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HomeMy WebLinkAboutNOA•l • ,A j�Ot dr BY E� - r®St Lucie Count,, MIAMkDADE COUNTY � PRODUCT CONTROL SECTION DEPARTMENT OP PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 268; AFEMRS.(PERA) Miami, Florida 33175-2474 HOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 . P (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) wwv+miaandade aovloera/ Gens4950 ickmors Inc. LIE" 00 Py 4950 S icLaur a Street Ville St. Laurent, Quebec, Canada I►4TIK6 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) 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 MiamiDade.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. BORA 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 herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "GenStorm" Inswing glazed Steel Doors APPROVAL DOCUMENT. Drawing No. ADII-05, titled "Genstorm Glazed Inswing Door - LMI", sheet 1 through 8 of 8, dated FEB 21, 2012, prepared by MCY. Engineering, Inc, signed and sealed by Yiping Wang, P.B., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitation: 1. See Design Pressures & corresponding Hardware in sheets I & 6. Max. Exterior (positive) DP= +33 (double), +65 (Single) w/ PEMKO-177 AT threshold, where water infiltration requirement is needed, 2. Glazing type G2 (glass type B-3/8' Lexan) see glazing option sheet 2, qualifies Max DLO =16"x 16" 3. Options # 1,'2 & 3 in sheet 7, require total two (2) flush bolts (top/bottom) on in -active panel. LABELING: Each unit shall bear one of the following permanent labels: Gensieel Doors Inc. Genteel Doors Inc. North American Doors Corp. 4950 Hickmore Street 2335 Industrial Park Drive 1471 Military Turnpike Ville St Laurent, Quebec, Canada H4TlK6 Cornwall, Ontario, Canada K6H7M4 Plattsburgh, NY 12901-1911 i and seriestmodel and the statement: "Miami -Dade County Product Control Approved". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change 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 words Mlami-Dade County, Florida, and followed 6y 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 shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page I and evidence pages I, I, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • NOA No 11-0901.02 MIAM4DADa COUNTY Expiratlon.Date: February. 23, 2017 . • •., Approval -Date:• Mardi 0$,:2012 Page 1 Gensteel Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. AD11-05, titled "Genstorm Glazed Inswing Door - LMT, sheet I through 8 of 8, dated FED 21, 2012, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 (w/ PEMO 177 AT) 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 and TAS 202-94 7) Tensile Test, per ASTM A370-05 Along with marked -up drawings and installation diagram of Genstorm Opaque / Glazed Double & Single Swinging Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No(s). 6491, dated 05/31/11, signed and sealed by Martin D. Brinson, P.E. Note: This test report has addendum letter dated Nov 11, 2011 issued by Fenestration Testing Iab, signed and sealed by Martin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 & FBC 2010, prepared by MCYEngineering, Inc, dated 08/31/11 and last revised on 12/03/12, signed and sealed by Yiping Wang, P.E. 2. Glazing complies w/ ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM A370-05 item B (1) (7) 2. Tensile test report NO. FTL 6745 per ASTM A370-05 dated 12/01/11, issued by Fenestration Testing Lab, signed and sealed by Martin D: Brinson, P.E, 3. Notice of Acceptance No. 08-0709.04 issued to Glasslam NGI, Inc, for "Saferty Plus II laminated glass", expiring on 08/07/13. 4, Notice of Acceptance No. 08-0305.02 issued to Sabic Innovative Plastic, Inc, for "Lexan sheets", expiring on 07/17/13. F. STATEMENTS 1. Statement letter of conformance dated 12/04/11, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest dated 08104/11, prepared by MCY Engineering, Inc, signed and sealed by Yiping Wang, P.E. 3. Statement letter of Lab. Compliance, as a part of above test reports. 4. Addendum letter dated 11/11/11 issued by FTL, signed & sealed by Martin D. Brinson, P.E. G. OTHER 1. Test proposals # 10-0769R dated 1IJ27/11 and e-mail 11/01/10 approved by PERA: 2. Distribution agreement between GenSteel Door, Canada & North American Door Corp, N.Y. dated 10/22110, signed by Bruno Gervasi and Antonio Gervasi respectively. �� .n �-.. Ishaq I. Chanda, Y.E. Product Control Examiner NOA No 11-0901.02 Expiration Date: February 23, 2017 Approval Date: Mare1i.08, 2012 E-1 A (FRAMEVVV)TN) . 72' MAX (DDOROREMNG) - m A I 26"MAX. 'OD.LLO. O.LO. INAILNE fiEEOETNL ONSNEET4 �Q�I�I �.I 6•MAX SILLCORNERS MAX () TYPICAL EXTERIOR ELEVATION (DOUBLE PANEL INSWING DOOR) SE R ES GENSTORM GLAZED INS'MNG STEEL t1001t LM0 TAB PRODUCTHAS DEEM DESIGNEDAND TESTED TO COMPLY MR THE REOGIREMENTS OF Mlfi FLORIDABDf! OWO COOEZOOIMIO EDIMONINC WDINC MGM VELOCITY HURRICANE ZONE (HVI 4 DOORS RATED FOR LARGE MISSILE IMPACT ANDq) NOT REQUIRE SHUTTERS. SEE OGORDESIOR LOADCHART FORAPPLICABLE WATER RATING WITH SM L PEN!NO177ATORPEM 2W5AT .ANCHORS SNAILBEAS LISTED, SPACEDAS SHORM ON DETAILS. ANLTIORS EMBEDMENT TOBAOE MATCFd !SHALLBE BEYOND WALLDRESSING OR STUCCO. -ANCHORING OR LOADVOCONDMONS NOTSNONM IN MMECETA8S ARE NOT PART OF THIS APPROVAL -MATERWLS114CLUMN000TNOTUMREDTOSTEEUMETALSCREWSTNATCOME INTO CONTACT WITH OTHER gESiNHIARNMTERMI9 SMALL MEETTRE REQUIREMENTS. -METAL STRUGTURE9 NOT BY GENSTEELOOOR W. MUSTSUPPORTLOADS LNIPOBEO BY DOORSYSTEM AND tPANSFERTIlEMTO THEBUILDINGSTRUCTURE F1 ffiog.11 \ \ (X) TYPICAL EXTERIOR ELEVATION (SINGLE PANEL INSWING DOOR). WOODBUCHBDYOTHERS MUSTBEANCHOREDPROPFALY TO TMNSFERLOA03 TOME STRUCTURE. A LOADDUOFANC FACTOR O NOCCONLE STRESS ISUSED M DESIGN OFANCHORS INTO WOODONLY. -DOOR PANEL MILL POGA.STEELLUN, P7=47.5 HSI MIN ODOR FRMe MW.18 GA STEEL MW. FY = <7] HSI W N -DOOR PANEL STAINLESS OPTIOtt 10 GA STAINLESS STEEL DOOR PANELMEETWG MIN FY-41.3WOR BETTERLIAY QUAUFY MMNG %IiLCERTIFMATE'AS A V ERIRCATLON OF W E AVN IAOI.E MIN.YIELD STRENGTH. -DOOR FRAMESTNNLESSOPNON. ISOASTAMLESS STEEL DOOR FRAME MEETING MIN, P7a 47Z W OR BETTER MAY QUAUPY NAVWG WILCERTRCAM AS AVERIFICATION OF THEAVAILABLE PA. YIELD STRENGTH NOTES EGRESS REOUIREMENTSTO BE REVIEWED BY 6UIWWGOFFICIAL WIRE ANCHOR LAYOUT DOOR DESIGN LOAD FQRSm4010%•N P4uI RLAWIER AS PFFWRIF➢HYF6C OWIBIE OOMI DNOIE WOR Wi1N$LFBL plAt 1NINOLLAut ]6M1fni P.iI115LLP0% INAt YRIH9ILL NOTAPPROVEO iOR WNtNWi6TRAl1OR .0.0 PSF *85.0PSF +BS.OPW :660 PEP. Ii5.0 PEP 35.OP$F -BS.OPSF ESDPSF A&OPSF AFFROWDfDAYATpt MRLTRATDN �BO.OPSF •310PSF �55.OPEF eM,OPSF y SF -OSOPSF ESLPSF �SOFEF IAUII OWL I'1 III= I 11S' HS GLASS 0.090 SAFETY PLUS 11 BYGLASSLAM W 1WFIS GLASS W O OOW CORNING996 O N co ON 20 GA K1T 0 K W 20 GA KR W ®6X1"EMS®2' W FROM END &6'O.C. HE GLASS 0.090 SAFETY PLUS It BY GLASSLAMt -1/6' HS GLASS 00RNINO 995 Ul YO OA KR O 20 GA KIT of D20 G4 KR XSMS@2' W FROM END & 6' O.C. G1: GLASS TYPE "A" G1: GLASS TYPE A" WITH LITE KIT 03 - WRHLITEMT" SEE TYPICAL ANCHORS IN SHEET (SEE ELEVATION F( SPACING SHEET 1) 6 m EXTERIOR N EXTERIOR DOUBLE RABRETANCHOR LOCATION SEE TYPICAL ANCHORSINSHEET3 9-EVATION FOR WG SHEET 1) 31&'LEXAN POLYCARSONATE BY SABIC INNOVATIVE PLASTICS DOW CORNING 995 WW 03 - 16 GA KIT w O •06X1'SMS 021R' K FROM END &100.C, W 30 LEXAN POLYCARBONATE BY SABICINNOVATIVE PLASTICS - UOWCORNING995 .—,R 20 GA tar G2: GLASS TYPE "B" G2: GLASS TYPE "B" WTH LITE KITM W9TH LITE MT62 SEE 7YPK:AL SEE TYPICAL ANCHORSINSHEET3 ANCHORS IN SHEET (SEE ELEVATION FOR (SEE ELEVATION FOR SPACINGSHEEf 1) SPACING SHEET I). w • Q O NOTES: G7'GLASSTYPE'A' m MGLASS0N w . 0.SGIA.SS) MAX.MA%. GLASS DLO. SIZE247(SG' �;P, (DOR©. I. 432: GLASSTYPE -w (30 LE%AM _ R MAX GLASS DLO. SIZE TVAT ' MiN. a 6CSfN GLASS T ` (MAX 0. X is-OL04 . USE OF LITELUOPTIONS OFCAN U Mwi T OPTION RU LTTEKIT OPTION AITHRUiF6 COMPLY EXTERIOR ASTM E190TMC L3 OUSTS) EXTERIOR SINGLE RABBET ANCHOR LOCATION � 0en[ wwlr 4a E SUBSTRATE #6 x 518" @ 6" O.C. HEAD DETAIL /�n1 (SINGLE RABBET PRAMS) A GLAZING DETAIL SEE SHEET 2d #6 Xlt" SINS PUNCHED n z� MtN. egGE OLssT,_.-,�� TYPICAL ANCHOR (SEE ELEVATION FOR. SPACING) GLAZING SEE E HEAD DETAIL (DOUBLE RABBET FRAME) t1 TYPICAL ANCHOR (SEE ELEVATION FOR SPACING) TYPICAL PEMKO 177-ATT-IRESHOLD /--" TYPICAL PEMKO 2005AT THRESHOLD 'WATER RATED THRESHOLD NON -WATER RATED THRESHOLD (SEEDp TABLE ON SHEET I) (SEEDp TABLE ON SHEET I) TYPICAL ANCHORS A JAMB' (REFER TO ELEVATION FOR SPACMGI MEA, IMMI F 120KSI DIRECTLY INTO23 YWOOD BUCK DIRECTLY I= 00=1MELOCK fd4=PSI OIRECTLY MN fe4WO PSI CONCRETE 1.IW MM. EMMD 3-1f2'MIN. mGEo16TPNCE TYP�B SR`OIR HLC SIEEVEANCHOR BYTIKTf OIREGTLYItYTCfc'•3Wa PSI CONCRETE, r N11N. EDGE MST. DIRECTLY ¢ff0 tc' e000 PGI CONCRETEBLOCK, 3.12'MM. EOOE OIST. 1-tfa•MIN. EMBED&3ZO MIN.SPACING TYPE 0. 3IB•DL SLEEVEANCHOR BY'K£d IT ' 'DIRECTLY INTO f&4M0 PSI CONCRETE, 2.318E MIN. ENSED DIRECTLY MN1cb2&W PSIWNDPE1E BLOCK. 14WMM. EMBED 3.1MMIN. EDGE DISTANCE&C M.O.C. SPACING TYPED. W DIA POWER BOLTSYROWERS 'DRECTLYM 15f 0WPSICONCRETE 2-IMMM.EMBED 3•M N. EDGE DISTANCE& MIN.4.O.C. SPACING iPgE SMVDIR SMSORMACHINEBOLTSMIIN GMDE2CRMORSfIST STEEL:FY-30KSIAIR INTO METAL SIAUCTURES (STEEL ORALUMMUM VB`MM THICK) ALUMINUM:80& TSMN (STEEL IN CONTACT W ITN AIUSSNUM TO BE PLATED OR PAINED) TYPED. MAEANCNOR(Pr-§2 l 0.173 DIA STEEL WIFE ANCHORS EMBED UM FlI1E0 CONCRETEBLOCK TYPICALANCHORSQI FSHOLO TY�EP 1f4.OR BNS`DIA tlLTRACONS BY kIEO'We i&SKEI Fu"1T1 K51 ^� OIRECTLY two fe4= PSI M I'LOONCRETE 1-IWNI LEMSED 2.jQ-MIN.FGGEOMANCE I •YAPOONBYM FV-1500I F01120MI DIRECTLY INTO r&CM0 PSI M. CONCRETE 1.12`MI0.EMBED znrrMv4. mceolsrANCE SEALANT: ALL FRA MEMO TS PND CORNERSTOEESEALED WIILI SILICONEAT PERIMETER Y DW COUNTY v SEE TYPICAL ANCHORS IN SHEET (SEE ELEVATION FOR SPACING SHEET 1) WMANCHOR (SEE SHEET 1 INACTIVE ACTIVE EXTERIOR O WIRE ANCHOR (SEE SHEET 1 FOR SPACING) GROUT FlLLED eO WIRE ANCHOR EMBED. DOORSEOTIONDETALS FOR DOUBLE RABBET DOOR FRAMES "WEATHEHSTRIPPINGREM 8, S OGORSWEEP(@ APPLIED WHEN WATER INFILTRATIOEQUIRED to GSTEEIANGIE toxsw SMS @e'O.C.TYP. ©OR O 1 ACTIV 08 OR t E AT EXTERIOR ANCHOR 1 O DOTTDaI WARNER ANCHIxi OETAII,_. f� ..A N mmrc ANCHORS UI SHEET3 (SEE E EVATIONFOR SPACING SHEET 1) SEETYPICAL ANCHORS IN SHEET (SEE ELEVATIOX FOR SPACING SHEET 1) inj i or s SEETYPICAL ANCHORS IN SHEET (SEE ELEVATION FOR SPACING SHEET 1) INACTIVE FOR SPACING) EXTERIOR BOOR SECTION DETAILS FOR SINGLE RABBET DOOR FMIES ACTIVE SEETYPICAL ANCHORS M SHEET (SEE ELEVATION FOR SPACING SHEET 1) ANCHOR O * wm.*h� M4r 0� MET 3 1 FOR -1 . r- 1) WE Mw I FW OPTION 1 ACTIVE LEAK �e DOREX 12 SERIES LOCK SET 40 5116" FROM BOTTOM INACTIVE LEAF: STRIKE FOR LOCKSET. IVES F8468 MANUAL FLUSH BOLT nusxeati• (TOP&BOTTOM) (XX) OPTION 2 ACTIVE LEAF: SCHLAGE AL SERIES LOCK SET, d 4 405116" FROM BOTTOM. & SCHLAGE 8 SERIES DEADLOCK, ',. 466116" FROM BOTTOM. INACTIVE LEAF: STRIKE FOR LOCKSET. aK1°Pu STRR(ESFORDFADLOCK f XX) IVES F8458 MANUAL FLUSH BOLT Top &BOTTOM OPTION 3 ACTIVE LEAF: DORE FHSERIES LOCKSET, 40 9116+FROM BOTTOM. ' DOREX TLASERIES DEADLOCK, 46611(I BOTTOM. INACTIVE LEAF: "'K"`� '0"i° STRI FOR LOCK6ET. �m(aar STRIKES FOR DEADLOCK. <XX) IVES FE 458 MANUAL FLUSH BOLT TOP & BOTTOM HINGES: STEEL BUTT HINGES 3PERLEAF. LOCATED AT 12"MAX. FROM TOP OF THE UOOR TO CENTER LINE OF 1ST HINGE AND TO BE SPACED OUT NOTTO EXCEED 33' FROM CLTO CL OF HINGE TO BE FASTENED BY (4)>Fi&24 x FLATHEAD MACHINE SCREWS: HARDWARE LOCATONS: ALLTHESE DOORS WERE MANUFACTURED. ATH THECYLINOPJGAL, LEVER, OR KNOBSAT4"16' C.L FROMTHE BOTTOM OFTHE FRAME& ALLTHE DEADLOCKS WERE POSITIONED 46-5116" FROMTHE BOTTOM OF THE FRAMES. )TIONSLOCK OPTNS FCR DOUBLE CAN APPLY TO SINGLE DOORS OORSACTIVE P/ NSA INSWING DOORS) OPTION 4 m ti ACTIVE LEAF: SCHLAGE AL SERIES LOCK SET, m e' 405116"FROM BOTTOM. E & SCHLAGE B SERIES DEADLOCK �.--- 46 5116" FROM BOTTOM (X) .cnuc. (X) OPTION 5 ACTIVELEAF: OREX -FHA LOCKSET, 405116" FROM BOTTOM. OPTION 6 ACTNE LEAF: DOREXFH SERIES LOCKSET, 40 5116" FROM BOTTOM. DOREX TIA SERIES DEADLOCK 46114' FROM BOTTOM. OPTION 7 .ACTIVE LEAF: SCHLAGEAL SERIES LOCKSET, 40SRG" FROM BOTTOM. ,CONTINUOUS VERTICAL LOCKSEAMSPOTWELDEO ATEACHEND 1 DOOR EDGE CON5TRUCTION M w WUM «� M�OLI Z d x U z$ Zk z o;. ........ '� I f• f'Ys>'� n � Pad V6 � '.h•wt ° ads >Y � ws Ilk Q a3y {{. � S � O g A. i5• wl- y lit 8 3 A P "� 33M®Q95 K "la C= 1 R� $ O 9 O O �f h yx S F N a• y5. OF €A P P Lltiti--11.. Y211 a 8 M1 6 WJ• s � s 13Uif x . C NO STEFIDOOR(LMpMCY EN6INEaut2T INC.rmenstee 07rGl/�9NPGONSYLANT& L 4a RM 1 Gam`ccl2oancam 4330 eBunma, °• Lo t.. C eEee. CenYla, N4S1N6 8515011 ST 1244 ff SM 205A P i05.271, ^'^�J•J10YUScem MCYEnclaaerinGOAltae! Te (St4 733-5SM r<w wS ) 733-1= BILL OF MATERIALS MANUFACTURER/SUPPLIER/ REMARKS ITEM PART NO T MATERIAL QTY. DESCRIPTION 'FRAME HEAD IS GA. C0A4BNINJ Fy- 47.3 KSI MIN. 1.FFA3a3O STEEL DR ST/ST. AS RE40. FRAME JAMB 10 GA. ,(OA4BMIN.), Fy= 479 KSI NW. 2STEEL OR BUST AS REDD. 3 ALLIK L THRESHOLD V17H THERM SEAL INSERT PEMKO 177AT 4 ALLMINUM 1 OPTION VITA-THERMO SEAL INSERT PENKO 2005AT 20 GA. COA36MM Fy97.3 KSI MW: 5STEEL OR ST/ST AS RE40. DOOR PANEL 1 3/4' TM6 V/ 20 GA STEEL"SKIN GENSTEEL PROGRESSION WELDED TO THE PANEL7 b 3TEEL AS REQ0. CYLINMRICAL LOCK REINFORCEMENT GFNSTEEL PROGRESSEN WELDED T➢ THE PANEL STEEL AS REQU DEAD BOLT STRIKE REINFURCEHENT STEEL AVRE011 BUTTERFLY MASONRY ANCHORGENSTEEL PROGRESSION VELD-cD TO THE FRAME AN➢/OR DOER30 9 STEEL AS .READ. ASA STRIKE BOX(ENSTEEL GENSTEEL STEEL AS RE40. MASONRY VINE ANCHOR 0.173 DL1 STEEL 2 FLOOR ANCHOR IS GA. (H! x 1-A' x 4-f LID(OPTION) GENSTEEL O 12 FA1040 HR2000 STEEL -T PER LEAF - - HINGE POSTBOX HINGE REINFORCEMENT WELDED TO FRAME -& DOOR GENSTEEL ri NSTEEL PROGRESSION WELDED TO THE FRAKE AND/OR DOOR 13 HR1030 STEEL 3 PER LEAF 4 I/2' L@!G HINGE HAGER USp QR EQUAL Iq HINGE STEEL T PER LEAF ANCHOR CLIP (W IAUN? GENS7EEL PROGRESSION MELDED TO THE DRAKE IS FA3012 STEEL AS REQD. AE PERKO 375R ASTRAGAL WITH SPONGE PEHKO (VRH l6z5/S' ST/ST SI4S @ 6OG 16 PEMKG P375R AS.REQD. GASKETING WEATHERSTRIP ADAPTER PEMKO.(WITH '06x5//�O/ST SMS @ w OC) I7 PEHK➢ 303_S STEEL AS RE0➢. .PERIMETER A➢HESNE CLOSED CELL SPONGE WEATHERSTRIP IB 19 PEMKO 367 PEIG(0 Be - SILICONSEAL TM AS REOD. ADHESIVE GASKETING WEATNERSTRID PENKO PEMKO (WITH 06xl' ST/ST SMS @ 6' dG.. 20 PEMKO 3I5_N - 1 PER LEAF. DOOR SWEEP WEATHERSTRIP AT BOTTOM OF PANEL GENSTEEL 2l LITE KIT 91 STEEL AS READ. ieGA STEEL GLAZING BEAD USE➢ IN LITE KR !I 22 LITE KIT #1 STEEL AS READ. 10GA STEEL GLAZING BEAD USED W LITE KIT !1 GENSTEEL 23 LITE KIT 12 STEEL AS Ron 20GA STEEL GLAZING BEAD USED W LIiE KIT i2 GENSTEEL 24 LITE KIT 02 STEEL AS REOD, 20CA STEEL GLAZING BEAD .USED W LITE KIT !2 GENSTEEL 25 LITE KIT 43 & !4 STE L AS REAII 20GA STEEL GLAZING BEAD USED IN LITE KI( 03 & 04 GENSTEEL 26 LITE KIT 03 & !4 STEEL AS REUR 20GA STEEL GLAZING BEAD USE➢ IN LITE KIT 43 & 49 GENSTEEL 27 LITE KIT !1 04RE STEEL AS REDIA 20GA STEEL GLAZING BEAD USED W LITE KIT !4 GENSTEEL 27 HONEYCOMB - AS REOR WSI= OF DOOR PANEL _ GENSTEEL IVES 29 IVES FB 450 STEEL AS REQA IVES TOP'& BUTTER,F H BOLTS GENSTE0. 30 CH3601 STEEL AS REfl0. 1' X 1-5/S' X Y X 1BGA DOOR Elm CPANNEL CORNER FRAME CONSTRUCTION F 1 THE JA&IS AND HEAD MEETING CORNERS ARE HOT REQUIREOTO BE WELDED TO EACH OTHER ALL THE FRAMES WERE TESTEOAS-KNOCK-0OWM UNITS. wau-owe cca I A6: hp ADII-05 wgiT o or a 35 3XI MAX. (TOR:PANEL WIO ) 35 W MAX. ( IOOR PANEL W(O ) OPTIONAL PATIAL EMBOSSED DOOR LEAF PATTERNS (MIN Fy = 47.3 KSI) 1w am c w