIPS 29 CONT, � DOOR 8 SCREWS SABIC LEXAN .63 EXTERIOR GE SILICONE II CUTOUT PER LITE SHEET HDSMS 06 .CLEAR SEALANT INTERIOR _ _a PER KIT ELEVATION ALL AROUND SEE ELEVATION FOR MAX. FF 'gyp 30 995 DOW I/2' SADIC LEXAN EXTERIOR wm A.S.D.DESIGN PRESSURE CORNING STRUCTURAL GLAZING DETAIL iv N O ^ SILICONE SEALANT, �nnou � RATING 4N SHEET 2&3 ^i 1/2"x 5/8"20 GA. ALL AROUND EACH SIDE W.na z a2 GALVANIZED COLD ROLLED 0 url„ne. STEEL GLASS STOP l_ .qlv SEE ELEVATION FOR MAX. ej r ti 6 L_�---L--: M A.S.D.DESIGN PRESSURE °1 Bidr 1/211 x 5/8”20 GA. °� RATING ON SHEET 2&3 GALVANIZED COLD ROLLED c z 3 3j aiOaucvnavuee STEEL GfA2ING BEAD p 12' 2j_12' KIT — ELEVATION 3/8°SABIC LEXAN CC' VLF—EZ—IG VISION LITES 30 995 DOW CORNING Mr>rrlaiXAN—GLAZED 'STRUCTURALSILICONE 3/8' LEXAN GLAZED' ,�� $�faA D BY AIR LOUVERS, INC, SEALANT,ALL AROUND VISION LITE '+ GEA1.... rv' blawDA BUILDING CODE(I}IGH VELOWY,HURRICANE ZONE) EACH SIDE o C`' � o„nnvwvaw.uau..I t mxotE stwEs u,a°uTs>»ae COUMERCIAL MANUFACTURED $ NC'4A18� °1u9°vsSNriN£un nutcss BY DAYBAR INDUSTRIES, LTDI i vx6° ismrux°E°EasRs ws�sa�PcAs4�E� Y IILtIE4 ASSENBU Ltd. • ¢ IM. EC.O' DAYDAR.INDUSTRIES LTD adTE 12-010 3/80 GE LEXAN GLAZING DETAIL ,sf�ua L „{ • 1!>�'„Da1.� ,ypylOj uq,/,116,E �Ilm Bate I ;, •aawvsa 'rales Isco IT. .,k�' _ rem° �a�f' aoro oasoo 1. °• .Q MATERIAL. e y� anaao GAUGE 12 MINIMUM(4;497 Y23 "� LOCATION THICK)GALVANNEAL OR STAINLESS STEEL 04t0Q AT FRAME ATTACHED W/(2) LONG MIC WELDS ONE/END, n (1 $URFAGE STRIKE REINFORCING abm0 1 oars° ° ' rg} Dust Box art E°a d' �j MATERIAL, 1 rrLLER CLIP 01 0 la)°c I2 GAUGE 'MATERIAL. MINIMUM'STEEL 8 GAUGE STEEL1:598 GALVANNEAL OR 2"PA'L'O SxDYN GALVANNEAL OR STAINLESS STEEL STANDARD STpiNLESS•STEEL 4 7/8' STRNE I C41 4 1/2r FRAME ODR HIN+F REIN�r'RQEMENT Fn FRAME �— REINFORCING DETAIL DETAIL (� L979D. 4750 ATTACHED W/(4)3/16'D PROJECTION VCLDS. C37'JD f.9o°° E•PACE SNDVN Y• L DIE MITERED CORNER CONT. STANDARD Dow OFrSET WELDED INSIDE FACES & ' are)s AT RETURNS 14075PRCDOCI Asryagyp 2,CAULK COMPLE INSIDE : 2 dWP4EgnN60Dlk°rdr CORNER WITH GE SILICONE 11 p AeuN.MmoNeo - Z .0�., iC.pnna a+no � +.876 1__ 0.43;. , 'DETAIL 16 MATERIAIU - a75D SCREW MA GAUGE 16 TYPICAL WELDED CORNER GALVANNEAL MINIMUM (.458) DEAD LOCK,SM TAx STAINLESS STEEL 14 GA (0.074) MIN GALVANNEAL OR STAINLESS STEEL ATTACHED TO STRIKE JAMB W/(3)i/8.0 ruooucraevlua (J1 TYPICAL JAMB & HEAD SECTION PRUJECTIGN VELDS. arES LSDD 1�A IIPTIONAL HEAD SECTION Mia )DMM�1 2 'aS FRAME SECTIONS A ' 7M FORCI G DETAILS (l� EXTRUDED ALUMINUM y��,`c s FLARIDA BUILDING COOE(HIGH VELOCITY HURRICANE ZONE)[ j a� v F a..--WDwu so Do 4 D{E SWEs Ls/°Curs wo CARNERMAL YANREAL SrAIMPE S1EEL 4gtT/EESLERffs As Ditcd4t m. RESHpLD NGP #950NA 0.A416? 3 'nv°As°En�earA1•oLR.uDASSEYeL E6 rRLANNE L0JA0' a �C. iC+OiNo. DAYDAR INDUSTRIES LTO °toaie17 rlillf rrSrlNa rNCWrIx/Na NRMIIr DD.m®N<W4Iia1, -1 n 12-01U ••• z �6 1,e A-°.m mowoeA DRnmxo x. z SfONAl:�77P1 au+mmAaoonr.Aa nr. .+wane 'm_Ea'RA'{+7rr3 sxttr s Dr is L— W/® DOOR FRONT OR 2 W/ 3.0 . W/ (2)#14x1' TERI WIDE SIDE H'SDS SPACED 0�s62 TERIO ' AS PER ISODETAIL .1710 DETAIL LL673 1.75 1,15 ➢ETATL 6 109 GASKET NG# ' I SKET1/16' x #10 N ERIOR —I 0,027 �—� INTERIOR DOOR'BACK OR NARROW SIDE BOTH DOOR EDGES tlATERTAIi L�CKSEAM FILLED WITH 6,0 . 1-1/8'X2-3/4' DEAD .SEE BILL OF HELMIPRENE#'C0323-1 BOLT STRIKE 1/8' IN P. BEVEL MATERIAL SECTION THRU ASTRAGAL ADHESIVE AL,—SECRT 114.DDD AT D❑UBLE'DO❑R TYPICAL CRSS SECTION 12.D THRU DQQR ' 4-7/8' STRIKE 0,593-I�--•i 0 0.032 o P (2) 1114X1' U25 SDS (TYP: i...' 8.875 5.594 3I2GA, GALVANEAL2.440 OR STAINLESS3.375 4,875 O.a3e STEELASA IILSTRIKE REINFORCEMENT17.0 3x3/8'PROJECTION ENTWELD EACH SIDE-24 1250 A,.,w•.°.nt°/(=o/=D A,prnto°IttmFOR STRIKE3.0 0.312 ® 'Z° ASTRAGAL ISOMETRIC 12 GAGE GALVANNEAL.''SjEEL bR STAINLESS STEEL DETAIL ASA 1299 Srf2IKE ��� MATERIAL. REINFORCEMENT'FOR• ASTRAGAL ""' "°'°"" A1t)t�tND,jnn�(/T twumE a vxatE sEaE o TsrxN3 c " AE 0.075' THICK �- P GALVANNEAL STEEL OR STAINLESS BUf NG DE e(111GH VELOM HURMCAN E ZONE) STEEL 40. STEM NMR W wuwn •As ++ 1 1S CADE OALVANN[AL OR STAINLESS SUEL rRAME °t.0✓AG MISx MSPSSm tr OIAYW ASSEYSllE3-LM. DAYBAR INDUSTRIES LTD °'DATE t'< 0 10.: t ens nwr mnxa r riot x°.roxr�xr m�wr a m t� (:iefi%F°.�. C" u� 12—oto At 'or .°m .vi osArnx° . •.nnrnnrr aarw A a.ac . or to 20 FITTING .. t (e)1/S•-2o EXTERIOR. (4>4/16'-ioEVS ®l MACHINE TN�CHtGtUtTTS COYER HEAD U)S/16•m s.Ds SCREWS TO HEADQ ' S/e•xT!x4l i$'S� r 1,.. y F,. MILD STEEL ; COVER 1 I (!)WAD 3.0 __ __ __ - L 3A ; WELDED • II� FITTING STEEL ` Is EXTERIOR i FOR /t) Q1 HEA' 3•S I NUL ION FITTING 06eO FITTING n�.-i srem 1I�t IS MSI 1.]ON BODY I5 5 r ' 18620 TOP NULitD A 590 GR GiTAOC D n STEEL. FtrrlHc STEEL CONNECTION AT ,j[7P (PLAN) SECTION E%TERIOR EXTERIOR �ry is EXTERIOR V♦ A MACHINE SCREWS r--•��---� B NERD 6 FLOOR I I 10628 BOTTOM MULLION FITTING 1 STEEL Ls `r rM1 r •` 30 I 6 11- aG (A)3/16•Al 9/16' 8.o POVER FASTENERS t 1 MOLLOW Sr FITTING DROPIN ANCHORS POURCO �'e 6 NEI0620 FtTTIN 3.5 CONCRETE Q.0 @- 3.5 REOUIRCG ISOMETRIC OMTc MY THRESHOLD X81 I FASTENERS CALK-IN AN s W/V MIN.EMBEDMENT IANH CONNFCTION AT BOTTOM (PLAN) SECTION GRSIjET NG1361/o'x3/0•APPLIEDO TO BULLIONDROP IN ANCHOR FROODCT JUDGI M MmupglgLxtlb O rWiM O.arrM ISS F6NN1, 10620 BOTTOM MULLION LTOInM91 U14�'• 3.500 ttAPi+rM WiS -Y' at' r�L ' FITTING STEEL OTCH OT NG ON rlmETffy FIT IiAC S --- FLORIDA BUNom CODE(ROH VEIAITY HUoRanR•IHC ANE ZONE) I v-• mu nvm w o>�Am+wl DOUBLE A SINGLE SERES L516 OUTSWING WOVE AL EXTERIOR Q5 VON DUPRIN SERIES 9954 ' �a'4416 ( i1 a L�- 'Is R OR `%u'E 6L AO. C 499 S RIK LATE) Twex ILB854[O At OIASG b1EWBUEB-L0• �' �� (L ECOINa. DAYHAR INDUSTRIES LTD OIGAT61; MUL�IONinoOR SEAL MULLION INSTALLATION NLL am O7ib.F M fNMd COMPANY Agr. D�9N 's. .........D ..•�ytpp "11xwx«'S + 12-010 pNAE��\dlLl ' o-ap9e Gwx NB xa • M!//fll/llllll SRLRNA DD((N(i.P.L fLWml(k.(HfOF sNt[/ .,,B SEE SURFACE BOLT ENGAGEMENT DETAIL EXTERIOR ' 21IN Q ar• A ' 1 ar IA Si f.;V2„`i' if`;y�+`y'•,; '£''%ii£',w'1.'• >t s 010-24 X 1-1/2 .r A w - LILTS SEE DETAIL 'A' 9tP• 1_.,J . .., 31 N�s� DETAIL 'A' 2 7 �"f ® EXTERIOR :,.S::fV,;�36.,: ::R>t�* ''$':Y:q t. £i'.<'• .S= t. <' }fit.. TYf'IGAL SURFACE BOLT ENGAGEMENT L#10- IS DETAIL 9T HEAD & SILL LILTS Paonun RENmlon 21 a.moPyl.ErnstdEpWBE emwc..a. 16 010-24x1 1/2' THRU BOLT SEE SURFACE BOLT ----�' Dr ENGAGEMENT DETAIL SURFA E BOLT INSTALLATION : . . AT DGGR W/ ASTRAGAL (INTERIOR VIEW) ,. 'd.'..E•' �y�jyEM419.P.rtl. NDTEi I' Max. SURFACE BOLT _ 1'-�I':�.='��.• MANUFACTURER-HALER POURED MODEL. 0275D T- a a0••• DNCRETE MATERIAL-STEEL I U a �F•MAx• REQUIRED FINISH-US26D c"y,�'gtp i / r BOLT T]PIGAL SECTION 3'��{t,� y•' ; o ouw00 ownwm FLORIDA Aa BUILDING CODE(MGH V H UR RICADEAEM ZOnN E) SuoEswn• Ee ro I—Er1. 21 8 #275D HAGER SURFACE BOLT ` E(No.4487 AVANG0SiIJNIdS "1ml WaEAME” 11 DILE DLLVANNEAL•% .AsYUE9-Lu.FIVSNEMSSED k N_ t IL ECOENa: DAYDAR'INDUSTRIES LTD a1o17E1R ' r' Ep ..mor 1<SRrN a rNmxtcRi a coaPANr w sm mmr.roams. 12-010 ���d0 "1`".."�'�r�✓-�.`."°E�°vri'rl:.inr. m.o.m-.w�}�m'w".n-.m. 1 iii1,.. 11111 a010. E binYn' �• eMHtNO a. n'1.8+11 . 1¢um1 w�r.PL ra.me exEn E2 te'10 /LppW W IIIeJ 0.5625 VARIES WITH DOOR WIDTH 0.0570 MIN. .. 0.5625 L TYP, Sam- 1/910 FDR' SPOT WELDS3-0.3125 X 0.9750 r�L0125 <rYP.> ELEVATION ORROUND a00o0 0,9760 0000 TYP 0.5625 TY.P° 1.0000 _m II. zl w T--ao000 VfyTSpon 2.0000 yp�fp F MACE ASTEN NG SLOTS PLAfi� 1 2.2500 TYP. 5.0000 2b DOOR TOP AND DOTTOM TYPICAL END CHANNEL DETAIL NATFk[At ' GAUGE IEGALVANNEAL STEEL O5A STAINLESSSTEEL -2,6250 0,2500 0.750 016250 7500 0,7500 "` a osoop 16,25 �1 PLAN DDDR TOP EFlD CHANNEL H nvl�a ynee A—vc—�Oro rf-.o.lz o2 T---r -�� S�,s MLml Drd' u�ef Slnw�i� \ �\ L� rDODUt7KrV1fiRr1 SCI R nAluxm.a DOOR SURFACE CLOSER \\\ \ £D:uUi_ '� 3 VIEW .�,„ HATFRiA� �. TO FDOOR NAT TOP!EDGE \ \ \ c~ 14 GAUGE(0.074) LAMINATED To EACH FACE OF DOt'R .�iEs AW. ` NINIMUM GALVANNEAL DR STAINLESS STEEL W/CONTACT EDGE AVE 1HEiN1DOCH 9326-0 �+Y�xl �` \\ AT HINGE EDGE AND TDP END CHANNEL \ \ 0 25 DOOR rySURFACE CLOSER �^. . iLJRCE MENT DETAIL RORIDA BUILDING CODE(HIGH VELOCITY ++++y��Vr•���•�ENS•F•..'�V9�L sl HURRIC AONEwxZONE) C.I.mw DMIRE a SINWZ SERIES LSI6 GUTSMHOCORERCIAL uamlcaaow+»aiiMSfIU-AS DOOR SURFACE CLOSES 8, - ADS%[RossoDES EREoa - LD CHANNEL ASSEMBLY "� IL ECO.,Na. BAYBAR INDUSTRIES LTD o.,E 9 . mur rra :VN cffiw mu.1, ea nn cans.xuwmt n°m"'•1+� E:i-a ."�i i(i-i1c2"" OtO 12- owrwD xa M S+ ;.�yCpl ,3 IEkrn,E x rz • arm - CHANNEL ut TOP CAP m . DETAIL A •--• o Z 1.65U' \0 o h Ci DETAIL A ASSEMBLY (I,SClh1TRIC) SNAP IN CHANNEL '<SNAP IN CHANNEL WITH TOP CAP) p 35,750' TOP PLATE FOR 36' DOOR WIDTH j� 47.750' TOP PLATE FOR 48' DOOR WIDTH r�S �-{�^3• (VARIES WITH DOOR WIDTH) it 34.125' SNAP IN CHANNEL FOR 36DOOR WIDTH 46,125' SNAP IN CHANNEL FOR 48' DOOR WIDTH CHANNEL AND CAP PLATE ARE RESISTANCE SPOTWELDED EXACT 35.750' FOR 36'-DOOR WIDTH ON COMMON CENTER LINE. EXACT 47.750' FOR 48' DOOR WIDTH (4 — 5 PLACES) (VARIES WITH DOOR WIDTH) TOP CAP PaooYCl aiasyP� STANDARD TOP CAP 0.7500• � E ",""ate .WY>tUCE aEY,YR4 CHANNEL VIEW A^\Mwa� E^ a..ro.r► Zia 28 DOOR SNAPR, IN TOP CAP DETAIL MATERIAL,80.GA GALVANNEAL STEEL ASTM A-693, A1I� �D�• ' « A-60 IDE STAINLESS STEEL FOR BOTN PIECES. IECE \t Q�;.•'•• •• ' ✓'� 14.ORIQA BUILDING CODE(Him VELOCITY HURRICANE ZONE) \\1� JEW, ®mn m[m wC;aatwaam} CIOUCLE•G SVKML SERIES U16 CUISWIRyBF�CONYERCt j GALVANNEAL OR STAINLESS STEEL DOOR Sl SESIE9'A? h'' INSTALLATION OPTIONS. N0,441,67 1°DACE OALVANNCAT OR STAINLESS STEEL RIIE,YE LC./AC Z FitSO??Ot FO ASSEYOUE9 W CAULK AND.PRESSFIr �-'' - A �1+ �S•rr O tec. DAYBAR'INDUSTRIES LTD- 01osii'? (B)CAULK,PRESSFIT AND TACK VELD \\ rr rasaN°a cxmxEESIm cam„�• L d• xipoq+S7-.��� x�1, wrot•rm-a000lSx`ro.ruwmt i2—Of0 ONAL int+ "m A-41 n At'�HunNI1' naso HIQ -R t 14 Of I° �--3.500-{ VIEW% 1.188 � 8-0.200 0313 2.108--•{. I . L f ( m o •.. 'I 0.625 d w 0.f34 � O I 11' Ob88' - - I II 812-24 I 03 0 SCREW .(3)PROJECTION TIOh ECI I DOOR. EDGE WELDSTI1 D.uo o MOUING TAB R NTI to 14 GA (0,074) MIN GALVANNEAL STEEL OR STAINLESS STEEL I I o- IL343 I I ) M GAGE 14 (0.074) MINIMUM I RP REINFORCING SAME AS 086. I O LESS LOCK CLIP &'MOUNTING TABS, GLUE W /CONTACT ,ADHESIVE TO DOOR FACE �y i.687--� �po N LOCK.CLIP-18GA(0,045)' �g"+' 0.8715 - MIN, ONLY VALID FOR - ASSEMBLY WHERE 1'6870, APPLICABLE VTCS,/ V 3D VIEW �i!-�_f3. 0875 ELEVATION f.eso d N 1.687 �4.750� d MATERIALI it li 4 112' HINGE BAR 14 GAUGE (0.074) MINIMUM 1 GALVANNEAL STEEL OR STAINLESS REINFORCING FOR DOOR m STEEL,GLUED TO DOOR AT HEAD & 0313 , SILL USING HEMILDOND 8320-1 MATERIAL, CONTACT ADHESIVE, 8 GAUGE GALVANNEAL STEEL OR tA63 - s � STAINLESS STEEL L�—•--asoo——.� 1 DOOR SURFACE �[ILT REINFORCING ueo�pble9xl4WfbeW �rWbt�sxhl aw mew PLAN DETAIL ,✓ z.z xX > z a£ MATERIAL+ '6xgnN�°.rr ,4 ALL GALVANNEAL STEEL OR STAINLESS STEEL r)u +'4t' in.d1164 �3 N 5, 6 Ott P � LOCK /RIM PANIC 21 REINFORCING �4t r'., tC'��`=yyy FLORM BUILOINQ CODE(IDOM VELOCNY-I{URRICANE TAME) g ®n+1¢tua ml.(°enm,cl 00tieLE i SIN YEPoE9.18 00mxiN0 GONNERGIAE OIYWN 0°• YYY 'rp.44,u�' YANNGLL 0R y!7TAINLl��99 S1LlL OdOX W ![ql[9"A9 *` I!OAGC pALYANNCAL°R 9YA0t1l5!'l�CL iRANE t-�J/.A ti ` 55I 6t803S40 Y OfASk9 ASSTAieUCB-LY. mur rEsnx°t crcaauRrna cawaxr DU$TRIES LTD nu t iL ECd�Na DAYBAR I m.� t "`'I•::, 6�t�� """M':..;i�., 1�,.'7:"P+�w, ,+u mlln-n'e'�tma'1ttw�u-Im. :c`4glONALti�t+At d� � m� 12-Ot0 M ijlei Oat$5 ar t0 2.365 2.64 � a \0.20 N 0,66 0 0.390 0 !! cq � ( o o cq CU o o ``(� �O N t cu co + .i o - REINFO CING Rg25 _IL LOOP BARREL' SUPPORT oo BARREL MAT:'0.035 SATIN COAT o SUPPORTSTEEL OR STAINLESS STEEL REIN!❑R'CING LOOP co 2,632 MAT: 0.035 SATIN COAT cP7u I STEEL OR STAINLESS STEEL. a —� o 0 --VIEW Xco , cMv g3ti� TO SUIT 8/32UNC d THREAD (4) 1/16'0 VIEW �uoAvcrwvl¢cq #161 EDGE REINFORCING PROJECTION MAT: 0.078 SATINCOAT STEEL OR WELDS rrz o 1,909 STAINLESS STEEL 2,632 #161 E4 #161 '•CYLINDRICAL LOCK AND DEAD B❑L`T REINFQRCEMENT DETAIL CD t 'y�,d'�%QS AJTIL(jjvz gtORIDA BULDINO Mg(MO"VaWTY HUMCME ZONE) / AA ® OOLLVANNEAL OR STAINLESS STEEL ODOOA W}{/EE9�ESEpIES SECTION THROUGH Np B7 ? /y FW M,Ov f9�ETI k A93 DUE$ !BLAME tAJA0. S ( Lt rrMYtN'ax DAYwAim."die-wm`" k. ww TD EDGE REINFORCING 3b a a,� MGI A ry+ANUR6[AYO CGYI � oM twTl cZES "A ,be tz-oLo SN[cT IA w 19 CONCRETE BLOCK POURED CONCRETE OR REQUIRED TO BE WOOD DOUBLE'VXF WOAD STUDS 'REDIARM TO BE WOOD DOUBLE 2h8'WOOD STUDS WALL REO'D GROUTED CONCRETE W/O-0.55' NAILED TO SHEATHING REO'0. W/D=0.89 NAILED Tp SHEATHING REO'D. BLOCK WALL REO'0. MAX.L/9' (SPECIAL CDAYTSY) MAX,1/g' (SPE`CtFA,GR54 MAX.1/4' '� SHIM SPACE SHIM SPACE - SHIM SPACE 4' 4 JAMB� a. 8 (SEE SHEET 18) + (SEE SHEET IB) (SEE SHEET t9} 1.5000 "d GROUT EQ.1. Ea. 4 O O SPOT - sFQr —'— SPOT •;a• I WELDS WEDS. a WELDS a f A. -4 3'MIN Eo• E�• 1 : ,JAMB CONTINUOUS �✓ JAMB CONTINUOUS CAULK 11 e 41 SIDES(n?.)) ` CONTIMIDUs CAULK BOT;n.m. (T",. 57pEs(TYP.) o MORTAR 2 MIN Boni 1/ • DTH'SIDES(TVP.} 3' 3' 4'HIN---) JOINT 8 1 a"x B'FLAT HEAD STEEL 3/B'X 6'WOOD 3/9'-16 X 6'STEEL SLEEVE ANCLtOk CREW lAG DOLT RIAGE DOLT B MASONRY WIRE ANfcFiORS IN HOR2.MORTAR W/NUT AND'WASHER. tlINTs;FILL JALIBS61 .,WITH GROUT PER W/2 1/4'MIN.EMBEDMENT, j, ASTM 0476 W/-MIN.COMPRESSION STRENGTH �Jii,,+a •DETAIL #2214 OF 2.5 Kat(SEE SHEET LB) DETAILTTP2 ° DETAIL #22B INCTA ATT❑N OF 3'/8 � LAC DETA-IL #21 INSTAL N .AM SCREW G TO WQQD• FRAMEWALLS CARRIAM WIRE ANCH❑RQ T❑ W❑OD'FRAME WA LLSj INSTALLATION TO• MASONRY WALLS MAX 1/4' 20 ALL AROUND - MASONRY WALLS SHIM SPACE gQ FACE 5 AND OE S CONE U MIN,DOODLE B"x4'Wp00 STRUCTURAL STEM 1/B 3/8"-12"O.C. IN BETWEEN STUDS REDID W/O.0.55 CHARNEL,W/MIN. ALL AROUND (SPECIAL CRAYTIY) 3/8°THICK WEB JAMB OR 875 •460 B�1 HEAD Q AMB 9B SPOT #RODUCFRaeoaaF WELDS STRUCTURAL STEfl. m ISTALIAt10MO CHANNEL,W/MN.t/4'THICK WE8OtiON QF 12'0.r E•WaRoo6 ADDInONALLY,(SEE SHEET 18) I AT HEAD !/ QO BE:SILICONE 11 5.6250 IT ALL AROUND DETAIL #23B °YQYDLv itRVlRvi =0.625 DETAIL #23A Iff ST LLAT]j CF JAMB(�I �. M4!M •BA u.FT„xL, 75D ' F.R M,$; T(3STEEL CHANNEL INST&LATIUN /80 e tel• CHANNEL THRU WELDIN[ 9�L fMM �J u It CLIPIN STUD (<)08 W/1••1/4`MIM. (SCE SHEET 15) 'N.� . THREADED PENETRATION CUPIN SND SEE S yg{•7EET IS FLORIDA BUI}DM CODE(HIGH VELOCITY HURRICANE ZONE) F.H.WOOD SCREWS ANCHOR AA� �'`G NS •C ' V E••'' pat/aaaA xR Dxuxa.a l DDUSLE C SINGLE SERIES ISIS OUT$YMG COM.ERCIAL PER APICHOR (SEE SHEET 7B) �� 1s VANAUL DR STAINLESS MCC DOOR W S"R •AS 4MNN OYI • 1/2'MIN.GYPSUM WALL a "NO.A4i67 t 7 to BADE QALYANNEAL OR STAa{tCS4 SEL TRANE LO✓A6 BOARD OR PLYWOOD FWsx EMBOSSED k OIAZED ASSEUBLIES-LM. SHEATHING(TYPJm/n/la DETAIL #RO DAYDAR INDUSTRIES LTD OAtL INSIALLAI10 OF 2 PIECE C❑ ❑ � nuFc 4 r. Earxocoun v 'oi mt onRelraw X12-010 STUD ANCH❑R 7 INT❑ W❑❑D FRAME WALLS �iiryA}yfl+" IlOaA11/a�1114i Fxur li W IS •. Qrf•��• (2) 1/9.0 SPOT WELDING HOLES /f 01$8 S lzo C A <- 0.457 LEAF TO SNAPANOTHER PIECEz000LEAF TO SNAPANOTHER PIECE ib .3/32 x l/a HOLES A TO PERMIT SNAPTO ANOTHER PIECE 2.600.----jrT UiJs ti ��Yf/ �y6 [250 Ic'SO ti 0 0p. WIR ANCHOR 6.750 EMA BUTIFRFLY ANCHOR (PART #PTI X08) STEEL PARE'ANCHORS /i8 , h FOR DETAILS.22/17. 22A/1722B/17 & 23A/17 (0.157.OTA, 9 1/2"LONG) IN HORPL• � � MATERIAL-18 GA SATIN COAT Fu Min.-95.9 Ksl,F7 Mln.e40,2 Ksl v~i, 7Q? P- TECE tlMBI TI ON STUD raooucL �+�nuwwevlcua a torr MH n N°As ANCHOR,FOR BETAj #20117o" ammPro„B! A,dM,'Pan.,,J J6•aS (AIMN STUD ANCHOR ACATERWi ArteNP.NeND - ?.pZ GAUGE 26(0.075)ASTM A-657, a,DrmtD.n.w AMBO OALVHINEALEO STEEL• �qN ' llUpnufira... Mi°�Pn,a, Idnae n ,,+1` enA.Tljur. �' F Lfj• FLORIDA BUILDING[DDE(RIGH VELOCITY HURRICANE 2014E) e Q.w sRm xL mw-" DDuBLL A,SNOLE smotsts as VMO COUKACUL •ZT WLVANNCAL ON STAIREL55 STEEL DOOR W//9[61[6°A9 • le OADE aALWHHCAL.OR STAROESS 1fEEL FRAME Wn� `�• flOSH.EM9069EO a'OGZLO ASSEMBUIS-LM. D'AYBAR.INDUSTRIES LTD °` E`y+ R4DP,, �Lwyi� R rrs..Ec y s r rrmxo aaurAxr ,D va .4m mw -0 `E1'S•••••••�p a1 !"}n'''r10' n.� )epi-((ti�' Ito loe aie nDi we ns-.ml 12-0iD . '�h'/1tRIN1111! ®-DLtl01lB DPPxiNO lle 9.Itt[R A EAt d.n.0 FIORbi ifn�IIFB7 6HLCF IR OE 19 4 BILL OF MATERIAL& ITEM GTY DESCRIPTION I MATERIAL SIZE AND SPECS i 1 76,GAUGE.-04X8/MCAD FRNE SERIES'AS• 16 OAUOC ASD HUNNUM ALL C0.V'DlCJNTS¢iNli Li(N,N.NCD,JAMBS, S 3/,Y DCPTR X C FACE X ASI'NIR TNa(SEE SHEET 9) ROL'TWCCHENTS AN D.ANGimis'AAL C@44FAISAI.O,LLVAXIW USER(TYPE/).ASM •A6SLA CSEM.CIIATDIG MIGRATION A40 KNOWN CWICACIALLT AS PAtNtAPLE GALVANNEAL V/NIM TENSILE SIROIOTII s0 NSI,NIM YIELD STRENGTH a KSI, CLUNilkTIW 4011 OR SIATMESS STEEL IA 1 Iv GAME OPTIONAL HEAD TRAM SERIES'AS' SANE AS ITCH 1 S 3/4•DEPTH X 4 3)e'FACE K Aso-NIR THICK UEC SPEIST 9) is ( SURFACE STRIAE RCINFORCING 12 GAGE GALVANNEAL STEEL OR STAINLESS SEW ID GAGE 01497'NTMI X 1.700'%IIAI3'LEND,SEE DETAIL ON SHECT 9. e 1 19 GAUGC FLUTWGIBOTSED DOW CONNERCU.V/CORE IP OAIIGC Dia NINONW.ALL Cu0'mvRS¢ICS ITp, .FACE SHEETS,INTERNAL i 314•THIO(%4410 AND.SEE SHEET 4,D.6 t 7. CMPONENYL AND RESOSRCEIRNTS APC GALVANOCD tT[M.CONTOPMINU TO .. A124,ED MIM A1111M3NL G9N4ACIAL 7T1IL ITTPE J),COATm DEtCNATON KMSG AND FIELD 4T UMN i N.43 JOU,UJINGATITHI 4QX OR AONAESS S EEEL'd° 2 3 e CAfRa DOW NWA Raw=Dm CALVARam STEEL IN StArKESS 570.7! 11/4'X 10'%e GAUGE 9 OA1TE raw NINOE PEGTOPCONS GN.VAPNCN.STEEL W STAINLESS SEOUL- 1 1/2'X D 3/4'X 6 GAWKE 5 1 STRIKE REWFORCING TRAIL) VM04ZA MSTEEL OR STAINLESS STEM! 1 2/e'K 7 11/16-X 14 WINE Eau RIM 6 AF AEW.WUC PMERUT MAKE ANCHOR, STEM:vi RIM naLD runsom-4md Nig m TEMULt ETRENGur 33,9 Nst 9 042. X SOFT'NGL DIA12tm 7 AS READ MIPIN STUD ANCHORS I2 PIECE CONSUUTION, "VOL.MEN A-657,A-6D GALVANICAL 1 7M X 5 3/O•X EG MULE(DSS NW W(095 X 1 5/0'WODD S—S 7A AS REST MIA at(TENFLT ANCHOR WART IPT/-9DB) 'STEtl (S O/dl1IC STEEL SATIN CHAT. 6 AS REO,MN ANM411 AMTS STEM.W ry•43AM PLL 3/8'TX S&TCM.UCAN-3UEVC ANCHOR 9 AS Rcdo vato SCRCV LAG DOLT STEEL+V/Fy 43-000 V.L 7/4'x 6' 4A AS RCO'D CARRUGE AA'CNW DOLT STEM.,W/ry'43,M PsL S/O'-U%6-SiaL CARMAM BOLT C/1/MR AND VAUCR,PER ASTM A-3v7 9R AS REO')EJL MT TO STEEL CHANNEL TIIIIIKDI FOLTLNG STEEL,W/ry N 43,09)pIL S/R•X 2 12'STEEL rA m.4 PER ASI.-0-797 9C M REST Srm ak v VrLDt>M 69X11 ELECTRODE FOR GALVANISM.STEEL E-300 ELECTRODES rNi STA)KESS STCCL 062 W nt iAttwTW NM/vwc'STITCH WOLD •10 7 IOIU]CS-141GW OR$79,91116B1O W STANLEY fJo179r rPOUO S1SEL 4D•X U•STANDARD W14M LIO4 THIal.ATTACKED is FRAME W941 IDERix112'rHHS. 11 I RIR EXID VW TAWRIN TRIM X CYC X"M V/449 STRIKE PLAT M PER MNBLACTURM CATALOG ROI OFF ATTACKED TO DOW V/44)1/41041 NS,ALR STROKE PLATES EA NULLIRf 11 1 IIORIISE LOM SMMLI E-19000 SERIES V/DEAD SEAT AS PER NANCACTURER'S MTAWG •NORnSC LOM(ATTACHED WAM IIB-04.Ve'SPEY; 13 1 CTLUORICAL LOMB-SCN.AtE D Mr Z AS TER RAWEM41RER'S CATALOG ATTACHED TO SIRIXE PLATE WAR)I0-94d/P'SCREWS 14 1 DEAD HOLT,-SWLATE I SIDUM AT PER IUHTACIUWERS CATALOG ATTACHED 7D STRIKE PLATE V/0 G1J0dM SCREWS Is I VON DURRIN 8904 MOVABLE NULLIW RIGS THICK A 500 GRADE D STEEL SECURED TO 444 STRIKE PLATE WITH W D/I6'hIIKI'IMW MACHINE SCREWS, iM I VCA.CR LTRlp"'ARAM,—0 PRODUCTS also", NEOPRENE SECURED MR DOUBLE ROW Or—'r SNS SCREWS 4 I.FROM CAUL END AHO a•SL US PREVOIL ED IT RNATACTINEW t6, I Tf9ESMwv—77NUl GRAND PRODUCTS 993CNAT "FROM ALUSNRI Olow-r3 ALLST) i-a DOW N 44W TKCW ATTACKED TO SUP W/2A6'K 1 1.4•F,M{AP m NICK= W I-V4'HIM EKBEDNtXT LOCATED R 0 3/V FRW O U EACH END AN 'li C. 17 1 4—U—NONE JAR REINFORCING FOR DOW GALVANNEAL.STEEL W STAINLESS STOCK -a57 N IV X MN•HDL TMICx NB 1 DOOR SURFACE BOLT REIMPURCING GALVANNEAL STEM.W STAINLESS 27CM 14 MC OPli'I x 1.637'x 3.3W R%DOW LONG, PRMMUL-f A[N6IA'%M 19'AS REWA 31W"ZAN VISION L17C AS PW MANUFACTURER(OATIA4 INWSUEES.LTD) 2EC SHEET O FOR DETAILS I GNRRvnG(rs PROIDU T NXIS01B 59A AT PEPa V!+LETAN VHF-CZ-IO VISION UTi AS PEA MANffACTUM(AIR LWVMiS,DAG SEE STET D F Rt DETAILS 6 COIYOKRTS R916br4Xh 670'TMIa EXPAMCD PDLT9TTREPC DOOR CORE 09 3/4' RM TOCK DGW=0 CXPW=POLYSTYRENE SOLID sLAD PIGtO sun TIPS L LIJIDED TO FACE S)CCT VAIN CORACT Alain E IQarsoo p B)SCP-1 M[4PIuv3 f ''0473'8 e0 1 CELL PAPER NONCYCOHA PCF CONIFORMING TO MTN C57I IT GYPLAST PRODUCTS LLC,W Y4'CELL PATER APPLIM7IW LUTE¢I GRANS PER SQUARE FOOT ON ALL CORES W 14.p 21 4 D'LONG 1 e7S D HAGER SURFACE DOLT TTCEL W US96D FINISH ENOAGEp 10 TNG WW AT TOP NIP BERtW 70¢AML TTAMSHU,v RCSPCCTNELT M)vMl Y FTSYETK➢LO Dom(W f11 110-E4 N I VB"T14N DELT EKOf CIDIN W. as AS RCO'O TAFCO!ANCMDPS at= 3116•'.1 LA" Gyp>'Ly(yr&t%Pp 23 1 MWTISC LOCK AND RIM PANIC DEVICE REINFORCEMENT 4074'MM THICK DALVANNEAL STEEL OR SIAIKESS S7CM SEE MEET 13 EW SUDCWAMTS M(1 k0cIP aR3 F., CYLINDRIGLLOCK AND DGO SOLT RLTNFWCCHENT SATIN=1 STECL.W STARLESS STm- SEE MO.ET LEL FRN DETAILS1 DOW SURFACE CLWER RMMWCLENT OB74'NM WICK GALVANNEAL STEEL OR STAINLESS STEW U CAGE(0474'KION N 3 VR'K IPD73 X IOXC'W'LUM 1 DOOR TOPE BOTTOM END CMUIhM. 76 GAGE GALVANNEAL STEEL W STAINLESS STEM I6GAR c6Pb7•NSW K Later x 143111 'i'ASTRAGAL OBIS MM THIICK A SRO WAGE A GALVAWCAL STELLOR STAINLESS STEM 6075'!NIM TMC.x COD'x UWA23-x BV LOA6. I COW SNAP IN TDP CAP NW CA4 QALYAtXICu:STEEL Ann A-Im A OR STANDLEST STEM SU ENaT 14 FW SIZES AS REG') CAULKING GE SIUCONE JI N/AAS REWD 993 POW CORNING STRUCTURAL Stt.iCNE WA 4 AAA1Ay�� ENSF ✓A FLORIDA BOLDING CODE(HIGH VELOCITY HURRICANE ZONE) V ,T 4DUH raxwPvn4wco,vANc) DOUBLE A SDOti SERIES Isla OOTSoug couuERCIALpNI vD ■ AISI 304 SERIES STAINLESS STEEL WITH F =45.75 Ksl j ! GAt10 GUIDE an srAML75 ssm DDDR wJJ SERIES"As Y 0'0,4gi67 TF OAOC OALVANNCAL OR UAIHLCI3 3TC' (PAYE I.D./A1 AND Fu= 101.36 Ksi I , nus d4e1ss10 a 11.-0210 Assa.UO-Lu. i1. E G nA INa. DAYBAR INDUSTRIES LTD PITS '7�TLsp;'. AA RYA TdS11ND t XNOMECRNNO COVPANF AB DAM,YA9PISL h"...,..:••" to (L$' AA--Te:j"t =1NW- u,Ar m..m('ifl`Aeao'•'�krsw (c._.a. 12-010 ''-.,SnDNA1.E�'rTI+ rP-DDDe/I9 0-0-0x70'0 w • AJIJNIITN J�A'(y��)p� Sk¢T 1.9�t9