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HomeMy WebLinkAboutProduct Approval PRODUCT APPROVAL NUMBER : N OA #15-0729.14 OPENING IDENTIFICATIONS: 1 . SFD MIAMI- MIAMI-DADE COUNTY 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 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww,v.miamidade.¢ov/economy Eurotech Industries,Inc. 4201 NE 12 Terrace Fort Lauderdale,FL 33334 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 herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing No.W04-01 Rev D,titled"Aluminum Outswing Entrance Door", sheets I through 5 of 5,dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation,signed and sealed by Javad Ahmad, 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. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure capacity Single doors VS glazing types and double doors Vs water ratings in sheet 2. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom(under separate approvals), lower design rating shall apply and such installation to be reviewed&approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 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 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 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 revises NOA#14-0303.09 and consists of this page 1 and evidence page E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 15-0729.14 M1AMtDADECOu1VTY An Expiration Date: June 10,2019 (1Y \IV Approval Date: March 3,2016 `, ti`tib Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA No. 09-0310.1 S) 2, Drawing No. W04-01 Rev D,titled"Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on 07/27/15,prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, 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 4) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door,prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. (Submitted under NOA No. 09-0310.15) 2. 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 4) Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024,dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering& Testing, Test No. HETI-04-Tl 00, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda,P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their"Sentry Glas OO (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their `Butacite PVB Interlayer", expiring on 12/11/16. Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E- 1 Eurotech Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Notice of Acceptance No. 14-0303.09, issued to Euortech Industries, Inc., for their Aluminum Outswing Entrance Door - LMI", approved on 05/1/14 and expiring on 06/10/19. 2. Test proposal#07-3527 approved by BCCO. (Submitted under NOA No. 09-0310.15) Jorge M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0729.14 Expiration Date: June 10,2019 Approval Date: March 3,2016 E-2 (4)ANCHORS Y. '�_ --- 42' AT MTG.STILE ENDS 75 3/4' o I II II I I AT 3"D.C. FRAME WIDTH a 1 I II SEF 3 F(J TE NOA II I I FRAME WIDTH w o I 11 FOR TRO. II I I Z ; I j ji RATING f DETAILS 13'MAX. DOOR HINGES 13'MAX. 5'MAX. Iq Z I y d 1 HEAD/SILL I 1 I SURFACE APPLIED SEE SHEET 2 HEAD/SILL HEAD/SILL F� 1 1 r-- ---_--____� i HSFAD/S l FALSE HUMINS FOR QUANTITIES A CORNERS a 4 6 I /� MAY BE USED k CAPACITY A CORNERS ---------- C�1i\) D SEE SEPARATE NOA --�1� / ACNE PFA�TNGOANDEDETAILS II i / ACTIVE IN-Aµ.I1�NE o u a L I II I LEAF W \ O O -_ _ I I _=3C-___ n \W S II II J O W m 10 ci � /II 6 o Wwn`� LaJ LLJ I \ _Z N Q m W o z DOOR HINGES SEE SHEET 2 j m MIMII-DAOE COUNTY m� ? N FOR QUANTITIES k CAPACITY 31 3/4' \_ O SEE SEPARATMULLION NOA 29' 29� \ � a d�` D.L. OPG. U O.L.OPG. O.L. OPG. t1 0 n n IDT 39 36 3/8' 36 318. ALUMINUM OUTSWING ENTRAOOR NCE D LEAF WIDTH LEAF WIDTH LEAF WIDTH APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. TYPICAL ELEVATIONS (J)ANCHORS ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES AT MTG.STILE ENDS c S 5 USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. AT 3'O.C. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN u €o COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED =m u MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR SIDELITE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. C o ' 8 - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o ry - m aao s HURRICANE ZONE (HVHZ). v ° m c 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 4 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS a THESE DOORS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. EIy.:JAVAO AH rNODUCT N. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML YVLYiO i ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SHUTTERS ARE NOT REQUIRED. Fla PE/70392 uc■■opgl■p wryh Nuc 111xNd� o NOT PART OF THIS APPROVAL. CA 3538 5�t A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.ALL SHIMS TO BE HICH IMPACT, NON-METALLIC AND NON-COMPRESSI8LE. 'f� drawlMATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE W04-01 REQUIREMENTS OF THE FLORIDA BUILDING CODE. sheet 1 of5 ITRM/ PARS/ mallm DESCRIPTION MATTR4U, MANF./SUPPLIER/RRMARYS4 ( 1 3: 1 EROOG AS RECO. DOOR FRAME 6063-T6 - J oI 2 ER012 AS REDO. DOOR LEAF 6063-T6 - 3 VZ1566 1/LEAF DOOR BASE BOARD W63-T6 - Z � 3 4 VZ-1463 1/DOOR FRAME SILL 606346 1/DOOR FALL IIASE 60113-Ts 8 1 VZ-1461 1 AS REOD. ASTRAGAL STILE 8067-T6 Q h a. s / 7 1 VZ-1535 4/LEAF GLA2ING BEAD SM-76 �,.0 8 2807 AS REQ. GLAZING GASKET EPDN DUROYETER 7515 SNORE A IL G 9 - 1 SHEAR CUP 6063-TS - LY / \ 10 1001/50 1/CORNER CORNER KEY ALUMINUM MONTICELLO V 11 OOBOOX 4/LEAF HINGES ALUMINUM GIESSE M 12 110 X J/B' 4/HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS ('y�Q C g 13 - AS REGO. BULB WSTRIPPING 14 #10 x 2' AS RECD. ASSEMBLY SCREWS - HN SELF DRILLING Q: �I 0 15 112 X 1-1/4 - FRAME ASSEMBLY SCRLlYS - SMS 41 W 3 LL n !L z�=� \ 1 mE 0 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16" HEAT STREN'0 GLASS 3/16"HEAT STREN'D CLASS n SINGLE (X) DOORS SINGLE(X)DOORS DOUBLE (XX) DOORSo .090' Interlayer .100" InlerlPyer J DOOR SIZE GLASS TYPE 'B' DOOR SIZE GLASS TYPE'A'OR'B' Kuraray Butaclte PVB Kuraray Sen IryGlus � V WIDTH HEIGHT EXT.(+) INT. (- WIDTH HEIGHT EXT. (+) NT. (-) WIDTH HEIGHT EXT.(+) INT. (-) By 'Kuroroy America, Inc.' C\By'Kuraray America, Inc.' o Z o 2/6 75.0 85.0 2/6 100.0 140.0 5/0 6/8 75.0 75.0 3/16' HEAT STREN'D GIASS ` -3/16" HEAT SIREN CLASS O V< 3/O 6/8 75.0 85.0 3/0 6/3 100.0 140.0 6/4 78.0 75.0 ` w W�n 3/6 75.0 85.0 3/J 100,0 140.0 5/0 7/0 75.0 75.0 5EM 75.0 2/6 100.0 140.0 6/4 75.0 75.0 a F SILICONE w SILICONE 3/0 7/0 75.0 85.0 3/0 7/0 100.0 140.0 6/0 75.0 75.0 Lel z 8/1 i m GE SCS 2800 Z m GE SCS 2800 Z m 3/6 75.0 85.0 3/3 100.0 140.0 6/4 75.0 75.0 N SILGLAZE II 5 N r \F SILGIAZE t z Lv a 2/6 75.0 B5.0 2/6 100.0 140.0 LOADS SHOWN ABOVE ARE FOR ;a ` 3 =^K 3/0 8/0 75.0 85.0 3/0 8/0 100.0 140.0 INSTALLATIONS WHERE WATER INFILTRATIONg i'I �' B i, ii \ j W W RESISTANCE IS NOT REWIRED. O 3/6 75.0 65.0 3/3 100.0 1 140.0 II r LIMIT EXTERIOR(+)LOADS 70 48 PSF -- v DOORS APPROVED FOR INSTALLATIONS DOORS APPROVED FOR INSTALLATIONS FOR INSTALLATIONS WHERE WATER WNERE WATER INFILTRATION RESISTANCE WHERE WATER INFILTRATION RESISTANCE INFILTRATNN RESISTANCE IS REQUIRED. - I a W a 15 REQUIRED. IS REQUIRED. ^n^ / LOCKS SINGLE DOORS: LOCKS SINGLE DOORS: LOCKS DOUBLE DOORS 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE MANUALLY OPERATED CONCEALED FLUSH BOLTS AT ACTIVE LEAF: LASS TYPE 'A' GLASS TYPE 'B' 36"FROM BOTTOM. KEY OPERATED ON TOP AND BOTTOM OF ACTIVE LEAF PART 102181 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT EXTERIOR AND THUMB TURN ON INTERIOR. ATTACHED YAIH (4) 110 X 1-1/2"SMS. TOP AND BOTTOM OF ACTIVE LEAF PMT 102181 NG OPTIONS STRIKE PLATE 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE Af IACHEU WITH (4) 18 X 1-1/2"SMS. 9 o 1-1/4"X 1/4" X 16-1/4"LONG 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE ATTACHED WITH (2) 18 X 3/4'SMS AND THUMB TURN ON INTERIOR. 36"FROM BOTTOM, KEY OPERATED ON EXTERIOR 5TRIKE PLATE AND THUMB TURN ON INTERIOR. o b' HINGES SINGLE DOORS: 1-1/4"X 1/4"X 16-1/4' LONG ATTACHED WITH(2) 18 X 3/4'SMS INACTIVE LEAF NOTE: TWO-HA40ED CONE HING GLASS CAPACITIES ON THIS SHEET ARE - EXTRUDED ALUMINUM BRIDGE 2 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT BASED ON ASTM E1300-09 (3 SEC. GUSTS) D M BY 'clEssE' HINGES SINGLE D00&S TOP AND BOTTOM OF INACTIVE LEAF PMT 102168 ^ i 3 s S (5) PER LEAF ATTACHED WITH (4) 16 x 1-t/2" SMS. AND FLORIDA BUILDING COMMISSION 5°c i o, n AT 6', 12", 35', 63-1/2"AND TWO-HANDED COMB HING DECLARATORY STATEMENT DCA05-DEC-219 92-1/2" FROM TOP OF DOOR EXTRUDED ALUMINUM BRIDGE 2 BY'GIESSE' HINGES DOUBLE DOORS: (7) PER LEAF AT 7/0 ANO 8/0 DOORS a TWO-HANDED COMB HING AT 9'AND MNE" FROM Engr:JAVAO AHMAO A A'ROOUCI'RWISYD '� L EXTRUDED ALUMINUM BRIDGE 2 70P AND BOTTOM,.OONE AT MIDBRAIN CML ucurupryl°g w88 the Fye I (6) PER LEAF AT 6/8 DOORS 8Y'GIESSE' f CA N.35362 Rul°'oC Cod. AT 3", 9"AND 26-3/8"FROM (5)PER LEAF �cceT.rxnce No IS-O q•ly c S �' TOP AND BOTTOM AT 6", 12', 35%63-1/2"AND %yrtr.1�.0 Oxn 92-1/2' FROM TOP OF DOOR •°'� ,�`I ticrr�b 6diVOrrT4fy/N drowingo no. NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE W04-01 ENGAGED DURING PERIODS OF HURRICANE WARNING. sheet 2 of 5 U3 w 'CK TYPICAL ATIONSANCHORS TYPICAL ANCHORS al TYPICAL ANCHORS W000 SUCKSEE SPACING o W SEE ELEVATIONS METAL R SEE ELEVATIONS FOR SPACING STRUCTURE Z i FOR SPACING � o � O � J pp . a E e T. :.I EDGE DI 3 EDGE DIST. Q z .E•f O�T. v=i I o o 1 OW .:- W a�o � "13` lTJ LL c°�o An M A - WWM �N w jpF �N Ca'ao8 0 13 TYSEE E EVATICCNS LL Z u1 f 1✓ �JI VAT" PLUGS ALES FOR SPACNG WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH Q a m-< MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND W 7 q fI SEE SEPARATE NOA TRANSFER THEM TO THE BUILDING STRUCTURE. Z) II F-I FDR TRAN$Op N _R' RATING AND ETAILS I�ZS--S]l II Isee nev. o I iL 7_2___5L_A1yb _ 11` - 1/4" DIA ULTRACON BY 'ELCO' (Fu-177 K51, Fy-155 KSQ U ^ I Z I I p i' jL--- i I1-1/2" MIN. PE WOOD HEAD/JAMBS) W wn 99 w'- U rT it HRU 1 RY RUCKS INTO CONC. OR MASONRY Z rT 4 1-1/4" MIN, EMBED INTO CONCRETE (HEAD) aq V)x J p ',' © i� ji 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS LL o a _ I`------ ------- 1 DIREC Z I- o FT IV- 1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 3 =w _ X 13 { MWAI-DAOE COUNTY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) W vi o (APPROVED MULLION p F Z 7 a "i SEE SEPARATE NOA 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � Oa_g TYPICAL ANCHORS INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/R") oN 13 SEE ELEV. FOR SPACING < La d ri ( INTO METAL STRUCTURES STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) D 2 (STEEL IN CONT ALUI.MINUM TO BE PLATED OR PAINTED) ' 7 TYPICAL EDGE DISTANCE R o INTO CONCRETE AND MASONRY = 2-1/2" MIN. a �+ I'��' INTO WOOD STRUCTURE - 1" MIN. ^E R J8 X //2"SMS - _ INTO METAL STRUCTURE - 3/4" MIN. u 3 3"FROM ENDS S AND 10"O.C.MAX WOOD A � 5 MIN. 3 CONCRETE AT HEAD, SILL OR JAMBS I'c = 3000 PSI MIN, a (4) /t2 x t'SNS C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. o u v LJI 2 AT 2.O.C. MAx. SEALANTS: o«_M ry ^ AT CENTER OF SILL 9 a s 2 CBI( �o< m�a _ 4 ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH t3 REOD.AT ADSEL OR TEKNA 50729 SEALANTS. 9 ( ) 3 '@DOUBLE XX DOORS ONLYEng,.JAVADAHMAD !'NON1/Cf NIVIYtD ,I 13 -- --� u f 1 k TLA /70592 "n'PiYI"g v.h►Mr tM1orldb CA.N.N.3538 Hulling Cud. � .1Y y �. l__ JI 1CffP1�ilft Nu 1 9u a __ EtPIl.IfOV()tit { j{ V v ` O EBBE-01ST. NvthA drawing no. v O1F W04-01 TYPICAL ANCHORS " SEE ELEV. FOR SPACING sheat 3o 5 1/4'MAI(. Z 3 SHIM SPACE 1/4'MAX. k f a SHIM -.. Q f IFdi < SHWA e' AL (D/ STRRUCTUREc0i 1 (7) /E X 3/MSLL $ -- TYPICAL ANCHORS VW()ODUIC*JCI( 0 ACTIVE LEAF FOR SPACING c 1313 aQQ g l ';�`TYPICAL ANCHORS WSEE ELLY. .FOR SPACINGt8 . O z EXTERIOR 137 •• TYPICAL ANCHORS - 11 2 D.L.OPG. lI..SEE ELEV. s FOR SPACING O LEAF WIDTH 0 Z o � FRAME WIDTH w W W n U Ih SINGLE DOOR MIALII-DARE CCUNTY '^F N � APPROVED MULLION `/ SEE SEPARATE NOA \/ Q m ______ \"/ SHIM lay U .W R WD^ WOOD DUCK Q Z 7 Llr SEE SEPARATE NDA a I 1 1 ACTIVE LEAF ..... IN-ACTIVE LEAF W vN FOR SIOEUTE Y I I I 6 L RATING AND DETAILS y li 1 Ih _ 13 16 •. a _ - G=7r--art{'-ar----�I I �� C� - - �C� � - - ► 1 1N I II I L TYPICAL ANCHORS FFF22t 12 O SEE ELFV. q x 13 O L O FOR SPACING d N tt EXTERIOR (2) /e X 3/4- 0 OPG. SMS -' a c m� LEAF WIDTH c LEAF WIDTH mom.<mu FRAME WIDTH DOi.IR1.R DOOR -- Eq,;JAC CMRR L rHUOUCr VX1Clb �U.PE 10593 a•cump7l.{whaM�f{fW CA. 53B HeVding �calR.nc.l4n -Cli 15�L lM DN. a � bA'wp>i drawing W04-01 ah�et 4oF 3.937 � 10 �� Q A70 ® 0 + o 1 1 10 � n t.815 1.834 z J El I 2.658 0 Z q z / 0 5; 0,0 o > L.772-� � fl DOOR 7RAME 1.771- I I O 0 I 0,1r� it n Qw LL Z"= s 2.830 I �f 3.673 I .070 I I Q w m f 2.819 i_ _ _ U �b 2.047 FRAME T_ OP ^ORN�g O Z_ O 2� DOOR LEAF wn n.Na W W C)Mj 14 ~ J --l.772-, w� I =w� P F Uwwm .067 - I 3.937 O W, Z 07 3.177 2.721 1.1OJ 0 g m W a Ci _- 11.6}8�1 .238 T G� 1.D43 °) OOCR BASE BOARD O SHEAR CUP o2.402-1 g .1313 r / o 1 -1.417 L764 .063 1.906 .571 yl YII FRAME BOTTOM CORNR m I L1.772-moi .74, --4 L.591 LEAF CORNERS m 2i m u C'/ FRAME SILL �� ASTRAGAL STILE E,gr: JAVAD AHMAD M 2.000-1 1.000 CME �RUDLILT wKVl1l►D 1 ILA.YE y 705L2 LL C.A.N.3538 o eomyylol wu%e c n p Y 4 R.WInq Cob AMS 1.00D C94 .846 1 016 A—poi, N. 1 i—�� _ 050 F.,yIntM4 Drr E L 61_ . drawing no. �i 1.Z01 M,IsrI MJ."e M, WO4_O� 10, SILL BASE 0 GLAZING BEAD sheet of $