The URL can be used to link to this page

WS-19-1300Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit No.: WS-06-19-1300 Permit Type: Windows/Shutters Wd losaftcation: Window/der Replacement P Gr-1 M Permit Status: A00roved Issue Date: 06/07/2019 1 Expiration: 12/04/2019 Location Address Parcel Number 335 NE 101ST ST, Miami Shores, FL 33138 1132060135211 Contacts FEDERICO ROJAS AYALA Owner MDV GLASS Contractor 335 NE 101 ST, MIAMI SHORES, FL 33138 DANIEL NAIM Home: 3054847714 FEDERICO.ROJAS@YAH .C.COM 20865 NE 32 AVE, AVENTURA, FL 33180 Other:3054872205 Requests: Re Re _ Description: SUPPLY AND INSTALL IMPACT GLASS WINDOWS Valuation: $ 24,167.00 305-762 Inspection AND DOORS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $15.00 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $5.00 Scanning Fee $9.00 Technology Fee $7.50 Windows/Shutters Fee $250.00 Total: $344.00 Building Department Copy Payments Date Paid Amt Paid Total Fees $344.00 Credit Card 06/07/2019 $344.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date June 07, 2019 Page 2 of 2 600 ECO 600 39X82 31X80 18-0319.13 18-0319.13 Z5 40.1, -53.6 Z4 40. 1, ECO 300 / EXISTING 37X38 DEN ..; 17-1102.20 Z5 40.1 -53. ]ECO 200 74X38 17-1102.23 Tu Vol I hilShores Village gPPROVED 7"T*4'trlG D 7p i -1 Dr- L7 T - aNNINaw.uxN ws.usman CO 250 EGO 250 - NN•sNNI NNaLrTo,r Ncx 3X63 93xs3, ,� -To COMPLIANCE WI i H ALL -EDERA 8-0426.09 18-0426.09' r Qt"•" "' i M9"'� 540.1,-53. 540.1,-53. Y F L 11 FS rT'7` L .._ aaresua omemErzwum suaa/Nsumsua A 7-1218.14 5 40.1, -5: EXISTING LONG ECO 550 37X63 17-1011.20 4 40.1 -43.5 EXISTING DINING MIYWYI®fYt ECO 700-3 I 144X80 17-0712.01 Z5 40.1 -53.6 HANDRAIL TYPICAL DETAIL • 500 ECO 550 II � •• � e s EC 500 II � •• � e s EC 500 ECO 300 Dunn s wOIN EXan• eFORDON �� 1 17-1102.23 25X44 X44 540.1 -5: 17-1011.21 17-1102.20 O FITTING , Z4 40.1, -43.5 440.1 -43.5 aAT"� ECO 500 ECO 550 ECO 550 37X50 37X51 37X51 17-1011.21 17-1011.20 17-1011.20 540.1. -53.6 Z4 40.1 -43. 5 40.1, PROPOSED FLOOR PLAN SCALE: 1/4• - 1-0• I. THE CONTRACTUR SHALL VERIFY ALL DIMENSIONS ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK. CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE MODIFY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES IF ANY. Z THE CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING RECURS TO MAINTAIN PLUMBERS AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING CONSTRUCTION 3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PRIMUS FOR RESPECTIVE TRADES. HE MAU BE RESPONSIBLE FOR LOCATION AND DETAILS. 4. COITRACIOR/OWNER SHALL BE RESPONSIBLE FOR VERIFYING REDU RED GUIDE 6FINISHED FLOOR ELEVATIONS WITH RESPECT TO COUNTY FLOODCIITERIA EXISTING CROWN OF ROAD ELEVATIONS FEDERAL FLOW CRITERIA DR ANY OTHER GOVERNING BODY. 5. OWNER AND CONTRACTOR SHALL MOREY ENGINEER IN WRITING BY CERTIFIED MAIL UPON COMMENCEMENT PROD. B. ALL CONSTRUCTION DRAWINGS MUST COMPLY WITH DESIGN STANDARDS OF THE CURRENT FLORIDA BUILDING CODE MO. GTH EOTION. 7. *WALL 6 CEUNG FINISHES SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN 200 AS PER HE R30Z9.16 A SMOXE-DEVELOPED INDEX NOT GREATER THAN 450 AS PER FBC R3OZ9.2 B.•CHUNGINSULATION MATERIALS INCLUDING FACINGS SUCH ASVAPOR RETARDERS AND VAPOR MEMBRANES ROOF CBLING ASSEMBLES WALL ASSEMBLIES 6 ATTICS SHALL HAVE A FLAME SPREAD INDEXNOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 AS PER FOC R3UZIO.1 B. INTERIOR FINISHED FLOORS AT THE REOBRED EGRESS DOOR SHALL BE NOT MORE THAN 1.5" LOWER THAN THE TOP OF THE THRESHOLD • FBCI 11313.1 SCOPE OF WORK CALCULATION AREA •BTOIFIIREM LING •Ensmlo LmNo nREn 2.28051E "BATHROOM FAsnNG fORQI 1 5/F *OHi WsTDIEBIOQED OUT(SEE rmu EpsnN�Nouse Z4605/F 'NBY WOKS (SEE RAW •ELOWCALWORX LEGEND •R1�9iWORE •1101il 'aI WON[ EgSTRG TO RFAMIN ONEW PhRII110N ® rEw cmu ENzoslsE i • a: • • • • • +r`NA.A1 1-9a/11,'JUI/°" un • •• • OR •; • • •• AIN:DFJANIXON,V OR • .�-• OR • ••• • OR NO • ••• • • •• •• PI-ESSMAI-915I CES DB12 S W 134TH COU11T NNNL R°°188 2t2A40°I Tm z uJ CZ C= c O Z LL CA7 b Q o a N o i 8 o� J REVISIONS No. DATE &VM/MaR.• T.CDN•NTS MNM PF. S0.8° 170 mN1 AVENUE PALMETTO my. R TSS.449.,8N5 SHEET: A-7) 4016 - Beatriz Machado Address: 335 NE 101 ST WINDOW & DOOR SCHEDULE Miami Shores, FL, 33138 MARK QTY W H MANUFACT. CONF. GLASS NOA/FL Zone Product Approval Required Design Pres. Mullion PSF (+) PSF (-) PSF (+) PSF (-) 18-0205.05 Approval A 1 96 44 ECO FX 300 0 Laminated 18-1220.06 4 +60 -60 +40.1 -43.5 B 1 25 44 ECO CA 500 X-LH Laminated 17-1011.22 4 +70 -75 +40.1 -43.5 C 1 74 38 ECO HR 200 XO Laminated 18-0426.09 5 +70 -80 +40.1 -53.6 D 1 37 50 ECO CA 500 X-LH Laminated 17-1011.22 5 +70 -75 +40.1 -53.6 E 3 37 51 ECO CF 550 0 Laminated 17-1011.20 5 +70 -75 +40.1 -53.6 F 3 74 51 ECO HR 200 XO Laminated 18-1220.07 5 +70 -80 +40.1 -53.6 G 1 37 37 ECO CA 500 X-RH Laminated 17-1011.22 4 +70 -75 +40.1 -43.5 H 1 37 63 ECO CF 550 0 Laminated 17-1011.20 4 +70 -75 +40.1 -43.5 J 1 37 38 ECO HR 200 XO Laminated 18-1220.07 5 +70 -80 +40.1 -53.6 K 1 24 51 ECO FX 300 0 Laminated 18-1220.06 4 +75 -80 +40.1 -43.5 L 1 37 38 ECO FX 300 0 Laminated 18-1220.06 5 +75 -80 +40.1 -53.6 M 2 93 63 ECO HR 250 XOJOX Laminated 18-0426.09 5 +70 -70 +40.1 -53.6 Yes 2 1 144 80 ECO SD 700-3 XXX Laminated 18-1220.08 5 +60 -80 +40.1 -53.6 3 1 31 80 ECO FD 600 X-RH Laminated 18-1220.11 4 +70 -75 +40.1 -43.5 4 1 1 1 39 1 82 1 ECO FD 600 X-RH Laminated 1 18-1220.11 5 +70 1 -75 1 +40.1 -53.6 .. ••• • . . • . •• • .. . . . . . .. . . . . ... . . . .. .... .. . . . ... . . 000 . . .. . . . .. . . .. . . . . . . ... . . . . ... . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . � AL-FAROdQ CORPORATION SITE SPECIFIC WINDLOAD CERTIFICATE 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 1 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Project Number: 113700-7915 Date Requested: .•.• 41512V11:53 TIM••� ...... Client: Ricardo Chamas Mailing Address: Ricardo Chamas.":'. •. MDV Glass MD\�&T s " "•••• 2079 NE 196TH Ter 2079rWIMTH Ter' :....; North Miami Beach, FL 33179 Nort[Miairai Beaeh,'FC33179 ' Project Address: 335 NE 101 st St Job Name: ...... . •. • ..;.. • Miami Shores FL 33138 .. .. .. . ...... Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Gcpi +/- .18 Notes Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. •••..• . • Wind Load Analysis for con1poneAts and madding wRl1 • • • • impact protection as per spkifickon of ASCE 7-1Oa4J7 FBC. ' • • Design Wind Pressures (PSF) Trib. Area (ft 2) Zone 4 Zone 5 10 +40.1 1 -43.5 ZONE 4[*-1 d-10% OF LEAST HORIZONTAL DIMENSION ZONE 513 HEIGHT •H- FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT H d � Valid Only with Engineer's Seal i r _r I AP J2019 CAN (EB) #3538 © 2019 , Copyright AI-Farooq Corporation MM I®QA�E MIAiVII-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economv Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 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 A14J (in areas other than Miami -Dade County) reserve thtMght to have this product or material tested for quality assurance purposes. If this produCtpr�material'fall to perform in the accepted manner, the manufacturer will incur the expense of such tes"gpyti the A21 may immediately revoke, modify, or suspend the use of such product or material within tha43v>:isdiction .RtR reserves the right to revoke this acceptance, if it is determined by Miami -Dade Comity. Product, Qpntrol Section that this product or material fails to meet the requirements of the applicable buihitag code. '....' This product is approved as described herein, and has been designed to comply with' j"f lorida $wilding Code, including the High Velocity Hurricane Zone. '. • • '*.' . DESCRIPTION: Series 'Eco-Guard 500" Outswin-e Aluminum Casement Window:- .M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outsyving•Casement'Wdw. (L.M.I.)", sheets I through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, 1Hpafed by:Al-? rooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County ProduCt'fbntroi 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 No. 15-0406.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P. E. MIAMFDADE COUy NOA No. 17-1011.22 NTY r - . • • •.. , 1017 Expiration Date: May 19, 2021 Approval Date: December 21,2017 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, 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 ] BG %AS 202t94 � ...... 3) Water Resistance Test, per FBC, TAS 202-94 . "; • .' • 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, TAS 20-'--9 • •..' along with marked -up drawings and installation diagram of a case* gienT4vindovV,: •, • • •.... b Hurricane Engineering and Testing, Inc., Test R or" prepared y g� g g� • • • • • • BETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed ate ss8aated by.Ca%dido • '. F. Font, P.E. .. • (Submitted under NOA No.11-0309.06) 00 .....: 0 .... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 50' Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E 41114y)f Zhao Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (coNrnwm) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 05/02/13 and expiring on 05/19/16. 2. NEW EVIDENCE SUBMITTED .. • • •. A. DRAWINGS • • • • ...... • 1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wd�rc.f�I,.M.I.}",• "• •' • sheets i through 6 of 6, dated 02/23/11, with revision F dated 09/267Wf prepl"by ; • • • •: Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. "" B. TESTS • • • ...... 1. None. ...... C. CALCULATIONS • • ...... 1. None .... D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expirine on U7/US/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), with FBC 611 Edition (2017), and of no fmancial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 07/02/15 and expiring on 05/19/21. Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-2 ECO-GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALLMEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF 1/8' TEMP. GLASS 3/8' AIR SPACE HEAT STREN'D. GLASS 1/8' HEAT STREWD. CLASS 090' Interlayer 090" Interloyer By kumray America, Inc.' 13Y kumray America. Inc.' [ �-1/8" HEAT STREN'D. GLASS F-1/8" HEAT STREN'D. GLASS E ORNING 899 pp*DOW FORNING E 899 z 4 i m a h *D'OW 19 AT 1/4 POINTS ALL SIZES SETTING BLOCKS AT INSUL LAM. GLASS • • 000 GLASS TYPE 'A' GLASS TYPE NOTCH GLAZING BEAD LEG 'AA' • • TO CLEAR BLOCKS • GLAZING OPTIONS • • • • • FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 37' VDOW WIDTH 35" ENT WIDTH 29 3/8' D.L OPG. A 2 / 12' 3/16' HEAT STREMD. GLASS .090" Interlayer rTroslfol PVB 1 1 BY'kuraray America, Inc.' 13/16' HEAT STREN'D. GLASS m m X �z n'8 v 0 \.6 POINT LOCK LOCKING POINTS WDW. HEIGHT NO,KEEPDF ERS UPTO AT SASH 26" 2 38-3 8' 3 50-5 8" 4 63' 5 76" 6 )NE NOTE: CORNING 899 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • .. .- 111111 LEI,/,, . • `L_:(1C'f REVISED A • • • 1 :` 'G u'iti: [he Ftcrota Ecniretion f}rte _74RT „ZQ / • Gn • • •t jp !:x3* Product Coat" g•o • �v Z q � � n W ; 0 g 0 4brr it gig 6 yo$s� Qruafk' drawing no. W1 1-05 EDGE DIST. TYPICAL ANCHORS f o SEE ELEV. 1BY V u .. .{ FOR SPACING WOOD BUCK �� o .:'.e METAL f =— _-- ----- ___-_- ---'0 EDGE STRUCTURE II MLAMI-DARE COUNTY APPROVED it EDGE m ° a " DIST. j I MUWON h MULLION ANCHORS I DIST. c Z m 3 ABATE NOA I I I SEE SEPARATE .. .'. I.°". 11 DIST. �I F � W N Q G a IL O 10 \ \ N = }v[ 2 O �plj TYPICAL ANCHORS 4d n O 0 iQg� 2 SEE ELEV. V j TYPICAL ANCHORS FOR SPACING SEE ELEV. 5 FOR SPACING1116 TYPICAL ANCHORS: SEE ELEV. FOR SPACING a WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. 1f4" OIA, ULTRACON BY `ELCO` (Fu-177 KSI, Fy=155 KSI) 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES N MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) U $ I AND TRANSFER THEM TO THE BUILDING STRUCTURE. J � THRU 1BY BUCKS INTO CONC. OR BLOCKS v J j 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) I R i DIRECTLY INTO CONCRETE OR BLOCKS w j 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) a i 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) � 0 v O to _ _ $ a I #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) z 3 y n N 4 W i INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O CO (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE z 3 G m W ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) � z in Z STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 0 C'4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) g W us W 912 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � O INTO MIAMI-DADE COUNTY APPROVED MUWONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE I (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) 5 { STEEL' 1/8" THK. MIN. (Fy - 36 KSI MIN.) s 13 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 4 $ TYPICAL EDGE DISTANCE w �a 1B, INTO CONCRETE AND MASONRY = 2-1/2" MIN. • g 2 WOOD BUCK INTO WOOD STRUCTURE - 1" MIN. 17 INTO METAL STRUCTURE = 3/4" MIN. © t0 16 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. o o w ry rt 1 r a CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. 0 8 `o S h • • • • • • C-90 HOLLOW/FILLED NORMAL WEIGHT BLACK AT JAMBS f•m 2000 PSI MIN. P v W I I • • • • • • • • • \\111111Y • G aw e ":. � . �•. .' AEI <.c - '�- a s ° < TYPICAL ANCHORS SEE ELEV. SEE ELEy 7 \ • I T1IFMCAL WCHORS • • • f, c p ly'/0//•2l e I _ • • Etp.ratrin,7a._ Q,$,jipl,l • • • • • • -� ATE OF FOR SPACING FOR SPF drawingo no. lyCI�G• • • • • • • • 1Sy •_ ORID�`.•' \��` • • • R?i:•;1I e FtU!hece C<umal '�j aS`S •••.... �% �` W 1 1-05 •.�_ ° EDGE DIST. v EDGE DIST. • • • • • • • • • • • • • •/I • •• •• • • • • ••• • • • • • •• ••• •• �V s 1/4" MAX. O 1/4" MAX. O 11 SHIMS C 1/4" MAX' Z m 3 SHIM 5 O tBY SHIM 0 h WOOD BUCK p "1 18 4 li 12 J. v v TYPICAL ANCHORS 2BY WOOD BUC SEE ELEV. �yC TYPICAL ANCHORS ----------SCREEN OPT. --------------- [FOR SPACING OD STRU UREWSEE ELEV. CC E FOR SPACING 11/2 Ryn 8S A 3 2 u LLp ♦r (7 t0 rr 1 B EXTERIOR TYPICAL ANCHORS SEE ELEV. THE FOR SPACING STRUCTURE O.L OPG. _ a VENT WIDTH WINDOW WIDTH o w w D: m MUM1—DADE COUNTY O M APPROVED MULLION 0 00 ut SEE SEPARATE NOA Z 3 TYPICAL ANCHORS SFE ELEV. FOR SPACING $ 0 O� Q n U U)w W CD m I i O ------- I I i 1 II II II 11 I 1 — I 1 C aq q L--- J WINDOW WIDTH WINDOW WIDTH • • • • • • • • • • • • • • `t\ttillii/i/ c • • • • • • • • • • • sa i imp j dlh the Florida ` EAs;ep4;::�ee • • • • • • • xpiwia Dale • • • • • • • • • B 7�lav TATE OFF drawing no. • • • • • • • • • : • •hTiami rJs� Prclh:ct ta;Mmi �%�` '' •. OR1DP: • �._\ .ili7 W1 1-05 • • • • • • • • � � /// ®A9A@.1�1�� sheet 3 of 6 • • • • •• ••• •• TYPICAL SEE ELEV. FOR O ALT. TYPICAL ANCHORS J / �S EE ELEV. FOR SPACING u rt are INV II MIAMI—DADE COUNTY APPROVED II I I MUWON & MULLION ANCHORS I I I� SEE SEPARATE NOA �1 I EDGE DIST. I II II I. — '---- —----------JI TYPICAL ANCHORS SEE ELEV. FOR SPACING �® TYPICAL ANCHORS ' SEE ELEV. FOR SPACING . e �e �s a � ALT. ••: • 15 ••• • ••• • • •• • LNSTALLATIDN • • •• DETAIIS WITFL��fL • • • r • 31R;MLO • • AflA➢SM • •lC,��Sfpr..il::nwiU: Ltt 2CYYJE • • • c�.z �:ricn2e/ *so •• • • • • • ••• 3..w ; 4A[do • •• • • • •� r w•w •• • • ••� �v Z b 0. q P W i 9a os-� p&ga 0-at� 2 0 n J n m viID g � � W :D o 5- m 00 n m 3Z� o U � w ci W ao m I�...... �P eNSF •, O N . 70592 4 O • SYATE Of•(V�� drawing no. FRAME HEAD/SILL/JAMB Q VENT 519 .003 .a- 1.047 Q GLAZING BEAD (5/16" LAM. GLASS) y F—.130 .ao3 —III o4s 1.172 O GLAZING BEAD (INSUL. LAM. GLASS) 394 .603 - .050 1.047 GLAZING BEAD (7/16" LAM. GLASS) 2.688 062� '500 I 69 2.611 is FLUSH FRAME ADAPTER 1.750 .4113 1.750 L4 .493 8 CORNER KEY SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMEfER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. ITEM PART N QUANTITY DESCRIPTION MATERIAL MANE./SIPPLM/REMARKS 1 E501 4 FRAME HFAD/S1LL/JAMB 6063-T6 - 2 E502 4 VENT 6063-T6 - 3 FY708 EAD. AS Ram GLAZING B8' LAM. IXASS) (5/1 6083-Te 3A E505 AS REOD. GLAZING BEAD (INSUL LAM. LASS) '6063-T6 - 38 FY109 AS READ. GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 4 E508 AS REOD. SNUBBER - VENT, FULL LENGTH 6063-TB - 4A E509 AS REGO. SNUBBER - FRAME, FULL LENGTH 6063-T6 - 5 E506 OPTIONAL SCREEN FRAME 6063-T5 - 7 #10 X 1-1/4" AS READ. FRAME AND VENT ASSEMBLY SCREWS H WH SMS B E203 AS REOD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REOD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. INSTALLED WITH (2) /10 X 5/8' SDS 11 13098.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - G/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEED.. - 15 FY120 AS READ. FLUSH FRAME ADAPTER 6063-TS OPTIONAL 16 - 3 ANTI SAG SKATE NYLON M*M PLASTICS 17 #10 X 1-1/4' 2/ SKATE FH SDS SKATE SCREWS 18 /8 X 3/4' AS REOD. Fry SMS SNUBBER SCREWS IN PAIRS 2' APART. PAIRS SPACED AT 7-3/4' O.C. 19 - 2/ LATE SETTING BLOCK, 3/16' X 3/4' X 4' LONG EPOM DUROMETER 80t5 SHORE A 20 FLB-50 - GLASS SPACER - 1/8' HIGH SLICONE FRANK LOWS El 21 INSUL GLASS EDGE SPACER ST. STEEL I CARDINAL XL LOCKS: MULTIPOINT LOCK SYSTEM J13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) /10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489-00.0001 SPACED AT 12-3/4' O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) 110 X 5/8' P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES 243 HINGES: —r.120 4 BAR ST/ST HINGES /35.12.00.400 BY 'TRUTH' —f LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8P PH SELF DRILLING SCREWS 1.25E-�I SNUBBER -FRAME OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.0;1* @Y 4TWKH'• • • • LOCATED AT SILL END • • • • • • • FASTENED WITH (6) #10 X 1" P PH SM$ • • • � � � � � • • #30175 OPERATOFASTENE AT BP TOMPH WRAC 0 X S�IS�.7801 1245 —( --I 720 F-- ANTI-SAG SKATES: VINYL ANTI -SAG SKATES BY 'M&M•AATIe• • • `U ron.z2 c T �aa-ai��:'�.Q' 1.�=') e (2) AT LOCK STILE AT 6-3/4' FRDilI TOP/OTiOM Q/AIL • • ♦LO • • • rY__ (1) AT BOTTOM RAIL AT 4" FROM STILE ♦ • : *1=1/4" • • as�n1 • SNUBBER -VENT EACH FASTENED WITH (2) #10 X :4H SDS. • • • Yg • •• • • • • U � J J o m i ~ w Oo�+N1 3 z�n (() 0 W rn W ro f '4I1 drawing no. W11-05 0 Z q 3 �E7 Lp al 14 14 IL vf g � O I � s w R 3 �tM A. Q co N o O Oo U coW J O VENT CORNER FRAME CORNER 6 o a g00 o-aA sass V O c 00 • • •• • • • • • �\\\\.P1 I///i • • • • • • • • • • • • OAt33UM REVISED ' iu muepiyi�wilh the Florida � ,) '� c � 50. •• • • • • •• • ••�ao+o Z�JG.o �® ATE OF lfj� drawing no. Wil • •• • • • /Illr 1\\\\\ sheet 6 of 6 • • • • ••• • • MAW NIIAMIDADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONONIIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _ www.miamidnde.eov/economv Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing thq use of ctmstruction• • • • • • materials. The documentation submitted has been reviewed and accepted by Miami -Dade C,dM".RER- • • Product Control Section to be used in Miami Dade County and other areas where alrcVed by thVAufhority* ...... Having Jurisdiction (AHJ). � � • � � • This NOA shall not be valid after the expiration date stated below. The Miami-Dade-.Ci4Wm' PrA'%'c'l�Oontrol� • • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade.Cwg- y) resewp the right• �; • to have this product or material tested for quality assurance purposes. If this prad&t. Sr material $ils to..... • • . perform in the accepted manner, the manufacturer will incur the expense of such t®stiro and the AHJ may .' immediately revoke, modify, or suspend the use of such product or material within their jurisdtjtj91,, RER• • • • : • reserves the right to revoke this acceptance, if it is determined by Miami-Dade;Coutgy Product Controt • Section that this product or material fails to meet the requirements of the applicable Mildiiig co&.. ". 0 • This product is approved as described herein, and has been designed to comply with the FloriWguilding Code, including the .High Velocity Hurricane Zone. DESCRIPTION: Series 'Eco-Guard 550" Aluminum Fixed Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 No.15-0406.11 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.11-0309.07) 2. Drawing No. W11-10, titled "S-550 Aluminum Fixed Windpw CL.M.I.) „jLeets 1....�, through 6 of 6, dated 02/28/11, with revision D dated 06/23/15; prepared by.j fl rooq .' 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 perYW2 TAS•302Z4 3) Water Resistance Test, per FBC, TAS 202-9.1t0;'; • along with marked -up drawings and installation diagram of an alum mAm fx��od % window, prepared by Hurricane Engineering and Testing, Inc., kes�t leportNq,. BETI-10-3145, dated 12/29/10, signed and sealed by Candido F. Font, P.E'. %.' (Submitted under NOA No.11-0309.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3146, HETI-10-3147 and HETI-10-3149, all dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.07) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked --up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No.11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5te Edition (2014), prepared by Al-Farooq Corporation, dated 03/27/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER) 411 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E--1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS • • • • • • 1. Statement letter of conformance, complying with FBC-5th Edjajt12014j, d;of nq...;. financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and. • sealed by Javad Ahmad, P.E. .... .... • 2. Laboratory compliance letters for Test Reports No. HETI.10.3145' UETI-10.3146, ". HETI-10.3147, HETI-10.3148 and HETI-10-3149, all issued b• .;(*cane • •: • • • • .. • Engineering and Testing, Inc., dated 12/29/10, signed and sealed.by.�andido F. Font, • P.E. • . • • . . . ...... (Submitted under NOA No. 11-0309.0 7) • G. OTHERS "" 1. Notice of Acceptance No. 13-0206.08, issued to Eco Window Systems, LLC for their Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I., approved on 05/02/13 and expiring on 05/05/16. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W11-10, titled "S-550 Aluminum Fixed Window (L.M.I.)", sheets 1 through 6 of 6, dated 02/28/11, with revision E dated 09/27/17, prepared by Al-Farooq Corporation., signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. -Pny ?� 40 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5" Edition (2014), with FBC 611 Edition (2017), and of no financial interest, dated September 15, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • • • . . .... ...... G. OTHERS 1. Notice of Acceptance No. 15-0406.11, issued to Eco Window,$y ns, LLC for their. • • • Series "Eco-Guard 550" Aluminum Fixed Window - L.M.I., approved on @?*2/201; • • • and expiring on 05/05/21. • • • • *-0-0' :0 ..... ...... . • . . •.•••• . . :000% 0000 Z 6 v Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.20 Expiration Date: May 05, 2021 Approval Date: December 21, 2017 E-3 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. FALSE MUNTINS D.L.OPG. SHUTTERS ARE NOT REQUIRED. (SURFACE APPOSEMAY BE D b 3 , �0 ECO—GUARD SERIES-550 F' Q n a ALUMINUM FIXED WINDOW o 0 ` o U DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER W N fSY N CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE�N t� COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER 0 --=-I------I --- 1r� 4 �I I� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING . gig., I� �I MWAI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. jl Ij LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL Q d Q; 0 WILL APPLY TO ENTIRE SYSTEM. Y IL i gm ==r==== TESTED d THIS PRODUCT HAS BEEN DESIGNED AND TEED TO COMPLY WITH THE r J tZ7 g C d 3 li i1 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA S W OOOiii f F �I Ij o BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). iBY OR 2BY WOOD BUCKS &BUCK FASTENERS 6Y OTHERS, MUST BE -ij - ^ � DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS g U II II TO THE BUILDING STRUCTURE. I I' 8 ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS v 3 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Z 2 n .., A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 3 W w ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. 10 1/2' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT w � N N w TERIALS SHALL MEET THE MAX. 6' MAX. REQUIR ME TSCOME INTO OF CONTACT 4/201 DISFLORIDA M BLDGMILAR HEAD HEAD/SILL . CODE & ADOPTED STANDARDS. > r.t SILL CORNERS THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Z p CO '� FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF Z 3 TYPICAL ELEVATION STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. ¢ _ 3 Z CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. Lo O o ... AND TO BE RENEWED BY BUILDING OFFICIAL o uj 1/8" TEMP. GLASS 1 W ro k' O 3/8" AIR SPACE 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'O. GLASS 3/16' HEAT STREN'D. GLASS ? 51 .090' Intenoyer 090` InterWyer 090' Interlayer Trosllol PN3 Tr Ifol PVB Troslfd PVB By 'kuroray 'kuraroy o R n 8 S America, Inc.' 6y America. Inc.' By 'kurcray Ameneo, Inc.' - 0 4 0 W. Q 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS 3 i s S w SILICONE w SILICONE SILICONE m DOW CORNING 899 t DOW CORNING 899 to DOW CORNING 899 i m z m mq 9 c u= 5 m] 8 rob SETTING BLOCKS A�NTTSu- o R= 3B a F5 3 5 II 11 • �� I`V LI W G �• • a I' i� IN B L C 8L KS c m I� I� 7 • • • • • • • '•'• • • : \\\\\\111111///AA,' mo � � • • • •;�i)Dtl�l,y:_.i�* J • • • • � Y ;'• �.1GEAp� �i N �r g m cwnylyiny ., Lh Lhv '1cd la 70592 F W 3uileirg Cuaj s LyGir .4aeprs!ce 1Y2 f )0ll. ZO AT 1/4 POINTS ON UTES w 10 AT 1 4 POINTS g y / 9 AT 1/4 POINTS ON LTfES Ti+cT+imric:,Dsie �Zpzl • S s ,; • • • • • WIDER THAN 36' ONLY ALL SIZES WIDER THAN 36' ONLY • • By • • •� 'A' • • �� 0 GLASS TYPE GLASS TYPE 'AA' GLASS TYPE `B' +�\ter►` TE of ((/� • Mj r t ym yj • riORtm:.•' \ drawing no. • • • • • • • • • � �� $ W 1 1-10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDPA DIPS. I GLASS TYPE 'A' I GLASS TYPE 'AA' GLASS TYPE 'B' WINDOW DIME. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE WIDTH (W) LENGTH (L) -(+) I 1NT.(-) -(+) I-(-) EXT.(+) iNT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) I-(-) EXL(+) INT.(-) 1. 36' 42 48' 54' 80' 66' 48' 70.0 75.0 70.0 75.0 70.0 75.0 26-1/2' 32' 77' 42' 48' 53-1/8" 56' 60' 63, 50-5/8" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 75.0 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 K61.7 57.8 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 54.8 70.0 75.0 70.0 75.0 - - 70.075.0 70.0 75.0 - 70.0 75.0 70.0 75.0 30' 36" 42" 48' 54" 60' 66' S4' 70.0 75.0 70.0 75.0 70.0 75.0 - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 26-1/2" 32" 37' 42" 1. 53-1/8' 56' 60' B3" 63' 70.0 75.0 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - $8.9 73.8 68.2 73.8 70.0 75.0 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 61.7 66.1 70.0 75.0 70.0 75.0 - - 1 6" 73.8 68.9 73.8 - - 70.0 75.0 70.0 75.0 W. 36' 42" 48' 54" 60" 66' 60" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 1 75.0 - - 66.4 71.1 66.4 71.1 61.7 66.1 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 WA - - 70.0 75.0 70.0 75.0 - 59.0 63.2 59.0 63.2 - - 68.9 73.8 68.9 73.8 26-1/2' 32" 37' 42' 48" 53-1/8" 76" 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 68.4 62.0 06.4 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 56.4 70.0 75.0 70.0 75.0 70.0 75.0 30" 36" 42' 68" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 48" 54" W. - - 70.0 75.0 70.0 75.0 26-1/2" 32" 37" 42" 48' W. 1- 70.0 75.0 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 70.0 75.0 70.0 75.0 70.0 75.0 - - 62.0 66.4 62.0 66A - - 70.0 75.0 70.0 75.0 30, 36" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - 70.0 75.0 70.0 75.0 42" 48' 54' 72' - - 70.0 75.0 70.0 75.0 28-1/2" 32" 37' 42" 48' 84" 70.0 75.0 70.0 75.0 70A 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 70.0 75.0 70.0 75.0 W. 36' 78, 70.0 75.0 1 70.0 75.D 70.0 75.0 - - 70.0 75.0 70.0 75.0 70.0 75.0 7D.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 1.- 48' - 70.0 75.0 70.0 75.0 26-1/2" 32' 37' 42' 90" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30' 38" 84, 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 76.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 42" 48 - - 70.0 75.0 70.0 75.0 26-1/2' 1. 37" 42" 96, 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30' 38" 90" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 42" - - 70.0 75.0 70.0 75.0 36' 42' 96" 1 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 I I L WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. • • 000 • • • • • • • NOTE: • • 000 •• • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE PROD; CTREVISED BASED ON ASTM E1300-09 3 SEC. GUSTS). 1:l:ptyingwith fivFlorida •• •• aeceys;a^.A1� 11-ton. w - •�EyV 1�-zJ•• • • • • • • • • • • • • • • ... . . . . ... . . • • • A. ••• . . . . . . . . . . •• •• . . • •• •• ... . . . ... . . �P' uGENgF'• ;'� ,parl,w, arowing no. W11-10 TYPICAL ANCHORS METAL ED STRUCTURE 0ST. ��/ S j SIRUCRE o MIAMI—DARE COUNTY APPROVED m I EDGE DIST. MULUON 3 MULLION ANCHORS SEE SEPARATE NOA i�l o Z q gn ; EDGE DIST. F z fy U 7 1 I Z Q IY C S TYPICAL ANCHORS II TYPICAL ANCHORS O as 2 4WQ77}} SEE ELEV. SEE ELEV. C d 1 K FOR SPACING FOR SPACING Q: Z TYPE ANCHORS7, LLm • c FOR SPACING y U S S TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q f 1/4" DIA. ULTRACON BY 'ELCO' (F.-177 KSI, Fy-155 KSQ O WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES g MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) J AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 113Y BUCKS INTO CONC. OR BLOCKS J' 1 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3t 1/j 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Z f DIRECTLY INTO CONCRETE OR BLOCKS 3 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) O o M E INTO METAL STRUCTURES (HEAD/SILL/JAMBS) z 0 °D I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE Z ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) a 3 Z STEEL, 1/6" THK. MIN. (Fy = 36 KSI MIN.) In 0 00 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 Lc) ELI J12 SMS OR SELE DRILLING SCREWS (GRADE 2 CRS) O INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) & Y W STEEL 1/8" THK. MIN. (Fy - 36 KSI MIN.) $ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 2 Q o TYPICAL EDGE DISTANCI BY E wooD BUCK INTO CONCRETE AND MASONRY - 2-1/2" MIN. • INTO WOOD STRUCTURE - 1" MIN, INTO METAL STRUCTURE = 3/4" MIN. W � n WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. 3 a R i 01EAp, SQL Ofi JAMLjnS �(1Q0 PSI MIN. E v y OLL (FLL.[ED �plij�lAt•WF�HT L�K 7�T JAMBS f'm = 2000 PSI MIN. ` m \ o JNBF.'•. m I N s rn I J ste ciarldA — : * — 8 v ° TYPICAL ANCHORS •"`F:.'"r.� rY� .�.1• ( (�. • • — O SEE ELEV. •• •xP"��"•'"�'i�'i�t'.IS.t� • • • TATE OF drawing no. FOR SPACING%.�° • • • : 1� A20FBp1.; ` W 1 1 —10 iV \ EDGE DIST. • P�rami [}adr,,s Ce�R:I • • • i�. ®AA.s.I rL..\\� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V 1/4 MAX o 1/4" MAX. O SHIMS 1/4" MAX. z ro 3 SHIM 1BY WOOD BUCK n Y TYPICAL ANCHORS 4 2 s TYPICAL ANCHORS SEE EIEV N6 v.o SEE ELEV. U FOR SPACING FOR SPACING 1 1/2- 44 S3 Q?ytnq a W 1 4" GQ S GGM pl� ldw' w �ZOgF�C TYPICAL ANC J Om_a 1 B EXTERIOR s�� Q f METAL FOR SPACING 0 STRUCTURE D.L. OPG. a � o � J n WINDOW WIDTH J � m Z W o � w w V)'D m � o M n N1AM1-OADE COUNTY Z 0 0 1 12 APPROVED NUWON z 3 J� SEE SEPARATE NOA TYPICAL ANCHORS < Z } N SEE E1FV. FOR SPACING J 0 oW Vf s S, O o9 9 EXTERIOR wlNDow WIDTH WINDOW WIDTH c u 0 • • •• • • • • • 111n1rrrrr •• ••• •• • • • •• yp.•��•., �� r as..•�m:pl;;;�.g ;�;�,:li'h.. r'krida - � � \ a. • • • (+}- • • • • • TAW OF �� drawingno. • • • •�Qiac i D Ee „i c�uot • • �, �20R10�\�: W l 1 _ 11 0 • • • • • • • • �i��i ®HAS,`�� /rrU1111111`\ sheet 4 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. FOR SPADING MIAMI—DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' W1X. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAIP'!ER • + • • • • • • • • :,r,a „iyxg wifh:he F[ari& _ • • • • �v �u�A�1��o • • • • • Rd� � :de-:�dact Conan • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v m Z^m C F W $�Nn p ui.i O�� 0 Q Y W 7 6 S gala a W N f U � J � N 3 - m O V) Z W x p u Z Q CO n 0 V Nw N W MM z 'e:••'vcFlasF'••. � ff I N ' O N 70592 x It r TE OF ' W� drawing no. omD�`� W 1 1- 1 0 O1 FRAME HEAD/SILL/JAMB i .45050 LU871 t O SNAP COVER 'jI Ir 394 I I ,+:I-- 1.047 L O3 GLAZING BEAD (7/16" LAM. GLASS) .803 I .045 —1.172J GLAZING BEAD (INSUL. LAM. GLASS) 3B GLAZING BEAD (5/16" LAM. GLASS) 2.68E .062' '500 69 F-2.611 Q FLUSH FRAME ADAPTER 1.750 .493 1.750 .493 CORNER KEY ITEM PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLLRR/REMARKS 1 E503 4 FRAME HEAD/SILL/JAMB 5063-T6 2 E504 4 SNAP COVER 6063-TG - 3 FY109 AS REDD. GLAZING BEAD (7/16' LAM. GLASS) 8083-T6 - 3A E505 AS REDD. GLAZING BEAD (INSUL LAM. GLASS) W63-To - 3B FYIO8 AS READ. GLAZING BEAD (5/18" LAM. GLASS) 6063-T6 - 4 #10 X 1-1/4" 3/ CORNER ASSEMBLY SCREWS - - 5 E203 AS READ. GLAZING BEAD BULB. DUROMETER 65 SANTOPRENE ULTRAFAB 6 PSJ40-SS 2/ CORNER FRAME CORNER KEY ST. STEEL - 7 FLB-50 - GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 8 FY120 AS REOD. FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 9 - AS REOD. SETTING BLOCK, 3/16' X 3/4' X 4' LONG EPOM DUROMEIQL 80*5 SHORE A 10 INSUL GLASS EDGE SPACER ST. STEEL CARDINAL XL FRAME CORNER SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• - or.;»7yis:g wi:.fi±�s FEcTida • •Y.IIF�Lf(:�D.aKa A 0 C V �n O � Da8 Ot f I12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Q I � r .70592 $ • 1 TATEOF� drawl0 orno� .e�; W 11-10 11 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ES Windows LLC 3550 NW 49'h Street Miami, FL 33142 .. • • SCOPE: ••• •••• •.•••. This NOA is being issued under the applicable rules and regulations governing Ilat ns� of oons�rtiCtion •, materials. The documentation submitted has been reviewed and accepted by Mia4u;2g4e CountyE RR - "' • • • Product Control Section to be used in Miami Dade County and other areas where allc�viled by the.Q'jhority %... Having Jurisdiction (AHJ). . • • . • This NOA shall not be valid after the expiration date stated below. The Miami-DadeCiaaiaV Product..Control •,;,, • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Ceulity) reseA*Aikight ...... to have this product or material tested for quality assurance purposes. If this probtlt= t¢ material* fails to perform in the accepted manner, the manufacturer will incur the expense of such Astinj and the A41 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 Pro4uot* 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: lipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DO rawmg No. titled "Aluminum 111be Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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# 14-0731.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0205.05 Expiration Date: September 16, 2019 I jl8'%B Approval Date: March 08, 2018 / Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) " • • 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheSts. i • jhrougi .1 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by A1~•Ferooq Cd4wtaf on, 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 pel NC' TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94' 4) Large Missile Impact Test per FBC, TAS 201*- ' 5) Cyclic Wind Pressure Loading per FBC, TAS 203 94 • •' • 6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-0 71Z 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. E-1 Manuel erez, Product Control Exa er NOA No. 18-0205.05 Expiration Date: September 16, 2019 Approval Date: March 08, 2018 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 51 Edition (2014), and of no fmancial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. . • • • • 2. Laboratory compliance letter for Test Reports No. FTL-3810, dftd•01/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, isstied• by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan' F:E! 0. (Submitted under NOA No. 04-0712.01) . "' •. • • • • .... 0000 G. OTHERS " • " 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows: i. E,for their.Series . • Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and (�cpiririg on 0g411/J4. • • •.:. Manue Pe ez, P.E. Product ContrkLVxaminer NOA No. 18-0205.05 Expiration Date: September 16, 2019 Approval Date: March 08, 2018 E-2 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. ; 0000 B. TESTS • • • • • • • 1. None •••• s . � C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complyjlig Mth FBC 6th Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation; %ignedzilA. sealed by Javad Ahmad P.E. • D. QUALITY ASSURANCE • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017), and of no financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 14-0731.06, issued to ES Windows, LLC for their Extruded Aluminum Tube Mullion -L.M.I., approved on 09/16/14 and expiring on 09/16/19. Manuel Perez Product Control Exa i er NOA No. 18-0205.05 Expiration Date: September 16, 2019 Approval Date: March 08, 2018 E-3 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DARE COUNTY APPROVED IMPACT AND NON —IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 26Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. INSTRUCTIONS: USE CHARTS MID GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REWIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MRMI—DARE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEPS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS_ HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 2 5 PRODUCT REVISED �A e0 ROIPLYCIg wi9b 90 Fkwide = W • • • • • Building Code ' gg • • AoApMeoe �� ' OF W • • • • • • • • • • • �a Sm po IL E R 0 D Lj N Oaoo8 °m g;� IMF N Z Q o n � U w �w m rr :5 0d- D o- M ao m Z Z 3 _j J O 1 Q W M f ]rowing no. M04-04 1.000 -f'125 -{ 1.000 -j 1.000 j'- .125 .338 .125 125 4.000 3.000 3 .125 L L-j L .338 Iz = 1.466 IN\4 Ix = .950 IN\4 Ix = 2.037 IN\4 SZ .977 IN\3 SZ .634 IN\3 Sx = 1.018 6N\3 1 X 3 1 X 4 1 X 3 STD. MULLION STD, MULLION CUSTOM MULLION 6063-T6 � 6063-T6 6063-T6 -1 1.000 r- .323 4.000 .125 .323 Ia = 2.975 IN\4 SE = 1.487 IN\3 1 X 4 CUSTOM MULUON 6063-T6 125 125 25 25 Ix = 1.467 IN\4 Sz .978 IN\3 2 X 3 STD, MULLION 6063-T6 II = 2.976 IN\4 SE - 1.488 IN\3 2 X 4 STD. MULUON 6063-T6 .125 2.000 �I I--2.000--I Ed. a Ed - MIN. EDGE DIST. 1/2' FOR 1/4' D0. ANCHORS 5/8' FOR 5/16' DIA. ANCHORS ANGLE CLIP 6063-T5 125 It - 5.204 IN\4 Sz - 2.082 6N\3 2 X 5 STD. MULLION 6063-T6 Ix - 8.276 IN\4 Ss - 2.758 IN\3 2 X 6 STD, MULLION 6063-T6 30 Ix 15.203 IN\4 Ss = 5.068 IN\3 2 X 6 HEAVY MULLION 6063-T6 60 NOTCH OPTIONAL NOTCH 1/2• OPTIONAL TYP. 1/2• TYP. c m41laV Z q r 2 Z q F W !Y k0W�� O �Nn 7 O 0KC<g o.3tyi a m 7 Pl Jom aa620 n m z Z O 6 R J � JUJ m J W 0] Of 0 M h � 0 M n Z Z3�aD 3 2 1 no J O W M k Ed - MIN. EDGE DIST. Ed. 1/2' FOR 1/4' DIA ANCHORS Ed - MIN. EDGE DIST. 1/2' FOR 1/4' DIA. ANCHORS a .. c u ? = m 5/8' FOR 5/16' DIA. ANCHORS 5/8' FOR 5/16' DIA. ANCHORS Ed. o MULUON CLIP MULLION CLIP 0 S a S 6063-T6 6063-T6 ` u • •see w L' i "RODUCT REVISED u,.PjyiM wish,h, Florida _= _ {7 '• ' {T _ S v : ,t NIdQ:G- � Dale hOF drawing no. M04-04 Pradoc:• ••• •M. • • •��//jrrll lAi i�t��``` sheet 2 of 9 • • • • • • • • • • • • • • • • • • • • • - DESIGN IDAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 STD. 1 X4 STD, 1 x 3 CUSTOM 1 x 4 CUSTOM 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY WIDTH (W) MULL SPAN 2 X 3 STD. 2 X 4 STD. 19-1/8' 26-1/2" W. 37" 42" 48" 54" 60" 66" 72" 38-3/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1 150.0 150.0 140.6 150.0 150.0 1 150.0 150.0 150.0 150.0 124.9 150.0 150.0 1 150.0 150.0 150.0 150.0 112.5 150.0 150.0 150.0 150.0 150.0 150.0 102.2 150.0 150.0 150.0 150.0 150.0 150.0 93.7 149.3 142.0 150.0 150.0 150.0 150.0 19-1/8 28-1/2" 30" 37" 42" 46" 54' 60 66' 72' 50-5/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.9 150.0 150.0 150.0 150.0 150.0 150.0 127.1 150.0 150.0 150.0 150.0 150.0 150.0 103.0 150.0 150.0 150.0 150.0 150.0 150.0 90.8 144.4 137.1 150.0 150.0 150.0 150.0 79.4 126.4 119.9 1 150.0 150.0 150.0 150.0 70.6 112.3 106.6 1 150.0 150.0 150.0 150.0 83.5 101.1 95.9 144.4 150.0 150.0 150.0 57.8 91.9 87.2 131.3 150.0 150.0 150.0 53.0 84.2 80.0 120,4 150.0 150.0 150.0 19-1/8" 26-1/2" W. 37" 42' 48" 54" 60' 66" 72" 58" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 108.6 150.0 150.0 150.0 150.0 150.0 150.0 95.9 150.0 144.6 150.0 150.0 150.0 150.0 77.8 123.6 117.2 150.0 150.0 1 150.0 150.0 68.5 108.9 103.3 1 150.0 150.0 150.0 1 150.0 60.0 95.3 90.4 135.9 150.0 150.0 150.0 84.7 80.3 120.8 150.0 150.0 150.0 76.2 72.3 106.7 150.0 150.0 150.0 ff36 69.3 65.7 98.9 150.0 150.0 150.0 63.5 60.2 90.6 137.8 150.0 150.0 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 63" 123.3 150.0 150.0 150.0 150.0 150.0 150.0 89.0 145.3 137.3 150.0 150.0 1 150.0 150.0 78.6 128.4 121.3 150.0 150.0 150.0 150.0 63.7 104.1 98.3 148.3 150.0 150.0 150.0 56.1 91.7 86.6 130.7 150.0 150.0 150.0 49.1 80.2 75.8 114.3 150.0 150.0 150.0 43.7 71.3 67.4 101.6 150.0 150.0 150.0 39.3 60.6 91.5 139.7 150.0 150.0 68" 35.7 58.4 55.1 83.1 127.0 150.0 150.0 32.7 53.5 50.5 76.2 116.4 150.0 150.0 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 X 6 STD. 2 X 8 HEAVY WIDTH (W) MULL SPAN 2 X 3 STD. 2 X 4 STD. 19-1/8' 28-1/2' 30" 37" 42' 48' 54" 60" 66' 72" 74-1/4' 75.3 143.0 116.2 150.0 150.0 150.0 150.0 54.3 103.2 83.9 148.6 150.0 150.0 150.0 48.0 91.1 74.1 129.5 150.0 150.0 150.0 38.9 73.9 1 60.1 150.0 150.0 150.0 34.3 65.1 52.9 142.5 150.0 150.0 30.0 57.0 46.3 124.7 150.0 150.0 26.7 50.6 41.2 d54.O 110.8 146.2 150.0 24.0 45.6 37.0 99.7 131.6 150.0 21.8 41.4 33.7 90.7 119.6 150.0 20.0 38.0 30.9 83.1 109.7 150.0 19-1/8" 26-1/2' 30" 37" 42' 48' 54" 60' 66" 72' 84' 52.0 110.4 80.3 150.0 150.0 150.0 150.0 37.5 79.7 57.9 113.0 150.0 1 150.0 150.0 33.2 70.4 51.2 99.8 150.0 150.0 150.0 26.9 57.1 41.5 81.0 125.6 150.0 150.0 23.7 50.3 36.5 71.3 110.6 145.9 150.0 20.7 44.0 32.0 62.4 96.8 127.6 150.0 - 39.1 28.4 55.5 W.0 113.5 150.0 - 35.2 25.6 49.9 77.4 102.1 150.0 - 32.0 23.3 45.4 70.4 92.8 150.0 - 29.3 21.3 41.8 64.5 85.1 150.0 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66" 72" 96' 34.8 74.7 53.8 109.1 150.0 150.0 150.0 25.1 53.9 38.8 78.7 133.2 150.0 150.0 22.2 47.6 34.3 69.6 117.7 150.0 150.0 - 38.6 1 27.8 56.4 95.4 125.8 150.0 - 34.0 1 24.5 49.7 84.1 110.8 150.0 - 29.8 21.4 43.5 73.5 97.0 150.0 - 26.5 - 38.6 65.4 86.2 150.0 - 23.8 - 34.8 58.8 77.6 142.0 - 21.6 - 31.6 53.5 70.5 129.0 - - - 29.0 49.0 64.6 118.3 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60' 66" 72" 108" - 52.5 37.8 76.6 134.0 150.0 150.0 - 37.9 27.3 55.3 96.7 137.7 150.0 - 33.4 24.1 48.9 85.5 121.7 150.0 - 27.1 - 39.6 69.3 98.7 150.0 - 23.9 - 34.9 61.0 86.9 150.0 - 20.9 - 76.0 139.1 - - - 67.6 123.7 - - - M20.43516 60.8 111.3 - - - 55.3 101.2 - - - 50.7 1 92.7 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS LLTUBEMULLIONS. RP 'C', 'F' AND 'G' APPLICABLE TOAMULLIONS DESIGN IQAD CAPACITY - PEP (TUBE MULLIONS) WINDOW DIMS. I X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY WIDTH (W) MULL SPAN 2 X 3 STD. 2 X 4 STD. 19-1/8' 26-1/2" 30" 37" 42" 48' 54' 60' 66' 72' 120' - 38.2 27.5 55.9 97.7 150.0 150.0 - 27.6 - 40.3 70.5 110.8 150.0 - 24.4 - 35.6 62.3 97.9 150.0 - - - 28.9 50.5 79.3 145.1 - - - 25.4 44.5 1 69.9 127.8 - - - 22.3 38.9 61.2 111.9 - - - - 34.6 54.4 99.4 - - - - 31.1 48.9 89.5 - - - - 28.3 44.5 81.4 - - - - 26.0 40.8 74.6 19-1/8" 26-1/2" 30' 42' 48" 54' 60" 68' 72" 132" - 28.7 20.7 42.0 73.4 116.8 150.0 - 20.7 - 30.3 53.0 84.3 1 150.0 - - - 26.8 46.8 74.4 136.7 21.7 37.9 60.3 110.9 - - - - 33.4 53.2 97.7 - - - - 29.3 46.5 85.5 - - - - 26.0 41.4 76.0 - - - - 23.4 37.2 68.4 - - - - 21.3 33.8 62.1 - - - - - 31.0 57.0 19-1/8' 26-1/2' 30" 37" 42' 48' 54' 60' 66" 72' 144' - - - 32-3 56.5 89.9 150.0 - - - 23.3 40.8 64.9 119.2 - - - 20.6 36.0 57.3 105.3 - - - - 29.2 46.5 85.4 - - - - 25.7 41.0 75.2 - - - - 22.5 35.8 65.8 - - - - 20.0 31.9 58.5 - - - - - 28.7 52.7 - - - - - 26.1 47.9 ARCHES TO BE INSCRIBED HORIZONTAL MULLION INSIDE RECTANGULAR SHAPE GLAZING PRODUCT IIII PRODUCT �� GLAZING PRODUCT 3 3 GLAZING GLAZING PRODUCT PRODUCT W1 W2 _ MULLION SPAN �I • • • • • • • • • • • `1\\11111 L1II7j • •• • • • • TYPICAL MULLION MULLION ARRANGE��11rS • • • • • ••• • • • �P'' �% W1 + W2 WIDTH (W) = RODUCTREVISED _ 2 2 complYin6 with the FLutide`, f,( +; Cy • Aw •D.W •. TE OF ((�. • • • • • ••• • S ...pp-, Crowing no. M04-04 ' DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPANI A B C D E F G 19-1/8' 26-1/2' 30' 37' 42" 48' 54" 60 66' 72" 38-3/8" 150.0 150.0 150.0 150.0 150.0 117.7 150.0 143.9 150.0 150.0 150.0 150.0 85.0 150.0 127.1 150.0 150.0 150.0 150.0 75.0 150.0 103.0 150.0 140.8 150.0 150.0 60.9 121.7 90.8 150.0 124.0 150.0 150.0 53.6 107.2 79.4 150.0 108.5 150.0 150.0 46.9 93.8 70.6 141.2 1 96.5 1 150.0 150.0 1 41.7 1 63.4 63.5 127.1 86.8 150.0 150.0 37.5 75.0 57.8 115.5 78.9 150.0 150.0 34.1 68.2 53.0 105.9 72.3 144.7 150.0 31.3 62.5 19-1/8" 26-1/2' W. 37" 42" 48" 54' 60' 68" 72" 50-5/8" 150.0 150.0 150.0 150.0 150.0 89.2 150.0 109.1 150.0 149.0 150.0 150.0 84.4 128.8 96.3 150.0 131.6 150.0 150.0 56.9 113.8 78.1 150.0 106.7 150.0 150.0 46.1 92.3 68.8 137.6 94.0 150.0 150.0 40.6 81.3 60.2 120.4 82.3 150.0 150.0 35.6 71.1 53.5 107.0 73.1 146.2 150.0 31.6 63.2 48.2 96.3 65.8 131.E 150.0 28.4 56.9 43.8 87.6 59.8 119.6 139.3 25.9 51.7 40.1 80.3 54.8 109.7 127.7 23.7 47.4 19-1/8 26-1/2" 30' 37" 42" 48" 54" 60' 66" 72' 58" 131.9 150.0 150.0 150.0 150.0 77.9 150.0 95.2 150.0 130.0 150.0 1 150.0 56.2 112.4 84.1 150.0 1 114.9 150.0 150.0 49.7 99.3 68.2 136.4 93.1 150.0 150.0 1 40.3 80.5 60.1 120.1 82.0 150.0 150.0 35.5 70.9 52.6 105.1 71.8 143.6 150.0 31.0 62.1 46.7 93.4 63.8 127.6 146.6 27.6 55.2 42.0 84.1 57.4 114.9 133.7 24.8 49.7 38.2 76.4 52.2 104.4 121.6 22.6 45.1 35.0 70.1 47.9 95.7 111.4 20.7 41.4 19-1/8' 26-1/2" 30' 37' 42" 48' 54' 63 121.4 150.0 150.0 150.0 150.0 71.7 143.4 87.6 150.0 119.7 150.0 150.0 51.8 103.5 77.4 150.0 105.8 150.0 150.0 45.7 91.4 62.8 125.5 85.7 150.0 150.0 37.1 74.1 55.3 110.6 75.5 150.0 150.0 32.7 65.3 48.4 96.8 66.1 132.2 150.0 28.6 57.1 43.0 86.0 58.8 117.5 136.8 25.4 50.8 38.7 77.4 52.9 105.8 123.1 22.9 45.7 66' 35.2 70.4 48.1 96.1 111.9 20.8 41.6 32.3 64.5 44.1 102.6 38.1 DESIGN LOAD CAPACITY - PSF ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E F G 19-1/8" 26-1/2" W. 37' 42' 48" 54' W. 86' 72' 74-1/4" 103.0 150.0 140.8 150.0 150.0 60.8 121.7 74.4 148.7 101.6 150.0 150.0 43.9 87.8 65.7 131.4 89.7 150.0 150.0 38.8 77.6 53.3 106.5 72.8 145.5 150.0 31.4 62.9 46.9 93.8 64.1 128.2 149.2 27.7 55.4 41.1 82.1 56.1 112.2 130.6 24.2 48.5 36.5 73.0 49.8 1 99.7 1 116.1 21.5 43.1 32.8 65.7 44.9 89.7 104.5 - 38.8 29.9 1 59.7 40.8 81.6 95.0 - 35.3 27.4 j 54.7 37.4 74.8 87.1 - 32.3 19-1/8' 28-1/2' W. 37' 42' 48" 54" W. 66" 72' 84" 91.1 150.0 124.4 150.0 150.0 53.8 107.6 65.7 131.5 89.8 150.0 150.0 38.8 77.8 58.1 116.1 1 79.3 150.0 150.0 34.3 68.6 47.1 94.1 64.3 128.6 149.7 27.8 55.6 41.5 82.9 56.7 113.3 131.9 24.5 49.0 36.3 72.6 49.6 99.1 115.4 21.4 42.9 32.3 64.5 44.1 88.1 102.6 - 38.1 29.0 58.1 39.7 79.3 92.3 - 34.3 26.4 52.8 36.1 72.1 83.9 - 31.2 24.2 48.4 33.0 66.1 77.0 - 28.6 19-1/8" 26-1/2" W. 37" 42" 48' 54' 80" W. 72" 96" 79.7 150.0 108.9 150.0 150.0 47.1 1 94.1 57.5 115.0 78.6 150.0 150.0 34.0 67.9 50.8 101.6 69.4 138.8 150.0 30.0 60.0 41.2 82.4 56.3 112.5 131.0 24.3 48.6 36.3 72.6 49.6 99.1 115.4 21.4 42.9 31.8 63.5 43.4 86.8 101.0 - 37.5 28.2 56.4 38.6 77.1 1 89.8 - 33.3 25.4 50.8 34.7 69.4 80.8 1 - 30.0 23.1 46.2 31.5 63.1 73.5 - 27.3 21.2 42.3 28.9 57.8 67.3 - 25.a 19-1/8" 26-1/2" W. 37" 42" 48' 54' 60" 66" 72' 108' 70.8 141.7 96.8 150.0 150.0 41.8 83.7 51.1 102.2 69.8 139.7 150.0 30.2 60.4 45.2 90.3 61.7 123.4 143.6 26.7 53.3 36.6 73.2 50.0 100.0 116.5 21.6 43.2 32.3 64.5 44.1 88.1 102.6 - 38.1 28.2 56.4 38.6 89.8 - 33.3 25.1 50.2 34.3 79.8 - 29.6 22.6 452 30.8 A 71.8 - 26.7 20.5 41.1 28.0 65.3 - 24.2 - 37.6 25.7 59.9 - 22.2 ALL LOADS ARE EXT.(+)/INT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. 19-1/8" 26-1/2" 30' 37' 42" 48" 54" 80' 66" 72' 19-1/8" 26-1/2' 30' 37' 42' 48' 54" 60" 66" 72' 19-1/8" 26-1/2" 30' 37' 42" 48' 54" 60' 66' 72' DESIGN LOAD CAPACITY - PSF ANCHORS TYPE 120' 132' 144" - 42.3 28.2 ANCHOR TYPES A. 8, C. D. E, AT HEAD/S LL/JAMBS OR TYPES ANC' F h G AT JAMBS ONLY VERfIGL MUILON GPRODUCT IIII GLQING PRODUCT rHORIZONTAL MUWON I ARCHES TO BE INSCRIBED 'INSIDE RECTANGULAR SHAPE ' GLAZING ` PRODUCT 3 �ANCHOR ETAtL /1 3 GLAZING GLAZING PRODUCT PRODUCT W7 W2 I MULLION SPAN • AADNo TYPE! � A,•B, A D,f, • i i • • • `t\111111 TYPICAL MULLION ION ARRAN M NTS • • • • • �` �PJ' ' WIDTH (W) = W1 + W2 J: L1 2 PRODUCT REVISED of c-gay. B with tha Flom. • • n°�a� J8-v4o5. qs ANCHORS • Blp"110 •°�` • • • • • • •'. • • M" Dade PtodYcs • • • 7�/��Q,e/61 • • • • •• •• • • • ••• • • • ••• •• • •• Z m O � ofn zn O 0 u A: H OGym V O� OQaeo WaWa Ir Q 4501 Qaof� n I z Z m O n J p j n W W m � GM Z z 3i Q (/1 0 W M I 1/4' DIA. ULTRACONS 1/4' DIA. ULTRACONS 2 PER CUP (1 j0N EACH"YMANG) "AMNGLE .. �• 3. II II t� II -- 1_,� ILJI LFLOATING CUP WOOD BUCK 11 11 SNUG FIT INSIDE MULL IJ J /14 SMS I . 1 1-324PER ANGLE 1/4' DIA ULTRACONS " ^'R CUP (1 ON EACH WING) POD BUCK OR WOOD TRUCTURE 1 /4' DIA. ULTRACONS 1 PER ANGLE X2X 1/8' UM AN CUPr II II INSIDE MULL I I 11 L X 2 X 1/8' 11 1 I ALUM ANGLE 014 SMS U U 1-3/4' O.C. MIN. 1 I 2 PER ANGLE I I 1/4' DIA. ULTRACONS 2 1/4' MINMIN. 4 PER CUP (2 ON EACH WING) TYP. 1/4' DIA. ULTRACONS "ANGLE V 3. o Z q 0 ' q No GoN Z I 0 NW 0yn J� O 1 I FLOATING CUP I I I I g 1 BY WOOD BUCK i SNUG FR INSIDE MULL j I 1 I U U AWM2ANGLEB• O rit ¢ ---------- 1 i /14 SMS 1-3/4" O.C. MIN. g Q 6 I I 1 1 2 PER ANGLE I I LL w N o 1/4' DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1-1/2' CONCRETE 2-1/2' 1-3/4' 1/4' DLA. ULTRACONS 4 PER CUP (2 ON EACH WING) 2 BY KIM BUCK O u� n to 1/4' DIA. ULTRACONS Z 2 PER ANGLE O n J o J � U w �w m I Z) rN Z Z3J CUP I I 11 j 3 Z I INSIDE MULL I I I I 2 X 2 X 1/8' Q n t� /14 SMS v U L1 ALUM ANGLE W M f I I 1-3/4' O.C. MIN./I I O 2 PER ANGLE I •• ••• • • • • • • • • •• .. ••• • WOOD 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. 0.55 MIN. CONCRETE - fc - 3000 PSI MIN. PRODUCT REVISED u c_pIyi q with the FImW ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. Ruildm �•c • N.��'� • • : Accep�ce • • • CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Expi."Dete j_�,_ 1 y ^ • WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR • • • .• •,` .• • • • �� WATER -WHITE METFiACRYLATE LACQUER. Dy. • • ••• • • • • ••• • • • • • • • • • •• •• • • • • • ••• • • • • •• •• dfawiG— D"'�` ItNt sheet 5 of 9 1/4° DO. ULTRACONS 1/4" DIA. ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) 1 PER ANGLE I3° JAIN. I1 it -� Y2 I Li [FLOATING CUP SNUG FIT INSIDE MULL 11 II 2 X 2 X 1/8" N �1 I 11 11 ALUM ANGLE \--------- �+ /14 SMS U U I I I I 1-3/4" O.C. MIN. I I I I I 2 PER ANGLE I I I I I I I I 1 I A I 2 PER CUP (1 ON EACH WING) ANCHORS TYPE V 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEY OR FIAT HEAD EMBEDMENT = CONCRETE 2-1/2" 1-3/4" 1/4" DIA ULTRACONS 1/4" DIA. ULTRAC 2 PER IDE MULL /14 4 PER M V DNS ANGLE �Y 1 0 Z m r•. � o n o o�iaip�l1 ALUM2ANGLE8 "14 o a W Ilppp^p ego S J O m 3 aa�go O n N Z O 6 J o J M Ld �� DO w m � F- (A % N � n 3:: . O 0 a M n Z Z3_jaD 3o Q L3 Lo j LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE V APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS •• ••• • • • • • •• • 1 • • • • • • • • 111 SUBSTRATE Ed. MIN. EDGE DIST. IN. •• • •• • • • • • \`11 • • • • • • • • Y.•' C CONCRETE Yc m 3000 PSI MIN. PRODUCT REVISED c, camplym8 with tlx Fbird. Building code .AcceptanA On • • - ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ErPiral�l Daro- �• 'f. • • • A CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED • • • "•;� .O =I ,:,* • • �� • . WATER-MMREWITH RMETIHACRYLATSTANT TEETILACQUERSUCH AS BITUMINOUS PAINT OR By Pam: •:: : : •': "`• • �•j�'S� • • ... • A1111 ••• 1/4" DIA ULTRACONS 1/4" DIA. ULTRAC 2 PER IDE MULL /14 4 PER M V DNS ANGLE �Y 1 0 Z m r•. � o n o o�iaip�l1 ALUM2ANGLE8 "14 o a W Ilppp^p ego S J O m 3 aa�go O n N Z O 6 J o J M Ld �� DO w m � F- (A % N � n 3:: . O 0 a M n Z Z3_jaD 3o Q L3 Lo j LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE V APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS •• ••• • • • • • •• • 1 • • • • • • • • 111 SUBSTRATE Ed. MIN. EDGE DIST. IN. •• • •• • • • • • \`11 • • • • • • • • Y.•' C CONCRETE Yc m 3000 PSI MIN. PRODUCT REVISED c, camplym8 with tlx Fbird. Building code .AcceptanA On • • - ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ErPiral�l Daro- �• 'f. • • • A CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED • • • "•;� .O =I ,:,* • • �� • . WATER-MMREWITH RMETIHACRYLATSTANT TEETILACQUERSUCH AS BITUMINOUS PAINT OR By Pam: •:: : : •': "`• • �•j�'S� • • ... • A1111 ••• • • • • ••• • Hal- B� s 592 0 OF •,.y am drowing no. L III0 sheet 6 of 9 5/16' DIA ULTRACONS 5/16" DIA. ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) 2 PC.. LE IN. + 11 I� II II ILJI N II 11 I II II 2 X 2 X �1/8' � II CUP V V ALUM ANGLE - - - - - - - - - - - - - I SNUG FIT G INSIDE MULL I I I I I I 4 PER7 ANGLE I I LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 5/16' DIA, ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. -MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 3-1/8' 1 2' CONCRETE a Vc = 3000 PSI MIN. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. ••• ••• • • • • • •• • PRODUCT REViH ISEDFiride w1Uc z as canplY"� � _z •EzAxPatti�cia�YD'°�� •;i • „ _ i • •• •• • • • ••••• RR STA OF .<{/�� drawing now. M04-04 1/4" DIA ULTRACONS -- CUP (1 ON EACH WING) /i" 1/4" DIA. ULTI 1 PER llhl/ NG CUP FIT INSIDE MULL #14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE 2K2x 1/B" ALUM ANGLE 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. v MIN. EDGE OIST. MIN. EMBEDMENT MASONRY 2-1/2" 1/4" DIA. ULTRACONS i CUP (2 ON�EACH �WING) FLOATING CUP SNUG FIT INSIDE MULL /14 SMS 1-3/4" O.C. MIN. 2 PER ANGLE �u N Y j gg J C = �Wy1 C u-, ALUM 2ANGLEB" V O/9 d�wow g Q R � .1 C ata cc ins 0 n z Z O J o J n 7 2 U� in �w in � tU- viNa� 3Oa�n � p M � Z Z 3 m 3o o Q Li M •• ••i • • • • • •• ..: • • • • • : • • • • `\\\\111111 • • • • • • • • �P'•• 8 MASONRY a C-90 HOLLOW/FILLED BLOCK f m 2000 PSI MIN. • • • • • • �r • • • • • PR<1TRICT REVISED _ ALL CUPS AND ANGLES TO FT SNUG INTO TUBE MULLIONS sK y�g with li•Florida - CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED • • • • • 13 11dog C & �g t/1o6.O5 WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR • • AC�P p[�[e TEC WATER -WHITE METHACRYLATE LACQUER. • • • - Ez{>•sa • • • • . ••. oleo i i i• y— •• • SS • • Mr • Prdl�.t ' • • • • '�rY/�1 NIAL ••• • • • • ••• • • • ••• • • •• •• R4 • _ d n f y��MO4-04 sheet 8 of 9 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I ANCHORS QUANTITY WINDOW DINS. ANCHORS QUANTITY WINDOW DIMS. I ANCHORS QUANTITY WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 19-1/8" 26-1/2" W. 37' 42" 48' 1" 60 68" 72" 38-3/8' 150.0 150.0 150.0 19-1/8" 26-1/2' 30' 37" 42" 48' 54' 60' 66' 12" 84" 150.0 150.0 150.0 19-1/8" 26-1/2- W. 37' 42" 48" 54" 60' 66" 72" 144' 93.7 140.5 150.0 150.0 150.0 150.0 115.9 150.0 150.0 67.6 101.4 135.2 150.0 150.0 150.0 102.4 150.0 150.0 59.7 89.6 119.5 150.0 150.0 150.0 83.0 124.5 150.0 48.4 72.8 96.9 150.0 150.0 150.0 73.1 109.7 146.3 42.7 64.0 85.3 140.1 150.0 150.0 64.0 96.0 128.0 37.3 56.0 74.7 124.5 150.0 150.0 56.9 85.3 113.8 33.2 49.8 66.4 112.1 150.0 150.0 51.2 76.11 102.4 29.9 44.8 59.7 101.9 150.0 150.0 48.5 F 69.8 93.1 27.2 40.7 54.3 93.4 140.1 150.0 42.7 64.0 85.3 24.9 37.3 49.8 19-1/8' 26-1/2- 30' 37' 42" 48" 54' 60- 66' 72' 50-5/8" 150.0 150.0 150.0 19-1/8" 26-1/2- 30" 37' 42" 48' U. 80" 66" 72" 96' 140.5 150.0 150.0 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALL/ OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY THIS SCR INSTALLEE DIRECTiC 150.0 150.0 150.0 101.4 150.0 150.0 150.0 150.0 150.0 89.6 134.4 150.0 137.8 150.0 150.0 72.6 109.0 145.3 121.4 150.0 150.0 64.0 96.0 128.0 1D6.2 150.0 150.0 56.0 64.0 112.0 94.4 141.6 150.0 49.8 74.7 99.6 85.0 127.4 150.0 44.8 87.2 89.6 77.2 1 115.8 1 150.0 40.7 61.1 81.5 70.8 106.2 141.6 37.3 56.0 74.7 19-1/8" 26-1/2' 30" 37' 42" 54" 60' 66' 72' 58" 150.0 150.0 150.0 19-1/8" 26-1/2' 30' 37" 42- 48" 54' 60" 66' 72" 108" 124.9 150.0 150.0 150.0 150.0 150.0 90.2 135.2 150.0 148.3 150.0 150.0 79.6 119.5 150.0 120.2 150.0 150.0 64.6 96.9 129.2 105.9 150.0 150.0 56.9 B5.3 113.8 92.7 139.0 150.0 49.8 74.7 99.6 82.4 123'6 150.0 44.2 66.4 88.5 74.2 111.2 148.3 39.8 59.7 79.6 67.4 101.1 134.8 36.2 54.3 72.4 61.8 92.7 123.6 33.2 49.8 66.4 19-1/8" 26-1/2' 30' 37" 42" 48" 54" 63" 150.0 150.0 150.0 19-1/8" 26-1/2- W. 37' 42" 48' U. 60"35.8 66- 72' 120' 112.4 150.0 150.0 150.0 150.0 150.0 81.1 121.7 150.0 136.5 150.0 150.0 71.7 107.5 143.4 l i O.7 150.0 150.0 58.1 87.2 116.2 97.5 146.3 150.0 51.2 76.8 102.4 85.3 128.0 150.0 44.8 67.2 89.6 75.9 113.8 150.0 39.8 59.7 79.6 C 1024 93.1 1365 124.1 53.8 71.7 66" 32.6 48.9 65.2 85.3 113.8 29.9 44.8 59.7 19-1/8' 26-1/2" 30' 1. 42" 48" 54" 60' 66" 72" 74-1/4" 150.0 150.0 150.0 19-1/8- 26-1/2" W. 37' 42' 48" U. 60' 66' 72" 132' 102.2 150.0 150.0 131.1 150.0 150.0 73.8 110.7 147.5 115.8 150.0 150.0 65.2 97.7 130.3 93.9 140.9 150.0 52.8 79.3 105.7 82.7 124.1 150.0 46.5 69.8 93.1 72.4 108.6 144.8 40.7 61.1 81.5 64.4 96.5 128.7 36.2 54.3 72.4 57.9 86.9 115.8 32.6 48.9 65.2 52.7 79.0 105.3 29.6 44.4 59.2 48.3 72.4 96.5 27.2 40.7 54.3 014 SMS METAL STRUCTURE 2, 3 OR 4 ANCHORS OR SEE CHART FOR CAPACITY l rTOUBE MULLION /10 FH SMS 2/ SIDE 1/8- THICK ALUM CHANNEL I I LENGTH TO FIT SNUG I I INTO MULLK)N TUBE MULLION ION /14 FH SMS METAL 1-1/2' O.C. MIN. STI ACCESS HOLE SEE CHART OR TUBE MUl FOR CAPACITY ----- --- ------ ----- I _-___ --_-_ I I I j 1 W CAN BE IN EITHER 1 I /10 FH SMS I 4 ,pp I I 2 PER CUP w I I 1" O.C. MIN. I I I I I I I I j 1-3/4" X 2" X 1/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (10Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL 91 METAL TO METAL CONNECTION �4 V Z h PI Z� o � 6 v uyutI e/ °oZ10 cy f4 O IL a 0 at; It 1WM�� IL Z • m 13 aW1f0 J14 SMS/iEKS .,y `- 7 : - ��111 w y o 1e SUBSTRATE I Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING METAL 5/8" 1/2' S = m '_ METAL 1/8" MIN. THK. STEEL Fy - 36 KSI MIN. m 1/8" MIN. THK*4UM)1"(6043-115 MIN.) d w --FT i n E PRODUCT REVISED :s cemplyitlg with Its Florida ldP vig Code • • • • • lui pYcelm•e J G05.o5 - o • • •"" dare ��• OP ' .<(/� drawing no. ••• • yn'1�Prak<7 •i i •�''S�/,, At-rGl •�• • • �111111\\ sheet g of y ••• • •• • • • •• •• M A D1ADE MIAMI-DARE 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) www.miamidade.¢ov/economv ECO Windows Systems, LLC 9114 N. W.106a' Street, Medley, FL 33178 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 (AW)."' • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountgP�odact Control Sections • • • • (In Miami Dade County) and/or the AIiJ (in areas other than Miami Dade County) reserve 4g right• *c tav a this • • product or material tested for quality assurance purposes. If this product or material fails tn.p&¢prm in the accepted" manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke. Agdify, or • .... suspend the use of such product or material within their jurisdiction. RER reserves the •right to a"oke thii . 0 0 0 acceptance, if it is determined by Miami -Dade County Product Control Section that this lhfttit t or ma*FW fails tQ . ; . . • meet the requirements of the applicable building code. " ' • �:Gooses This product is approved as described herein, and has been designed to comply with the Flori'&']Zuilding Cbde, • including the High Veloci Hurricane Zone. . . • • • • • • • .... DESCRIPTIO Series 600 Aluminum Outswing Doors-L.M.I. . • • • ...... APPROVAL D Drawing o. - Rev , titled"Series 600 Alum Outswing Entranct;`3eor • (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal 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 Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options I & 2 in sheet 7_1. 2. Laminated glass types GI and G2 are limited to Kurarary's .090" Trofosil PVB and glass type G3 is limited to Insulated laminated glass w/ Eastman Chemical's .090" Saflex interlayer. 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 renews NOA #18-0319.13 and consists of this page 1 and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • 2) Uniform Static Air Pressure Test, Loading per FBC;*J,14 f 02-94 • • • • • • 3) Water Resistance Test, per FBC, TAS 202-94 • 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, TAS 202-9A • •' • • • • • •... along with marked -up drawings and installation diagram of an aluminum OutsAi4g French aoer, ' • • • • prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-124003 and HETI-12-4027dated 03/16- . • ••; • 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. . . . • Note: The above referenced test reports have been revised by an addendum letter dated Junls29, 20t2 * • • issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-SeXP. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5tb Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. F. STATEMENTS l . Statement letter of conformance to FBC 2014 (5tb Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. 1. This NOA revises NOA #15-0603.13, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. Isha4 I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2017 (6th Edition), prepared by ArFargoq Corporation, dated OCT 31, 2017 and last revised on MAR 13, 2018, signdd Actsealedo �avad • • • •; • Ahmad, P.E.(submitted under file #17-1102.18) • D. QUALITY ASSURANCE .... .... ...... 1. Miami Dade Department of Regulatory and Economic Resources (RER). ' ° ... • • E. MATERIAL CERTIFICATIONS °': • •; • % o . ° ; 0 • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (FAr Ir E.I.1•iiiPoht DES • • • • • Nemours) for the "Trofosil ® (Clear & Ultra clear) PVB Glass interla3ers°', I!xpiripg op 07/08/190 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Conjpagyo(MA; fbf their ;'o "Saflex Clear & Color Glass Interlayer", expiring on 05/21 /21. ' • • 00 • • • • • F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) & of no financial interest, prepared by Al Farooq Corp., dtd 10/04/17, signed & sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 17-1218.15, expiring 03/02/2019. 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W12-08 Rev E, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on MAR 15, 2018, signed and sealed by Java Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file # 18-0319.13) 1. Statement letter of conformance to FBC 0 Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA #18-0319.13, expiring 03/02/2024. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.11 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR. 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE dr ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. "EN'D. GLASS rlayer VB yAmerica,Inc.'EATSTREN'D. GLASS SILICONE mDOWSIL 899 4Kr'rayAmeria, GLASS TYPE 1. 3/16" HEAT STREN'D. GLASS I v t A90" Interlayer * ' Trosifol PVB By Kuroray America, Inc.'3/16"HEAT STREN'D. GLASS [0z Z N ¢ Q IL Z F i m SIL DOIWSIL 899 e m a' 0 O L Ow� g io 26 1. lot O� 0 rn I 8 08te� O d0: 8 p IL 0 i 0 2y Me OIL I SETTING BLOCKS I AT LAM. GLASS K Z itW y LL READ. FOR WIDTHS EXCEEDING 36" ONLY. 4 Z O f -"' NOTCH GLAZING BEAD LEG TO J 805 CLEAR BLOCKS At p E GLASS TYPE 'G2' � /8" TEMP. GLASS \5/16- AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' r1/8" HEAT STREN'D. GLASS Mona affil"M 9oo� � w884ofk1'w Aaeyleeae No -1 Z20 • ii fttrstle• DeOe,ad&iQf.ZIP DOWSIL 899 26 CARDINAL XL EDGE SPACER 15 8 ST. STEEL 1 \ 35 SILICONE 0 \ / SETTING BLOCKS AT INSUL. LAM. GLASS _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS G .A�. SS�YPE 'G3 OR000Cf REVU" `ua'ogRa" e. opesWYv6 with the Red& y 3 badin Cap Aseelftow N• I� a319•/3 E*ph'Wu Ate-e riL2.y 2W N !'e•ietC'tlttOeL - o ••• ••• • • • • • is• • •• d�<r000, • i • • '• • • t-1 1n11 11 I l l f is n 70592 o • THESE DOORS ARE RATED FOR LARGE tk SMALL DliSILE IMPACT! • • • • • '�� S''•. O O!R•'•�� W 1 2-08 SHUTTERS ARE -NOT REQUIRED. • • • • • • • • • • • • • �s�®j�/eL L�� sheet 1 of 9 ••• • see • • • • • • • • • • • • • • • • • ••• • • •• •• 39 3/4" MAX. FRAME WIDTH 12" MAX. HEAD SILL U U 76" MAX. 37 3/16" MAX. �� m FRAME WIDTH FRAME WIDTH N HEAD & SILL ANCHORS z q m j AT STILE ENDS O 1- (4) AT 3" O.C. 12" 12" Q W 2 N < 5* MAX.MAX. p CrIL ORNERS r A - SILLHEADCORNERS MAX. MAX. F SILL v �'� tv 04 /L \ II QWa_" IL z LOCK OPTIONS / �i E LOCK OPTIONS J t7 y1 OR #2 / II /t OR /2 \ H II Z M g W (OPTION 2 SHOWN) II Q w 01 E I- --n-=--- (OPTION 2 SHOW n SEE SHEET 7.1 !E SEE SEE SHEEP 7. (" 6 D FOR DESCRIPTION o m / FOR DESCRIPTI0� i m � m � II / � b 1. •O J � i/� N � C a0 ,11 N � } J h W • m M II 3La ACTIVE INACTIVESURFACE APPLIED7 00 SURFACE APPLIED m m FALSE MUNTINS OR 26 15 16" z l �Z SURFACE APPUED 1 / m FALSE MUNTINS OR 26 15/16" 26 15/16' ¢ FALSE MUNTINS OR 32 3/4" w w+ DECORATIVE GRILL D.L. OPG. 1° coi DECORATIVE GRILL o 0 MAY BE USED MAY BE USED D.L.DOPG. D.L OPG. c� DECORATIVE GRILL DI OPG. MAY BE USED 37" MAX. 37' MAX. LEAF WIDTH sk1/sDCs I�.1 i LEAF WIDTH •VI pOt/Lf'_i>�.�� (X) (XX) PI�:�«N• 41-t2?a•11 0) Explral:uP 2 �h'�••r STAND ALONE SINGLE SIDELITE � Q DOORS LOAD CAPACITY - PSF •� •+ SEE SHEET 3 FOR CAPACITY DOORS LOAD CAPACITY - PSF by •" _ qq Mlaa•( Thrft P u a a F SINGLE DOORS (X) DOUBLE (XX) �K1 Chl! 7 y a DOOR DIMS. LAMINATED GLASS DOOR DIMS. LAMINATED GLASS 01.1 FRAME LEAF FRAME FRAME LEAF FRAME WIDTH WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) ODUCCgEY1Sf.0 „ WIDTH WIDTH HEIGHT ei •as�l•g vilY l6e FlPri� � • � _ 39-3/4" 37' 1 98" 70.0 75.0 76" 37" 98" 70.0 1 75.0 &dwiRg ) a o A..,.:ee NP �^O3l •/ c $' •• ••• • • •Ale^zi1�,i19e 00 GL615 D.I .0 DIIA� • • • • • • Can"�� ` �qy /A� D.L.O. HEIGHT = FRAME HEIGHT - 11.125' • • • • • • • • • • • )�: D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" • • • • • • • : I ry D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125-)/2 �` %� r70592 •• ••• NOTE: • • Jr � " NOTE: GLASS CAPACITIES ONE-WIS S ET ARE• EGRESS REQUIREMENTS TO BE REVIEWED • • • • • ��: �� • • • • ' O '• TE sL � drawing no. BASED ON ASTM E13010-09 (ZSEC• GU$I•S) • • • • • • 1DP.•' �� W�2-08 AND FLORIDA BUILDINS MMMI"ON • • • • • • • '� ••• BY BUILDING OFFICIAL. DECLARATORY STATEMEI•R DCA05-DEC--C69 • • • • • • • • • / , low,��` sheet 2 of g ••• • • • • ••• • • • • ••• • • •• •• DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELITE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES WITHOUT REINFORCING EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 24 30 36 37 92 70.0 75.0 69.8 69.8 64.1 64.1 63.3 63.3 24 30 36 37 98 63.3 63.3 57.8 57.8 53.1 53.1 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF SIDELTTES WRH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXF.(+) INT.(-) EXr.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 38 J7 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS REOD. SEE CHART 39-3/4' MAX. 76" MAX. (C TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3" O.C. 6" (4) ANCHORS AT HEAD/SILL 12" 5" MAX. 3". FAD/SILL l� TIP. HEAD )ORNERS T I Q - SILL -- - II II I I II \ J p ---- JL----- r II \ II \dl L K OAO S fl OR//2 II n\ (0 N 1 S 0 ) I I SE SHEET .1 n n \ II F DESCRI 10 I I I I i '- INAC7NE ACTIVE' I. L SURFACE APPLIED FALSE MUNTINS OR 32 3/4" 26 15/16" 26 15/16" DECORATIVE GRILL D.L. OPG. D.L. OPG. D.L P. MAY BE USED NOTE: 37" 'ReDuc7/tENaw1® '• FOR DOORS CAPACITIES SEE SHEET 2. FOR LEAF WIDTH !v-plywg -fib do nwft 9.Ia1.l. Z=`.nc<.wNo 19y-L2?e• 1 i SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART SIDELITE FRAME WIDTH 39 3/4" MAX. (SINGLE) MAX. 76" MAX. (DOUBLE) E-pl-d-One R 3 6 WILL APPLY TO ENTIRE SYSTEM. SEE CHART AT LEFT 000R FRAME WIDTH BY �- o - o o (OXXO) ML•IID d. rWW - �a ; Ei GLASS MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER FBC 2014 � • 0 � � r r g 8 � C « $ S f D.L.O. DIMS D.L.O. HEIGHT (SIDELITE) =FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" • • • • •: : : • C RE 1� • • • • •.i�►fit RMli/. ` m " • • • • ```W,,7p1•W111111/// / i . �i r....Sr cw" •^ - = 70592 GLASS CAPACITIES ON0 THIS %17 ARE,•?? • • • _ '1 10 s� o u dr0wmg .0. BASEDON M E13D&-0MM9 $SEC 011•. )i • • • • '• OF �� AND FDECLARATORY STATEMEYT DCV5-DEC,2.19 ••• • '/i/�y+'®p� ��4��`� Wl2-08 • • • IIV,II110 sheet 3 Of 9 0% ••••• • • • • • • • • • •• •• • • ••• • 0 9/16" MIN. THROW BOLT 1/2' MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PROPERLY SECURED 2BY WOOD BUCK EDGE DIST. 1BY WOOD BUCK OR EDGE DIST. WOOD STRUCTURE METAL SEE NOTE SHEET 1 ZSTRUCTURE EDGE EDGE DIST. X 6 X Q 0 V) O7x'e��t� N O N TYPICAL ANCHORS HORS TYPICAL ANCHORS SEE ELEVATIONS ONS SEE ELEVATIONS FOR SPACING FOR SPACING FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fa=177 KSI, Fy-155 KSI) INTO 213Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) E MWAI-DADE COUNTY APPROVED CUPPED MULLION SEE SEPARATE NOA FOR SPACING *awucFffimmm nWDUCFBEYLUD -arPMR wMR do ro & BaSdie.n ede a-(31I r..,b'V&witY&eF-ift b+MtotC�• 13 �1a• �tr' pintion N.- H• -3'"� By Is •Qt_. ' � rEoMnl #14 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE • • • • • • • ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) • • • • • • • • • STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • •• • • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • • • • • • • • • • • TYPICAL EDGE DISTANCE • • • • • • • • • • • • • INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • • • • • • CON RETE D AT HEAD TT JISGs f. AHEAD,SLLORJAMBS 'c —3000 PSI MIN. • • • • • • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2D00 PSP MIN. • • • • • • • • • • • • • ••• • • •• •• toyftu z� 0 • W � N f ? N 0 n c'rcte"� 8 CNLCOa Oat&� WZ$ •� QaME� 3i U 0 � J 2552 N N � n W a �w IY z to IV) M 0) J h U 10 n U NL W Go m k g a o m$ s DOOR DETAILS � c `�111111111//�' JP.® All.��aq o � %0m r n 'NA 2018 • IE OF [y drawing no. �o Sn."• R.•1DP:'oa�\� W12-08 1 4" MAX. /SHIM © 1 4" MAX. CONCEALED FLUSH BOLTS p / LEVERS AT STILE FACE SHIM 3 I �Kll TYPICAL ANCHORS OOD BUCK SEE EL FOR SPACING � 16 ACTIVE LEAF F N TYPICAL ANCHORS . a - SEE ELEV. w FOR SPACING 23 w 25 EXTERIOR 19 9 D.LO. METAL STRUCTURE .L. MAX. . . SEE SPEC SHEET 4 LEAF WIDTH LOCK OPTIONS /1 OR /2 39 3/4" MAX. (OPTION 2 SHOWN) SINGLE DOOR FRAME WIDTH SEE SHEET 7.I FOR DESCRIPTION 1 TYPK 1/4" MAX. 2 POINT LOCK ASSEMBLY 4 POINT LACK ASSEMBLY �� •�da •AODUC f ilEY1SE• r sae�pTli�i wtt►lie FirW INACTIVE LEAF ACTIVFI LEAF beMla•C'sde _ • • • • • • Aonpb•a No G 31 13 • • • • •E'f•I Dole l `1 26 • • • • • k ` ...b9- T11111111111, • • • • �•1�+ Cwd • • • • • • • • • S 'OENk''.. i o EXTERIOR �•• • • • • • -OFQII�� drawing no. • • • O • DOOR DETAiL� • • •� i : ��'., S/" fyt�G�� W12-08 ::7LOCK OPTION ill • • • • 'Y�/ ®1�j 111\1Y� sheet 5 of 9 • • • • • ••• • • • • • • • • •• • • •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. 1/4" MAX. EDGE DIST. _ SHIM 5 SHIM F_ pI 1BY TYPICAL ANCHORS ,WOOD BUCK SEE ELEV. FOR SPACING 16 F rn 4 N 0 TYPICAL ANCHORS SE E ELEV. w • w FOR SPACING 14 EXTERIOR D.L.O. METAL STRUCTURE SEE SPEC SHEET 4 42 AT 86' HT. 37' AT 98" HT. MAX. SINGLE SIDELITE WIDTH GLAZING OPTIONS REINFORCING SEE SHEET 1 1/4' MAX.. H O #12 SMS O AT 5" FROM ENDS 18 AS REDD. SEE SHEET 3 SHIM AND 1 t' O.C. MAX. w n O 5 6 3 J W is I o N W 1 26 13 I 24 1 I I p TYPICAL ANCHORS .•, L_ SEE ELEV.t FOR SPACING 23 4 15 25 D.L.O. 19 9 _ 4 4A EXTERIOR LEAF WIDTH 39 3/4' (SINGLE) SIDELTFE WIDTH 76" (DOUBLE) MAX. DOOR FRAME WIDTH •• • ••UA• •FiA • • T MAX. IT � NTH•• © 0IE • �AYDUCT RfiT/i11r� • • • • • • • • • • s — N�UI! 5s� � ••� ••R�In:f• • a rn ■aFdins�id �oouF{4ag/�4tgjFI�FlopiY 22 � Aocepnoa No i$^1270•I) bnQlne Colo �YPiratioo Dsh t; Aaecpolsec Nod Q;( ont�-j �zQ, j15 :V ° • • • • EDGE DIST. ANCHORS �IELEVATIONS • • • • FOR SPACING SPDELPPE DETALLt • • • • •• • • ••• •• • • • ••••• ••• 0 0 a� w o I N Z q •n 3 0 q Fi J��'I�i1 U W 0GR)0, 04G� N 0 •ti EC O: z O J� f„ 5 Q W W � U � o J g m U) � � n W V) W N �to 3 LM N Z3J � Lo l..i J w 06 m k �i .i •t o )P•' uceNSF - A 2018 • O OF [(/ drawing no. -08 i��111i1E`�� sheet 6 of g ITEM III PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDEUTE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDEUTE 9' BOTTOM FRAME 6D63-T6 - 5 E605 - SIDELRE FRAME JAMB 6063-TB - 6 E606 - SIDELTTE SIJP ON JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - 7A E625 - LEAF 9' BOTTOM RAIL 6063-T6 - 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - 9 E609 - LEAF HINGE STILE 6063-T6 - 10 E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6083-76 4-1/4' LONG 13A E613 - HINGE BACK-UP PLATE 6063-T6 12' LONG 14 E614 - GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 - 14A E109 GLAZING BEAD (7/116' LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUL. CLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - I AS REQD. SIDEUTE MULLION REINFORCING 6063-T6 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 012 SMS AS REQD. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 010 X 3/4' 2/ ADAPTER FH SELF DRILUNG SCREWS - - 34 - 2/ LRE SETTING BLOCK, 1/4' X 1/2' X 4' LONG EPDM AT 6' FROM EACH END, DUROMETER 8035 35 - 2/ LITE SETTING BLOCK. 1/4' X 3/4' X 4' LONG EPDM AT 6' FROM EACH END, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. •• ••• • • 2- wmpM ," 6b • • ihal.g C.d. • • A—ptnstt No 74 )) l!]pintim o.n� eF q . !• ., i' • •rRwur,wiYth •� aImDMK.'Nl tlt � Awptaxe No t d• _a3/ . 13 Aottpta EApbvdn Wte E; Ls 1 u.,� �hrs" rm"tLc«rT,T • • • • • • • ... 0 0 LOCKS : OPTION P ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2- DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2- FROM BOTTOM INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2- DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM I I I I I I I I I I INACTIVE ACTIVE HINGES 3-1/2- X 7-5/8" X .122- THK. EXTRUDED ALUM HINGE PART IFD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1- FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2: ACTIVE LEAF: CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2- THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2' FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SUWVAN & ASSOC.' 1/2- X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8- FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 X 1/2- FH MS i INACTIVE ACTIVE PRODUCY � c =P wft dopkil, Acceptsnn No Bxpirallos Drht/ • • • 1/+W9) D+ir • • • • • • • • • • • • • • •• •• ••• • • • •• •• • • • • • • • ••• • • •• •• N 3 V o J J m S m w N n W f- �/i W Z rui v) ,D o QoM c to � z3W m W v a2 O o o S W ti W rof "ODUC C Reva p ° r o plvl•g •itY sb, R w Ampa. N. IS- �•r 1 tr �n ' 20181 r_ :�Q• OF •�� drowmg no. OR F----�4 000 �78 .625 7- 1.625 I� --� 2.06 1 DOOR FRAME HEAD/SILL .078 4.031 7 LEAF 1.750 -I 4.750 1.507 -1 TOP/BOTTOM RAIL f�.519 .803=.04I5 1.0�47 Fes- 1a GLAZING BEAD 5/16" GLASS .803 1.0�47 t� GLAZING 7/16- GLASS 4 L-�{�.130 JL_ I 050 .83103�� .045I Fes- -�i 1.172 BEAD 15 GLAZING BEAD INSUL. GLASS 1.500 r 312 I -1 4 �1� Z m Q a s C �" J W H Q pj :i C ui tr1i Q' Q aoo Q Q 2 Z 2 �2_ Q Uzi me 02 0 N 3 „• g U o 7.531 1.507 .078 9.250 j=--- 4.000 I 1.625 F.078 4.719 .078 1.750 1.507 I 4.000-I 3.719 z O N J I J 4 1.507 �I t.750 TOP & BOTTOM FRAMEIp 9 LEAF HINGE STILE 7A .os2 8 LEAF W'STRIP ADAPTER .3122 T- 1 �5.4 12 LEAF ALIGNMENT BRACKET 75o za1 � � r.375 •ROOUQ'l RBt mw 125 v,oapb4m w•h}r 1.574 3.781 .125 Baldl°` Cads 9 4ceeptance EYpinrioa out, 13 By LEAF CLAMP Y19ias1 L'wthlt! HINGE BACK-UP PLATE 18 1.250 r • !►f : rELIlF MtJLLIQN RJINFORCING • • • • • • • \71t111 A /t ti i •RJbUc 4.188 ••din WTL•t with the Fletiie � � 101009 V� • _ % 70592 • • ... • • "K� NO _ 3 _ j.FA p �7� . - 2018 . • • • • • •�+�+��-- ®'•, YA OF (yam • • • • 't�t/111111111�``` s SIDELITE SLIP ON JAM • • i O � " z � W �E co to LM m 0pN7SIDELITE do-2.081 Z3i-078.329 o p . �- W m� O 5.344 4.000 1.750 1.507 .078 10 LEAF LOCK STILE RAIL 9" BOTTOM F- 1.812 2 FRAME COVER 3.719 8.281 1.507-1 .076 90oo 1.625 5.344 � .078 2.081 1.507 1.750 3-I 0 '^ W F o F i` -1 F� .687 I� .050 1.197 .154 1s SNAP COVER I 11 Imo- 4.000 -1 LEAF ASTRAGAL STILE 1.500 �j �{ 625 4.000 .076 2.097 d 3 DOOR FRAME JAMB 4.000 s SIDELITE 1.5004 .719 � 7 FRAME JAMB 00000 < < m �1O A r a I �4.000�i SIDELITE 9" BOTTOM FRAME drawing no. sheet 8 of 9 w 22 o N / O� 0 g p aoo .+ 0Itro 11 0 LL i to d J,1f 0 J � (w n n v DOOR FRAME CORNER � w H w S� SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER 01007 M 1 000� W w06M N 12 o •RODUCf REYm r 000171e6 Makdwjk p 33 p �� Ali• Abadmip-t CedM II li4i A<cePue<e Ne�"'03/4. I„y i FH0MdmDNePRODUCT RENZWER f1Q,L�,p�Zef�j ?/ -.Pvn w1N on � maw W& ► Cae•d e.wle�cea< 220 1-501201! ofto+11on�He Zm m w • �.•� 4 11111 t111// O 000 I 0 - • o n a .70592 — g gg' 1 66 .e S • • • • • • • • • • • • OF fV�� drawing no. LEAF CORNER • • • • • • • • • • • • • • • '��S/®I ,q� �' \`�`` sh^eet g o08 M IM IA ODE MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.zov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing. the jise of CQp,§j tction.... • • materials. The documentation submitted has been reviewed and accepted by Midti D4ie Cotu".RER - • Product Control Section to be used in Miami Dade County and other areas where allowed by the Au$ority....:. Having Jurisdiction (AHJ). ...... 0 . This NOA shall not be valid after the expiration date stated below. The Miami -Dada C"f4y Prootitt Control: • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade OdWty) reser88 tIle right* . ; • • . to have this product or material tested for quality assurance purposes. If this prdd4c1*Jr materigIfails to""' perform in the accepted manner, the manufacturer will incur the expense of such ?estiYQ and the •AH1 mays immediately revoke, modify, or suspend the use of such product or material with14 their*jurisdjctior{ RER. . . . % reserves the right to revoke this acceptance, if it is determined by Miami-Dade.Cou4ty ProaflCPCbntrol. Section that this product or material fails to meet the requirements of the applicable twirdlg code. .. : " This product is approved as described herein, and has been designed to comply with the Florida Sodding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series Eco-Guard 300" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 renews NOA# 17-1102.20 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMIOADE COUNTY NOA No. 18-1220.06 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.uj)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 1-0/1Wl7, prepared by ...... Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E' • • : 0000 • • ; • ...... .. . • ...... B. TESTS •' • ...... 1. Goes Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ' ....' ' .... • 0 • 2) Uniform Static Air Pressure Test, Loading perf-BE TAS•202 94 ... • • • •: • . • 3) Water Resistance Test, per FBC, TAS 202-94 .. • • • • • • • • along with installation diagram of a 97 1/4" wide x 96 1/8" higi. Y;Z- Guard series 300 ' • aluminum double fixed window, prepared by Hurricane Engine,,ering & Tei t'ig;hc., , • • �, Test Report No. HETI-08-2192A, dated 01/15/09, signed and `"l d:by Candido F. :' •' •: Font, P.E. .... . (Submitted under NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Manuel P ez, .E. Product Control Exa iner NOA No. 1 20, Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Xesting Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed a-0d spajed by Oarxlido • • • • • • F. Font P.E. • • • • • • •' (Submitted under NOA#09-0413.08) """ ...... 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 �;;;,' *G;e 2) Uniform Static Air Pressure Test, Loading per-6BV, TAS•303 194 ..... 3) Water Resistance Test, per FBC, TAS 202-90: • •: • • •: • � • • • •' along with installation diagram of a 50 5/8" wide x 63 1/4" hig$OEco-Guard'serie's 300 aluminum fixed window, prepared by Hurricane Engineering &: Testtig InQ., Test •;; Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candi&F* Font, . .. ...... P.E. .. .. (Submitted under NOA#09-0413.08) • • • • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), dated 10/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), with FBC 6' Edition (2017), and of no financial interest, dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Manuel Pe Z E. Product Control(1;?aer NOA No. 106 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 09/03/15 and expiring on 06/17/19. . . .... ...... 2. NEW EVIDENCE SUBMITTED A. DRAWINGS • • • • • • .... ....1. . . None. .... 0 .... ..... ...... .... ..... B. TESTS •• •• •• •••••• 1. None. :":': . . . . • ...... C. CALCULATIONS ' ' • • • • • • 1. None. '.:..' D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.20, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 01/11/18 and expiring on 06/17/19. Manurol Pere lExProduct Cont n r .0NOA N6 Expiration Date: June 17, 2024 Approval Date: January 24, 2019 E-3 1.6011-1 2.688 .0621 FAL .500 .769 (SURFAC 1 b13 875 1.000 � 2.611 r 2 Q FLUSH FRAME ADAPTER 1'2.750 Qi FRAME HEAD/SILL/UAMB 1 —{ .750 � f o50--1 - i O GLAZING BEAD 3 F1.0701 II� .375 Q ANCHOR COVER ECO-GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL./METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL NUNnNS APPLIED) OPDONAL D.L.OPG. - A� 3 6 d I, u n f-- C 4 11 II II 11 I I 11 II II -4 p I I II •� II II II II II N II_ It �_=== II II II II 11 II II II II II I-_ 3 . i 6- MAX 12- MAX. HEAD/SILL HEAD/SILL CORNERS GLASS D-LO_ DIMS, D.L.O. HEIGHT = WINDOW HEIGHT - 3.625- D.LO. WIDTH WINDOW WIDTH - 3.629- I�V m Z q R 0t O LL�p 04 � J .l q IL z 45 : 46 RODUCT RENEWC6 a ssnpying with the Flertt. '}eh1i�8 C°Je Aee3j 1-^.c;i N9 - 2'A di0 O • 9 d 6 tt'sd ;+Ihts m •• ••• • • • �o'oS`• • • ••rP,�s. i.•:3^. si`;1"+•;C 111111) m THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT! • • • • • • • �P'• 8�c" SHUTTERS ARE NOT REQUIRED. PRODUCTREVISED �+ 8- comPtYmB wlm the Fbrida Buildigg C.& : � .• h �• Aaxp[ . T.b 17-1 • • • • • • B'S+Ny1� �Dere 2.Zp • � � � o • • • • Sy��-�-� • • : TE OF drawing no. • •M; D F tco. �" " `,` W09-20 • • • • • • • V • •SS.'� � • • • • • • • • �fi7 t ?9A 1 1x�N sheet 1 of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/16" ANN. GLASS .090' Interlayer Tmsdol PVB 6y 'Kuromy America, Inc.' 3/16' ANN. GLASS SILICONE DOW CORNING 899 GE SCS 2000 z Z 1 o 4 ! ! o m Ii S !I ! AT 1/4 POINTS II II 8 ON UTES WIDER THAN 36' ONLY 08 x 1-1/4' sus AT 3-1/2" FROM ENDS AND 10' O.C. MAX. WINS _WINDOW WIDTH WI I I I r L- -J 6' HEAT STREN'D. CLASS .090' lnterlayer -SentryGlas 1By 'Kuraroy America, Inc.' r 3/16' HEAT STREN'D. GLASS DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON LINES WIDER THAN 36" ONLY �>C/8 X 1-1/4" SMS AT 3-1/2' FROM ENDS AND 10" O.C. MAX. GLASS TYPE 'D' WINDOW I I WINDOW I I WINDOW WIDTH I I z l I I i 3 ; 3 L J W WID 1 WINS WIDTH WIDTH WINDOW WIDTH I I z I I L L J ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, DESIGN LOAD CAPACITY - FSF DESIGN IAAD CAPACITY - PSF WINDOW DIMS. I GLASS TYPE 'C' GLASS TYPE 'D' TINDOW DNS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L)i EXr.(+) INT.(-) EXI.(+) INT.(-) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24' 30' 36" 42' 36' 75.0 80.0 80.0 90.0 26-1/2" 37' 53-1/8' 74' 26' 75.0 BOA 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90A 75A BOA 80.0 90.0 75.0 804 Bolo 90.0 75.0 80.0 BOA 90.0 75.0 no 80.0 90.0 45' 54" 60" 68" 75.0 80.0 80.1) 90.0 26-1/2' 37' 53-1/8' 74' 38 3/B' 75.0 80.0 80.0 90.0 75.0 80.0 1 SDA 90.0 75.0 80.0 80.0 90.0 75.0 Bolo 80.0 90.0 75.0 50.0 Solo 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 80.0 72" 75.0 80.0 80.0 90.0 26-1/2' 37' 53-1/8" 74' 50-5/8" 75.0 80.0 80.0 90.0 24' 30 38' 42' 48' 54' BO" 88' 72' 75.0 80.0 $0.0 90.0 75.0 80.0 80.0 mo 75.0 Bolo Bolo 90.0 71.3 76.0 80.0 90.0 75.0 80.0 80.0 90.0 71.3 73.1 solo 90.0 75. 50.0 F BOA 90.0 26-1/2' w. 53-1/8" 1 1. 75.0 no 80.0 90.0 7S0 50.0 $0.0 90.0 75.0 80.0 80.0 90.0 7S0 solo 80.0 90.0 67.9 72.5 80.0 9o.0 7S0 Bolo 80.0 90.0 26-1/2' 37' 53-1/B' 76' 75.0 80.0 80.0 90.0 75.0 Bolo 80.0 90.0 75.0 80.0 SOA 90.0 7S0 78.6 80.0 90.0 67.9 69.9 80.0 90.0 24 Q 750 I ra-3-31Bolo 90.0 I..-W .H L I��I # WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. t:OOUCF RgN_cti"4 e"J s?eu .,•, i;:� »itr. rbc F4rnid� 4-c._;-., ram'' `8'122�•�� NOTE: GLASS CAPACITIES ON THIS SHEET ARE •AASEP ONASJM EjVO-09 (3 SEC. GUSTS)_ • • • • • • • • • • • • • A11-1^1111111 J//I • • • • • • • `�A��-^.� //// • • • • • • • • • • `� .....�Ji/ ii PRODUCrlU:;VYSF:3 ' es oand)4e8 wi: dre ET • . •• �ill d-gCode •, • OE!)� �o�: TATE OF A � 30' 36" 42' 48" 54' 80" se 72" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 aox 80.0 9D.0 68.8 71.3 aoA 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 1 80.0 90.0 24' 30" 3e 4z' 48" 54" 60" 72' 75.0 80.0 solo 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80A 90.0 75.0 70.6 no 90.0 66.8 71.3 80.0 90.0 60.2 64.2 Bolo 90.0 24" W. 36' 42' 48' 54' 75.0 80.0 1 80.0 90.0 75.0 80.0 1 80.0 90.0 75.0 80.0 no 90.0 70.0 70.0 $0.0 90.0 65.6 85.6 no 90.0 64.3 64.3 Bolo 90.o 24" 30" 36' 42" 48' 96' 75.0 80.0 Bolo 90.0 75.0 80.0 00.0 90.0 75.0 76.2 aD.o 90.o 64.6 64.6 59.9 F5_9_91 60.0 904 24' 36' 42 108' 75.0 no �e 75.0 80.0 *1 • 9D1D 74.5 74.5 80.0 90.0 61.5 61.5 50.0 90.0 24' 30' 36' 120' 75.0 80.0 80.0 90.0 75A Bolo .0 -0 74.5 74.5 • 80.0 .0 • • • • 1. ani Dade : Ca�trA ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • 16av Z z• h fill Igoe 07 CLOg 8 1111E job M drawing no. W09-20 I Er. TYPICAL ANCHORS WOW BUCK SET: ELEV. FOR SPACING I . EDG . a a DIST, .. • a a a a I TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE TYPICAL SEE ELEV. FOF COUNTY APPROVED AULDON ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. BUCK OR WOOD TYPICAL SEE ELEV. FOR TYPICAL ANCHORS: SEE ELEV. FOR SPACING BY 'ELCO' (Fus177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU IBY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) J14 SMS OR SELF DRI H SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/5" THK. MIN. (6063-TS MIN.) STEEL;- 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Al EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - OM MIN. CONCRETE AT HEAD, SILL OR JAMBS fe a 30DO PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. SEALANT: - ..ALJ �{�fj, !11'ID PAM6 COIJNEVONS• JEALED WITH _ _ dl SE>jLEFj . . . . . . �� • • •• • • • • • ` gluuulY • • • • • • • • .�` D Ah/ • � �: �NBf '•. y A00UCT RENx'tt'J_'v PR ' 6 I nc,:x i'A iM. r'lnrilG ODUCT �LV:a^SD axuPiC g ; iL Uie Fwd. ••: _VR11fQ2QO EI'Hdmg Code x ccptasclNoA _ffG ! • p . • 1 � . � :. � i;� J Ex/kutish Die • •• I TYPICAL ANOHORS • • • • • ' OF 'WOW BUCK •<y�� drawing no_ SEE� ELEV. By �•! GR •. f • • • • ' 'r� EncE DIST. FOR SPACING , n : rf .5 IIK rofAhu�uctNAI-�Clo�sy • • • i °�D� +\�� W09-20 11111 sheet 3Of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • mm # PART RRQD. DESCRIPTION ]MATERIAL MANF./SUPPLDER/REMARKS 1 FY301 2 FRAME HFAD/SUVJAMB 6063-T6 - 2 FY302 AS REOD. GLAZING BEAD- 7/16' MASS 6063-T6 - 3 iY303 AS REOD. ANCHOR COVER 6063-T5 - 4 E203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER - 1/8' HIGH SILICONE FRANK LOWE 6 {'10 x 1' 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 fY120 - FLUSH FRAME ADAPTER 6063-TB OPTIONAL B 1 - 1 2/ LITE I SETTING BLOCK EPDM DUROMETER 85t5 SHORE A RECT. OR SQUARE WINDOWS V 8 N 1/8' THK. AWN STRAP C q J Q L Z i 0,+ 6 l 0 0DRy�O LL 2 OF� � �G g all LLZq- WELDS o JORTTS TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • • • • ••• • •• ••• •• • • • •• ROOoCT RENEW" rs r:•;nO ins Uhfps Pksl6 PRODL't'T R$VTSn'Ll 4nll-s.feat�^ xs coia;y;ring will; the fiodd• h:npi.:n:; yaV.- =Lai • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MITER CORNERS U (nta W n Lj Q�Q at aS � O ;5M �1 z 0 00 aS in Z 3 o 0 p0 w 0m o ATE • OF 'f(j� drawing no. ' • oR1c!.•� W09-20 METAL 7YPICAL ANCHORS STRUCTURE FOR SPACINGTYPICAL to ANCHORS ELEV. FOR SPACING MIAMI—DADE COUMY APPROVEDSEE MUWON • MULLION ANCHORS UI LEE SEE SEPARATE NOA'LEDCE' EDCE0 per, y n I 3 I C °. Ox 0 ALT. L I uFi�TYPICALANCHORS SEE ELE . FOR SPACING p ¢ _ 2 Q CANp �• 010� �go's s J N NtD 3 yM 1/4- MAX. © j3 co Z SHIMS ALT. 3 �? A Ww mm k all I� TYPICAL ANCHORS SEE ELEV. o 9 91 9 P FOR SPACING• *Om)cT Aplmvw �. eenptTKn=wM� t\t RMM © R idrog C dk kc ptto N• 18- 2 -U6 EzPL�atiaa Datt QQQ. p m d ALT. •• ••• • • • • • • B li 0 < m u I � � f •• • • • ••• • .. AAA 1111111T �'/ INSTALLATION DETAILS WITH FLUSH FReW- .` ' PROMICTRE\RSED 1 �r m: x T,131ing with dw Fl,vidn _— • F IRion Jace �y�•Ile— de drowing9 no. WO�_20NAL 'fVPICALANCHORS •• • • •By Q • •iO. ATTc of '• ` EDGE DIST. , SEE EI.EV. FOR SPACING • • •• • •� • i • ..duct rni• • �� '• op\01�.• �`� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MM A DIADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMIMSTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing -he os of consb ction ••.. . materials. The documentation submitted has been reviewed and accepted by Mian i ale County R - • • Product Control Section to be used in Miami Dade County and other areas where d1lt ted by thc•Authority • • • • • • ...... Having Jurisdiction (AHJ). • � • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade -County Proddcl•Control • •' Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade 0; 000 reser * *tbe right • • to have this product or material tested for quality assurance purposes. If this product pf matdtjaj-fails to • • • • • • perform in the accepted manner, the manufacturer will incur the expense of such testing and the AJ4J may • • immediately revoke, modify, or suspend the use of such product or material withiri:their ;urisdirtion• RER ....:. reserves the right to revoke this acceptance, if it is determined by Miami -Dade Eounlt 0- x Pro( ontrol • Section that this product or material fails to meet the requirements of the applicable hiding coda, • • • . :Goo*: This product is approved as described herein, and has been designed to comply with the Florida•)sttilding Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series co -Guard 200" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal 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 Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 renews NOA# 17-1102.23 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-1220.07 Expiration Date: May 27, 2024 Approval Date: January24, 2019 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling )akwr (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision:F dafted 101N9 1'7, prepared by Al-Farooq Corporation, signed and sealed by Javad. jd, PJP ; B. TESTS • • • . .... 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pef FSC, TAS1261 94 2) Large Missile Impact Test per FBC, TAS 201! T: • 3) Cyclic Wind -Pressure Loading per FBC, TA&2Q5-94 4) Forced Entry Test, per FBC 2411.3.2.1, and ZAS 102-94 along with marked -up drawings and installation diagram of an 11unonum horizontal sliding window, prepared by Fenestration Testing Laboratory, Ind', T8st ReW No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA#14-0317.01) 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, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 0l/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 0l/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel hrr_e2l P.E. Product Contro Ex iner NOA No. 1-1220.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTDwED) 5. 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, TAS 202-94 . • • • • along with marked -up drawings and installation diagram of a XOX aruminutn"' horizontal sliding window, prepared by Hurricane Engineering &.TeS�g,14,. * *vt Report No. HETI-08-2228A, dated 01/15/09, signed and sealedb!-)i tandido F. Font, P.E. .... .... (Submitted under NOA#09-0312.08) "" • • • • 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201; ; • ; ; 2) Cyclic Wind Pressure Loading per FBC, TAS 2Z94 along with marked -up drawings and installation diagram of a AX aluminum • horizontal sliding window, prepared by Hurricane Engineering & Testing, Iflc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed v'y Candidc:F. Pout, P.E. .*r (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel Per , .E. Product Control am' er NOA No. 1 0.07 Expiration Date: May 27, 2024 Approval Date: January24, 2019 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 07/08/15, complying with FBC 61 Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 • • • • D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resources•(MR) .... 0000 E. MATERIAL CERTIFICATIONS "" • • • • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Arne r}*a;1nc. forX(;i : "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01119/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America lac. f6f their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/M/1�, expmng on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5tb Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated October 12, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. All I-W, Manuel PEamin P. . Product Control r NOA No. 107 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-3 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS s o * * 1. None. •••• •••••• C. ...... .. . CALCULATIONS ; ...... • • • • 1. None. .... .... ••••• . •. .... .... ..... D. QUALITY ASSURANCE • • • • • • • • • • • • • • • ... . 1. Miami -Dade Department of Regulatory and Economic Resourc *s.( R). ...... E. . . . . MATERIAL CERTIFICATIONS �. ...... 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray Aiaerira, In;. Jbr•their e • • • 0 "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated'OV18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 2. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Systems, LLC for their Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 01/11/18 and expiring on 05/27/19. Manuel Pere .E. Product Control Exa ine NOA No. 18-12 . 7 Expiration Date: May 27, 2024 Approval Date: January24, 2019 E-4 WINDOW WIDTH 3 MAX. y /SILL HEAD/SILL CORNERS A 3' 3 ` t 4 it II D II II E n = O �L tnm I I 1 I li it B 3 �1 1� FALSE MUNTINS (SURFACE APPLIED) 31 1/41 32 3/4' D.L. OPG. MAY BE USED 35 3/8' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8' HEAT STREN'D. GLASS .090' Mterlayer Trmelfcl PVB By 'Kuraroy America. Inc.' 1/8' HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 GE SCS 2000 v- z m z m n m m2 3 1/2' MAX. HEAD/SILL CORNERS 4 mz o HEAT STREN'D. GLASS 090' tderloyer SentryGloe By 'Kumray Americo, Inc.' r1/8' HEAT STREN'D. GLASS DOW CORNING 899 p: GE SCS 2000 F ' AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES 9 WIDER THAN 36' ONLY 9 WIDER THAT 36' ONLY GLASS TYPE 'AGLASS TYPE 'B' z 1n w FALSE MUNTINS. (SURFACE APPLIED) MAY BE USED 111' (2)) ANCHORS AT MTG. STILE ENDS IYP. WINDOW WIDTH (4) ANCHORS REDD. FOR SIZES AND LOADS MARKED WITH '•' ON SHEET 2 ONLY 10 5/8' MAX. �4`r y HEAD/SILL 3- 05 CORNERS Fi c�z t nSV I I I! �II II 11 II II II II 11 II II II II II II II 3 32 36 32 TO QUALIFY FOR SMALL MISSILE IMPACT RATING ECOECO-GU�D SERIES-200SEREES-200 ��ORIZONTAL RO�G�OWRO�G�OW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROWING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MLAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED To COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8' HEAT STREN'D. GLASS 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 5/16' AR SPACE TO THE BUILDING STRUCTURE. 1/8' HEAT SIREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE .090' Interloyer MATERIAL SWILL BE BEYOND WALL DRESSING OR STUCCO. Troaifol PVB A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. By 'Kumray America, Inc,' ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. 1/8' HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT OTHER DISSIMILAR COME INTO CONTACT THE CARDINAL XL REQUIREMENTS OF THE 014/2017 BLDG. CODESHALL & ADOMPTED SFANDNIV. EDGE SPACER Sr. STEEL THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, L . LIFE SAFETY OF THIS PRODUCT, ADEQUACY SILICONE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR DOW 899 &ATERSINFIYTRAWN *ESIST#NCE `TC. • CONDITTONSNOi SHOWWN•IN TsHIS LNG E•TO BE ANALYZED SEPARATELY, TO BF•REVICIM Syr BLyLDIV OIF04- • AND 11111111 /l t.f1 — rROOUCTpENkE � • • • • • • • • _ ♦♦♦♦ �i��i�i I 3 `it3Ldlwy;« • • • .• . �: VOENNsrB Fxt:m.:^^CDc12 All- I;c 7D592 ' i"SF:iJ to �m:�!y�2 with Ne F!orL•Je Dnilllo>s Code: _� — �i : �7 tf;;.:a, N/1^ T:ap+. • Avshsrer 7-�I+sz• AT 1/4 POINTS SEIZING BLOCKS AT • • •' LAM. GLASS AND INSUL GL • • • •lo�ha ytJ�y OF ALL SIZES EA NOTCH GLAZING BEAD LEG•TO CLEAR FLOCK • • GLASS TYPE 'C' • • i W � • • • • • • • • • i" i(�11� OyAL., ♦♦ ♦♦`` • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v m Z O b h q mH sgip a o�g�s lz Ha� 1LzN-� a6 :� drawing no. W09-12 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIM) WINDOW DINS, A W/O REINF. WITH HEINP. GLASS TYPE 'A' DR.(+) INT.(-) G1133 TYPE 'H' -(+) INT.(-) GLASS TYPE -.(+) I INT.(-) WIDTH HEIGHT 26-1/2" 1. 53-1/8• 74" 26" (3) 4 70.0 BO.0 BOX 90.0 70.0 80.0 4 70.D 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37' 53-1 5" 74' -3 8 4 70.0 80.0 80.0 90.0 70.0 80.0 4 170.0 80.01 80.0 90.0 7D.0 80.0 (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 8 170.0 50.011 50.0 90.0 1 70.0 1 $0.0 26-1/2' 4 70.0 B0.0 80.0 90.0 70.0 80.0 1. 5/8 4 70.0 80.0 80-0 90.0 70.0 80.0 53-1 La• M74-74" 6 70.0 BOA 80.0 90.0 70.0 80.0 B 170.0 80.01 80.0 90.0 70.0 MO 26-1/2 1. 53-1/8" 74' 63' (6) 4 70.0 30.0 80.0 90.0 70.0 80.0 4 88.9 77.5 $0.0 90.0 70.0 80.0 8 70.0 70.0 00.0 90.0 70.0 W.0 8 70.0 70.0 80.0 80.4'I 70.0 $0.0 24" 36' 48• ow5 72" 24 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 20.0 70.0 80.0 70.0 50.0 50.0 90.0 7D.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 38" 45' 80' 1. 34) 4 70.0 80.0 80.0 $0.0 70.0 W.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 00.0 80.0 90.0 70.0 80A 8 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 $0.0 90.0 70.0 W.0 24' 35' 48' BO' 72" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70'0 80'0 80'0 90.0 70.0 80'0 5 70.0 50-0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 36" 1. 601 1. �) 4 70.0 50.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 W.0 6 70.0 70.0 80.0 00.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 B 70.0 70.0 80.0 57.0 MO 80A A - NO. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JAMB s MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REM. ATB RRINF. GLASS TYPE 'A' E XT,(+) INT.(-) GLAS4 TYPE 'e' E7fT.(+) INT.(-) GLASS TYPE 'c. FXf.(+) INT.(-) WIDTH I HDGHT 74" 108-1/4' 111 • �3) 9 70.0 80.0EBO.'.O 90.0 70.0 80.0 12 70.0 50.0 90.0 70.0 B0.0 12 70.0 $0.0 90.0 70.0 80.0 74• 106-1/4" 111' 38-3/8. (4) 9 70.0 80.0 90.0 70.0 80.0 12 70.0 80.0 g0.0 70.0 50A 12 70.0 80.0 90.0 70.0 $0.0 74' 108-1/4" 111' 50-5/8" (5) 1 9 70.0 $090 90.0 70.0 80.0 12 70.0 80.0 1 BOA 1 90.0 70.0 BOA 12 70.0 MO 80.0 90.0 70.0 80.0 74" 108-1/4' 111' (6) 9 70.0 70.0 80.0 90.0 MO 80.0 12 70.0 70.0 80.0 82.8 70.0 80.0 12 70.0 70.0 80.0 00.4 70.0 80.0 72" 84" 96" 1D8" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.o so o 90.0 70.0 $0.0 12 70.0 80.0 50.0 90.0 70.0 80.0 12 70.0 50.0 80.0 90.0 MO 504 72' 84" 96" 108" 36' (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 aO.D 80.0 90.0 70.0 80.0 12 70.0 50.0 80.0 90.0 70.0 80.0 12 70.0 50-0 80.0 90.0 MO 80.0 1. 84• 96' IDS" 48• (5) 9 70.0 8D.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 BO.0 50.0 90.0 70.0 80.0 72" 84• 98" 108' 60" (g) 970.0 30.0 g0.0 70-0 1 80.0 9 70.0 70.0 80.0 90'0 70A 80.0 12 70.0 70.0 80.0 90.0 70.0 BO.D 12 70.0 70,01 80-0 67.6 70.0 80.0 A - N0. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB ► MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) 0/3W) (1/3W) 4 4- DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O RE NF. WITH REINF. GLASS TYPE 'A' EXT.(+) INT.(-) GLASS TYPE 'B' IDR.(+) INT.(-) GLASS TYPE 'C' WIDTH HEIGHT 74' 105-1/4" 111" (3) 9 70.0 1 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 50.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74• 106-1/4" 111' 38-3/B. (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74• 50-5/8 (5) 9 70.0 80.0 80.0 90.0 70A 80.0 74" (8) 9 70.0 70.0 50.0 90.0 70.0 80.0 72" 84" 96" 106' 24' ('� 9 70.0 80.0Fao,00 90.0 70.0 80.0 9 70.0 80.0 90.0 70A 80.0 12 70A 80.0 90.0 70.0 80.0 12 70.0 80.0 90.0 70.0 80.0 1. B4' 96" 108" 36' (4) 80.0 90.0 70.0 80.0 80.0 90.0 70.0 50.0 80.0 90.0 70.0 80.0 J1270.0 - $0.0 90.0 70.0 B0.1. 84' ' S) 80.0 80.0 90.0 70.0 80.0 70.0 80.0 90.0 70A ROM 70.0 80.0 90.0 70.0 80.0 r2� 50' (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB Root" RENEHWM OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'e w111f ti.n zr:,;:,:. �,r: it • • ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL • • • • FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 6:.Q PSF: SEE SHEET 3 FOR DETAIL. • • • • • • • (t/4W) (1/2W) 11 (1//4W� OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XoX' ; NOTE: AND FLORIDA BUILDING COMMISSION GLASS CAPACITIES ON THIS SHEET ARE • r o s BASED ON ASTM E1300-09 (3 SEC. GUSTS) o a 111 a►�.,tr,•,[yS i S S1 S DECLARATORY SWEMENT DCA05-DEC-219 o W • • • • • �• • • • • �11111111111, "� jj rPa` c a: N iI as ra ,•.•; e:;g oiF,: Osc Plre-iJa - y� - ?j g • Aemq:ance i;1 �1�+uj • • •� D'01 QS(L- �4 '• ATE OF �.�� drawing no. .�. . • :,'�• oRADR ' �� W09-12 • • • • • • • • • ��7�7j7j1YA�.j1AA7`` sheet 2 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MWA—DADS COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NON WEEPHOLES: W1 — 3/8' X 2-1/4' WEEPHOLES AT EACH END AND 37' O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE a". FOR sPAaNG 1/4' DIX ULTRA= BY 'ELCO' (Fw177 KSI. FY-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063—TS MIN.) STEEL• 1/8' THK. MIN. (Fy — 35 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY — 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. g INTO METAL STRUCTURE = 3/4' MIN. L �\4 WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. N; c77 CONCRETE AT HEAD. SILL OR JAMBS f c — 3000 PSI MIN. I�1¢ x • • • • —90 yHALLOW/�ILLET! BLOCK A? MMBS t'm — 2000 PSI MIN. � N • • • • • • • • \\111111/I • • • • • • • • • • • ��Jpp HF!!gy �i�� ?tMD41UC-T R::nt':wts • • • • •• • . • ; �� • -�O Tee ;a�r�arTthenAd • •• • '• • 99... •'•VOENSF •• PRCOUC7 REVISED 2D'L4 v ccmPTying wiN the Florida R Awl•' • •� •:W P • I �S TYPICAL Y • • • A�Wcg.Na — 1 BY .e..,.•• .h 'fix: tiara; • • r'�°'�4Pn Date 2.78 0 •. TE OF ,y WOOD BUCK FOR SPACING • • • • • • • • • • i C� • , ORIOR i EDGE OISf. • • •• --mWf&ont. • 0 olA�\\\ ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W09-12 1/4" VAX. U U 1/4• MAX SHIM O O O SHIMS 1- �Y • Z m 5 WODD BUCKS n 3 21 8 7 0 g TYPICAL ANCHORS 17 TYPICAL ANCHORS °'� SEE ELEV. ykj SEE ELEV •., FOR SPACNG Q7 o o FOR SPACING 5 g ON ", dlyWyl 1? U - Q:ct S17 N � w 20 SCREEN OPT.m 11%4' 9 N 8 1 tSs 't STEEL 10%0 CING As I870D. 11 12 D e STRUCTURE SEE SHEET 2 FOR CAPACITY Q G[ al WNDOW MOTH O N %0 LAYOUT VENT WIDTH 1/4- MAX J r� 1/4• MAX VENT WIDTH SHIMS if SHIM D.L. OPG. © O D.L. OPG. 1 HY WOOD BUCKS R 2 8 7 r 17 TYPICAL ANCHORS o.• SEE ELEV. FOR SPACING � 5 g 3O M n �o�IL X!l Oco 17 ----SCREEN OPT --- -SCREEN o ---------- i p No ... o LJ D 7 a W W Do ♦ e � g 17 4 11 1 D.OPG. L STEEL REINFORCING � AS REOD• EXTERIOR WINDOW WIDTH SEE SHEET 2 FOR CAPACITY v TYP�KAVANCHORS XOX LAYOUT o ¢$ft FOR SPACMC o M14M1-DADE COUNTY APPROVED MULLION TYPICAL ANCHORS 'k>J11ik7'9QJTE4W@� SEE SEPARATE NOA SEE ELEV. FDR SPACING is 6[3Ai+ft wFik 1ge F1w� Bxri�'ct...a Dats • • ••axaa ,.frs��. _. t1pUUlurrrr a t - ,1 _ �PrVGENSF "• ;Yl � 9 PRODUCT REVISED m-Pl"i adlh Florida • • • • • • • S tt. Duildu •ingCude • • • A•te..pVmz•,10 i•f1J • _ ' 1�OF r� drawing no. WIDTH WINDOW WIDTH • • • • • • • Brpizafon 1Eac • PWINDOW �G • �i�rrrr • • •-y• • ®L��i. sheet 4 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING I —MAX��I — O TYPICAL ANCHORS SEE ELEV. FOR SPACINO�.:. a t ,tf4. 0 TYPICAL ANCHORS r SEE ELEV. FOR SPACNG .i . w .a ROOItI-f' REIN .. ee ts`■g:ySrtg w6i tie Ff."& �024- INSTALIATION DETAILSWITH LUS FRAM&4j&gTE• • � • • • � • • • • �.• ��„�., PRODUCT REVtSGU az cerrO I■g wRh ih■ FToride Duxding Cede (� • • • • TE OF • • • � • • • • F.�■nieede ProdoetO�► • • ��islt �AI;\\;```` • • • • • • • • • • t • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • drawing no. W09 —12 I(D FRAME HEAD FRAME SILL 1.314 .340 .312 1. SILL TRACK MOV. FRAME JAMB 1.067 715 3/16' 1 1.434 .813 N N .082 I 1.140--I 12 11 VENT TOP/BOTTOM RAIL STEEL REINFORCING 0 r9I T II ,� 1.250 bbpp .7J 9 � .Du .BD3 .045D3 2 248 1.140 1.047 1.047 .082 .21a 10 GLAZING BEADS 1.344 U JAMB STILE 2.083 2.501 1.250 1 1'� 1.340 .062 -900 1.344 (D MEETING RAIL 2.18B� 1.422 2 .062 1.375 (el FIXED MTG. RAIL 750 r .082 2.812 2.750 2.688 062� II 500 69 F.B69 1.888 2.611 FIXED FRAME JAMB z6 FLUSH FRAME ADAPTER rrEm PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-TS - 2 FY202 1 FRAME SILL 6063-TS - 3 FY203 1 SILL TRACK INSERT 6063-TO - 4 FY205 AS READ, MOV, FRAME JAMB 6063-T6 - 5 FY1O1 AS READ. FOXED FRAME JAMB W63-T6 - 6 FY104 1/ VENT FIXED UTG. RAIL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT 4AMB STILE 8083-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-16 - 10 FYI 08 AS READ. GLAZING BEAD (LAM. GLASS) S063-T6 - 10A FYI 10 AS REOD. GIAZING BEAD (1NSUL LAM. GLASS) 6063-T6 - 11 - AS READ. REINFORCING BAR STEEL - 12 - AS REDD. REINFORCING BAR STEEL I - 13 FY204 AS RTE00. ADD -ON SILL RISER SD63-TB USE AS REOD. 14 FY200 4/ VEIN ROLLER HOUSING A: GUIDE CELCON - 15 FY200 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 f8 X 1' AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 fB X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.M. SMS 19 W23181 AS REOD. FIN SEAL WSTRIPPING - ULTRAFAB 20 Q30OTI90 AS REOD. BULB SEAL Q-LON SCHLEGEL 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB, WROMETER 65t5 22 E203 AS READ. GLAZING BEAD BULB SANIOPRENE ULTRAFAB, DURDMETER 55t5 23 FLB-50 AS REOM GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN k ASSOC. 25 #8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SUS 26 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. S 27 - 1/ VENT 5/16' BOX SCREEN - OPTONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL :.E 29 - 2/ LITE SETTING BLOCK LYDM DUROMETER BO*5A Z � F z Q s e cc 0 "'l Ogg ei g$bog: ab&�� I ROOUCT RENEwkr& = • ° n taaw[IvtinR witY Lke Fbr1•s ° ° ' S 6 ar PRODUCT REVISED s xs .=,IyinR with the Florid& • • • • • • guildlbR Code • t � - • • • • OF drawing no. aNloD �� W09-12 • • • � • • • • 8 ��• • • i„ I ALA,, '�� sheet 6 of 7 1 N 11111 • • • •• • • • • • • •• •• • • • •• •• UO U t q n O � tQR�I 6QQv o c&off � Law QaLa� LLI 0 a� f� O o Um J FRAME TOP CORNER m w VENT TOP/BOTTOM CORNERS y W 77 r O n M n coo I U a9 � w 0 o 1 fl A a� � ngg3 •gwiri dle Rbdd� ° m N e e Acm�:auce Nv 18' v • • • • • • • Qapi � a„ lido a. J� E'. �� • • • i i i �f ie �i'�i � � � � v vG/tltl, FRAME BOTTOM CORNER PRODUCT P.EVISpD _ r es xmpiyingwith the Flo,ldi = v u 18 • • • • • • H, f g G;de • i • • • • Dire OF drawing no. • • ••g . . % W09-12 FIXED MTG. RAIL CORNER • • • • • n f PlOf • • ��i/ 1 N! `�``�� sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM FDADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid24tgov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 .... SCOPE: • • •••••• •••••• This NOA is being issued under the applicable rules and regulations governing," � �Se of ep�tstr�iction . • ...... materials. The documentation submitted has been reviewed and accepted by Mi4Mi die County RER - • • Product Control Section to be used in Miami Dade County and other areas where allgwed by the Authority: Having Jurisdiction (AHJ). .... '.... ' ..... This NOA shall not be valid after the expiration date stated below. The Miami -Dada Cpunty Proftetcpntrol ..... • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Ebuhty) resed*, ! the right"' •; • to have this product or material tested for quality assurance purposes. If this prddifct'dr materiar fails to perform in the accepted manner, the manufacturer will incur the expense of such festin and de A173 may • immediately revoke, modify, or suspend the use of such product or material withia their j urisd Iction RER• � • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prodye`t.�tmtrol 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 "250" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 18-48D, titled "Series-250 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 04/23/18, with revision A dated 06/18/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., 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 and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise 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 consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0426.09 Expiration Date: August 30, 2023 Approval Date: August 30, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 18-48D, titled "Series-250 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 04/23/18, with revision A dated 06/14/18, 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 TA9 .262-N 3) Water Resistance Test, per FBC, TAS 202-94% • •; • • •; • 4) Small Missile Impact Test per FBC, TAS 201* 94' 5) Large Missile Impact Test per FBC, TAS 201-94 ; • • 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 7) Forced Entry Test, per FBC 2411.3.2.1, and'T•A� 102-91 • • along with marked -up drawings and installation diagram of a series 250 alurfiMdm horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-9830, dated 10/24/17, with addendum letter dated 06/15/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 04/24/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "TrosifolO Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated January 4, 2018, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 17-0420 issued by the Product Control Section, dated June 9, 2017, signed by Manuel Perez, P.E. G. OTHER 1. None. E-1 Manuel P ez P.E. Product Control Upininer NOA No. 18-0426.09 Expiration Date: August 30, 2023 Approval Date: August 30, 2018 ' .. `...'.' "'..'...D. GLASS fr merica, Inc.' 1T STREN'D. GLASS UCONE )WSIL 791 _. S ON LITES ...__. 6" ONLY GLASS TYPE 'A' 7/16. OVERALL LAM. GLASS 3/16" TEMP. GLASS 120" WINDOW WIDTH 4" MAX. 11 3/16" 5/16" AIR SPACE 3/16" HEAT STREN'D. GLASS 6" MAX. HEAD/SILL MTG. STILE MAX. ENDS 3 HEAD 090" Interlayer CORNERS SILL Trosifol PVB By 'kumray America, Inc.' 3/16" HEAT STREN'D. GLASS II' II i a1 SILICONE 4 DOWSIL 791 I ii II II io m 22 .. . II i! 6 --_/ m �I it ' i n o n ,r\j 23 S r 41L> I� II I � � m -� -4 ___ J __ __ JI _ IL_ II II 11 II II - 0 � 31 II II II II II II II I; �I SSCC w AT 1/4 POINTS ___L29 ;I y�----yr----J1Y ALL SIZES n u B 3 II GLASS TYPE 'Al' ILJI _ _ 15/16" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS SERIES-250 (L.M.I.) ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNFTS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHIZ). 18Y OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. FALSE MUNTINS 26 7/8" 53 5/8" 26 7/8" m w (SURFACE MAAY BE SEED D.L. OPG. D.L. OPG. D.L OPG. o 31" 31" n U TYPICAL ELEVATION (TESTED UNIT) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LAMINATED GLASS . • • • • • • • • • sIDTSUL. LAM. GLASS 0 • LARGE MISSILE IMPACT • •• • • • • ••• • `-ram e� 70592 • • • • • epprd I ss eampTyMs lrHh66 • • • ,, $� • n 27,2078 OF ••• • • • • •• ••• • • • • ••• • • • • • • • • •• • • • •• • • ••• • • • •• • Z � � 0 it 010`Ln gg lr H 0t0, O O�a'�j O' Q M 8 0Rag� IIx &JO it arz! 0 J W J J Z W s NLa N W N (D o x 3 fO OO QoM m m o Z3LJ- m N w O c, o W UAW J rn W a0 V W i •I g a � a drawing a no. 18-48D S c I (1/2W) III (1/2W) f// I I I 01 XO OR OX LEFT k RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS WINDOW DIMS. MAX. D.L.O. WIDTHS WIDTH HEIGHT VENT F FIXED 84" 50-5/8' 38' W. 74" 63" 33' 33" 64' 72' 28" 28" 61" 76" 26-1/2' 26-1/2' WINDOW WIDTH (1/3W) ff (1/3W) 0/3W) XOX OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH WINDOW DIMS. I MAX. D.L.O. WIDTHS WIDTH HEIGHT VENT I FIXED 120" 50-5/0" 35-13/16' 35-13/16" 113' 63' 33-7/16" 33-7/16' 99" 72" 28-13/16' 28-13/16" 92" 76" 26-7/16" 26-7/16" OPERATING VENT TO BE 1/3 OF THE WINDOW WIDTH WINDOW DIMS. MAX. D.L.O. WIDTHS WIDTH HEIGHT VEM Fl%EO 120' 50-5/8' 37-5/16 74-11/16" 106' 63' 32-11/16" 65-5/16' 93' 72' 28-5/18' S6-11/18" 88" 78" 26-11/18' 53-5/16' WINDOW WIDTH (1/4W) (1/2W) (1/4W) XOX OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH WINDOW DIMS. I MAX. D.L.O. WIDTHS WIDTH HEIGHT VENT FIXED 144" 50-5/8" 32-7/8' 65-11/16" 144" 63' 32-7/8" 65-11/16' 126" 72" 28-3/8" 56-11/16' 120" 76" 26-7/8' 53-11/16' MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED USE ABOVE LOADS FOR WINDOWS WITHOUT ADD -ON RISER. INSTALLATIONS WHERE WATER INFILTRATION RESSTANCE IS REQUIRED USE ADD -ON RISER FOR ABOVE LOADS. OR LIMIT MAX. EXTERIOR(+) LOADS TO +60.0 PSF FOR WINDOWS WITHOUT RISER. SEE SHEET 3 FOR DETAIL •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • `1111111IIII T777' •• ••• •• • • • •• \ W. AllIi \ .... JGENSF • • ... �} i� -md sAmplyingwitlift .70592 i • i VTR A Pnli f ` • • T127,2018� • • • : • r en " uct Con • • •s® "SpR1op`.. G\�I 7jTIII1111111V ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 10 4u Z w _0 q ~ W L G fi30`• V i 89lip o cr o Oaoo ♦ In E 1 LL 40 ItWAi 0 " U � J J $ (7 (n a _ � n fJ O T}/.1 W "" V) s `O 3Lr O on n O'a Z _3 c 3 Z } v) w O c'4OO W J Le) w N 002 m o I o n � �io n � drawing no. 18-48D TYPICAL ANCHORS Us x w w METAL STRUCTURE EDGE MWAI-DADE COUNTY APPROVED DIST. MUWON & MU ON ANCHORS EDGE Z y n m SEE SEPARATE NOA g DIST. F'�i J EDGE F m DIST. o S N a U • 0 W H b O WHW U I �CC O,NM, C as g TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS y SEE ELEV. SEE ELEV. SEE ELEV. Q ? 6 FOR SPACING FOR SPACING FOR SPACING Z y F_F J OOQ Q W di WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (3 m WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING -J•7 W1 = 1/4" X 2-1/4" WEEPHOLES WITH BAFFLE AT 4" 1/4' DUL ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) N FROM EACH END AND 37-1/2" O.C. MAX. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J 2 LLI W2 = (3) 1/4" DIA. WEEPHOLES AT 1/2" O.C. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) AT CENTER OF EACH LITE THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o NtO x D 7-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS p m M 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o Z $ 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3 3 I 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) w_ O w J " INTO MIAMI-DADE COUNTY APPROVED MULLIONS V'Dm N W aO f OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS SILL RISER ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)^ 13 AS RSHEET 2 SEE SHESTEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) FOR LIMITATIONS (STEEL IN CONTACT WITH ALUMINUM TO BE PUTTED OR PAINTED) TYPICAL EDGE DISTANCE 2 INTO CONCRETE AND BLOCKS - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. u o INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. ,n n • • • • •CO C"p'�� * SI OR IJAdBS f c - 3000 PSI MIN. m Y N • •C-�a WL$: ILL�O lit AT JAMBS f'm - 2000 PSI MIN. S 5 g • •• • • • • ••• • ITS to< • • • • • • • • • `1111111117 7 '••• ENS••' % � � � o .70692 3 1N000 TYPICAL ANCHORS • • • • • �/ • • S ®•' s 'ATE OF 6y� drawing ` no. SEE ELEV. �s" •. AtoR�oa. ®�. EDGE .,T.ST. FOR SPACING 18-48D 'i�ss'••., �i,• /AN/A1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL A SE FOR RM LOCK MIAMI-DAOE COUNTY SEE ELEV. APP SSEPARATE NOA—\ FOR SPACING AL ANCHORS ._LEV. SPACING •• ••• • • • • • •• • • • • • • • • • • • •• ••• •• • • • •• • • • cYUdR .wll-i�- ldt,g • — 5:T ; .�. �p�,7, SCREEN OPT. • • • • px! � • '0 ' � 27.201�c • . . • i• 8TATE OF W ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. . . In II J a In J m m e S o s � o }L, drawing no. 18-48D EDGE DIST. METAL STRUCNRE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE D, IST. MIAMI-DADE COUNTY APPROVED MULLION &MULLION ANCHORS I�Lr °D ZEDGE • • j`-� SEE SEPARATE NOA p I DIST O y F 4 e a � � d C h A O za za 28 0 0 G ALT. TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. Q g LL n 2 q FOR SPACING FOR SPACING SS QMR J q U � 3 J J � 0 N o W W 1/4' MAX. N O SHIMS O � 3 r Ih N O oM TYPICAL ANCHORS SEE ELEV. 28 ALT. Z 3 m FOR SPACING N 3 Z N W O rI 8 _ c _ W y U N W J Ww2 W 1 1�4" O . G 0 TYPICAL ANCHORS SEE ELEV. o FOR SPACING c g a u u� O • • 009 • • • • • • • bi c • • • • • • • • • • • •• • • • • ••• • 2 o - dos s N •• t•s •• • • • •• �� .... INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER :'. N•" = 70592 E a ° ° •EDGE DI57. • • • • • KSI� • • • • • • gLasaYOab Prcjurt�Cr� i� • • • • , �'L6ftoill��l Q',•. STATE OF ` • % F<OR10P`.•. \, ..sue.~ drawing no. 18-48D . . • • . . • .. • . •. .. • • . .• .. ..• . . • •.• . . Oi FRAME HEAD U FRAME SILL 062 1- .312 .250 1.521 (3) SILL TRACK MOV. FRAME JAMB 402 .715 1.434 1.411--I O VENT TOP/BOTTOM RAIL 1 (� JAMB STILE 2.083 .078 LN1 1.611 O MEETING RAIL 1.J2.344 �11 062 .078 1.531 FIXED MTG. RAIL 078 H 3.375 3.292 062 .875 1.688 n FIXED FRAME JAMB F 7 1.247 1.254 1.445 078 .963 25 SPRING LOADED LATCH .107-11-- I .062 L+ O SILL SUPPORT 4:L246 .040 12 SCREW COVER} .635 I•� 719 I�,26 3 1- - ITEM PART / QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 E251 1 FRAME HEAD 6063-T6 - 2 E252 1 FRAME SILL 6063-T6 - 3 E255 1 SILL TRACK INSERT 6063-T6 - 4 E253 AS READ. MOV. FRAME JAMB 6063-T6 - 5 E151 AS READ. FIXED FRAME JAMB 6063-T6 - 6 E154 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 E155 1/ VENT VENT INTERLOCK 6063-T6 - 8 E254 1/ VENT JAMB STILE 6063-T6 - 9 E157 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 E159 AS READ. GLAZING BEAD (LAM. GLASS) 6063-T6 - IDA E158 AS READ. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 11 E256 AS READ. FIX. RAIL REINF., FULL LENGTH 6063-T6 - 11A E258 AS REQD. SHEAR BLOCK, 2' LONG 6063-T6 - 12 E162 AS REQD. SCREW COVER PVC - 13 E2O4 AS REQD. ADD -ON SILL RISER 6063-T6 USE AS READ. 14 E257 4/ VENT ROLLER HOUSING & GUIDE CELCON FY2O9 2/ VENT ROLLER BRASS - FY210 2/ VENT ROLLER PIN Sr. STEEL - /10 X 1' AS READ. FRM,IE/VENT ASSEMBLY SCREWS CRS P.H. SMS d7A #1O X 1-1/4- 2/ CORNER FLUSH FRAME ADAPTER FASTENERS CRS FH SMS #10 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL ENO) CRS P.H. SMS W23181 AS READ. FlN SFi11 W'STRIPPING -ULTRAFAB O3OOT19O AS REQD. BULB SEAL 0-LON SCHLEGEL 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65t5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 24A N8 X 1/6` 2/ LATCH LATCH INST. SCREW ST. STEEL OH SAS 25 FY113 2/ VENT SPRING LOADED LATCH 6063-T6 - 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 WAIL 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16- BOX SCREEN j OPTIONAL 28 E161 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 2/ LITE SETDNG BLOCK EPDM DUROMETER 8Ot5 SHORE A 30 - 1 SILL SUPPORT INSERT 6063-T6 31 - - IINSUL GLASS EDGE SPACER ST. STEEL I CARDINAL XL 35 .173 �- SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH .532 JOINT SEALER. .719 050 .803 1.220 .06 62 .926 • •• • • • • • •• 10 GLAZING BEADS 3.153 r.062 .500 744 .078 -1 3.230 28 FLUSH FRAME ADAPTER t0A t3 SILL fYI��R • • • • • 000 • • • • • • i • .0 two 125--tT^ II •25• • • 0 • • r L, a eompiyLa fth a� rl W � • i • • t i 2 �•8 1.377 FIX. RAIL REINF. SHEAR BLOCK -" ••• • • • • ••• • • ••• • • • ••• • • Z m m O F q • Z �tpy Q IL s L lrp� LL OGmpm v0 m dgtrm QIL0 K 4 Q W 7 4 p u,.USE Q W Omi F JP:Al*, .. •,, GEN3F •'•. •t o N6.7O592 1 Jun27,2018Q:; 5 STATE OF (y�� drawing no. AYOMD�: '• \�� t7 7 VENT TOP/BOTTOM CORNERS •• ••• • • •s • P"'�Aft ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .70592 3 un 27,2018rg` $ ATE OF (y'; drawing no. 11 8-48D 'COUNTY 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) www.miamidade.eov/economv ECO Windows Systems, LLC 9114 N. W.106a' Street, Medley, FL 33178 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 rigit'tb*4ave this product or material tested for quality assurance purposes. If this product or material failg to pbdorm i$19L? accepted manner, the manufacturer will incur the expense of such testing and the AHJ may imme$iate y revoke Zedify or • suspend the use of such product or material within their jurisdiction. RER reserve &e right to revoke this • acceptance, if it is determined by Miami -Dade County Product Control Section that this grp&ct or m;4Vrijl fails jd • • • ; meet the requirements of the applicable building code. • .... .... ..... This product is approved as described herein, and has been designed to comply with the NosidaBuildipg.�ode, • • : • •' including the High Velocity Hurricane Zone. .. .. .. : ...... DESCRIPTION: Series 700-3" Aluminum Sliding Glass Doors (3 & 4-Tracks) w/ >11emr'o$cements-L.M.I. ' • APPROVAL DOCUMENT: Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Mass LZo'dr , sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed aid sealed by 7awad • • • • Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal 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 Resistant Limitations: 1. See Design Pressures Vs glass types and panel sizes charts in sheet 1. Sill riser is integral part of the system. 2. See approved configurations in sheets 3 thru 5. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements, as limited per sheet 2. 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 renews #17-0712.01 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #15-0612.05 /#13-0912.02) 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 0.0 • 4) Large Missile Impact Test per FBC, TAS 2W -94. ' .. • •' • • • • . • 5) Cyclic Wind Pressure Loading per FBC, TA ,263l94 • • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2tJCy' 94 " along with marked -up drawings and installation diagrams of Alum sli4Glass dqq . ; • • • •; prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405AaWti 09/1'3121113 and..... last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P! fir.• • • • • • • • • % • • Note: The above referenced test report has an addendum letter dated Ff?B•1'0, 201471s4d by" Fenestration Testing Lab, Inc., signed by Ms. Iliana. Sanchez, test repcp Mkor. • .... % C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with6 BC�%gG f 5t' 0 • Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5t' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E.'L(�„.� Ishaq f Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E - 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals (spin-off from 2-track Sys) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, 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 .�0.�-94 3) Water Resistance Test, per FBC, TAS 202-9.4 •.... • ...... 4) Large Missile Impact Test per FBC, TAS 201-94 : • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS•205'94 • • • • • • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TAS = 94 : • • • • : along with marked -up drawings and installation diagrams of Alum sliding Qlass dtZ * * *.(,3- , .... tracks), prepared by Fenestration Testing Lab, Inc., Test Report No. FXLwW3 dated•02/08/1Wt:..' signed and sealed by Idalmis Ortega, P. E. .. .. .. . ...... C. CALCULATIONS • . . . . ...... 1. Anchor verification calculations and structural analysis, complying w4h.kBC-2017 (6th ;....; Edition), prepared by Al Farooq Corporation, dated 07/05/17, signeS•and sealdd b�'3avad' Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal # 16-1466 dated 03/04/17 approved by RER. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. noon . noon noon.. C. CALCULATIONS • .. n.. . .e noonoon 1. None. • . .. D. QUALITY ASSURANCE """ ' noon noon :Soo*: noon noon.. 1. Miami Dade Department of Regulatory and Economic Resources (R.�)' • noon noon. E. MATERIAL CERTIFICATIONS • "' •' "" ' •' •' 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, U; * * mer E I. DuPont • ,' • DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PYB'g13ss interla}er" e e e e : e noon.. (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19; • • • ; • • • • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Me. (fbrmerMX DuPont . . ones F. STATEMENTS (submitted under file #17-0712.01) 1. Statement letter of conformance to FBC 2017(6t' edition) prepared by AI-Farooq Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. 1. This NOA renews NOA # 17-0712.01, expiring 03/20/2024. �stom-. 1. u,'. Is aq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-3 DESIGN LOAD CAPACITY - PSF AVERAGE PANEL MDTH INCHES 000R FRAME HEIGHT'A', INCHES GLASS TYPES 'Al' GLASS TYPES 'H', 'H1' -.(+) INT.(-) EXr.(+) INT.(-) 30 36 42 48 54 a 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 1 53.3 71.1 53.3 71.1 30 36 42 48 54 84 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 53.3 71.1 30 36 42 48 54 9D 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 - - 30 36 42 48 54 96 60.0 80.0 60.0 90.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 1 60.0 80.0 53.3 71 A - - 30 36 42 48 98 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 30 36 42 48 102 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 3D 36 42 48 108 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 - - SERIES-700-3 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ISY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 3/16" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' L-3/16" HEAT STREN'D GLASS !I !! SILICONE DOW 899 1 o_ GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 3/16" HEAT STREN'D GLASS 090" Interloyer 1�Trosifo1 PVB I By 'kuraroy America. Inc.' r-3/16" HEAT STREN'D GLASS 1 Q\ / GLASS TYPE 'B'N�� 7/16" OVERALL LAM. GLASS 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS 090" Interlayer Sen! By F3/16"HEAT eSTREN'D GLASS i I I I 23 28 \ SILICONE DOW 899 I o \\ 29 /CARDINAL XL EDGE SPACEI ST. STEEL GLASS TYPE 'Al' 1" OVERALL INSUL LAM. GLASS 3/16" TEMP. CUSS 3/8" NR SPACE 3/16" HEAT STREN'D GLASS 090" Interlayer �� 3/16'America. HEATSTREN'D GLASS i C 23 v / j II II 28 \ SILICONE DOW 899 1 Q \ / \ \ 29 /CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'BI' 1" OVERALL INSUL LAM. GLASS GLAZING OPTIONS •• ••• • • • • • •• • •• •• ••• • • •• • • • ••• • • • •• Iz, s :, THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE• • • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GiIS�) • • • • • • • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z q•. O h F ? Onnnoq`g J N L� pO ao4x4x 0 .a oee sc� sZV)s a* F WW& a W ol d J O g J to N .oRQpIECI rIBN.€>tYfJtl.. "s4agHwhSUeiiMlit � z •.. �i BsidlHrarHCa•e +eaeww�� 15-122a.o& S N � W � F'Pi.da. Dqp" Z � N T 3 Isc- I.z�� LM 0 e11em1 ry•�S n Q 000 Z 3� N 3 z o 0 O0 N Lil HD M f 3 & 4 TRACKS S.G.D. WITH ALUM REINF. OPERABLE AND POCKET ':'JGENBF "••Yi i � "r � o � a T EOF.drawing ` no. v62 POCKET JAMB ANCHORS 5" MAX. SILL CORNERS DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125' INTERLOCK -ASTRAGAL - PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" 12" MAX. 4 TRACK � U' FRAME HEAD I 0 m r ` y W Cj h FRAMEC HEAD i IL it c t u a O QQ J J 06CF� e`1 Q; W lq sz� 5 3/6" 5 3/B" Q W� f TYP. TYR Se � o J N � cs WW F Ci z >! y N'o • 0 Jy < 3yMH m 3 TRACK 4 TRACK H WL.03 M FRAME JAMB FRAME ,JAMB 3 TRACK ►R0DUC19EXIIA00 FRAME SILL -fth e� $ lie Buidlm 2 Ea�pinNou Dane R,z70�i u Ct .•• ••• •• i i• • •i. 4 TRACK FRAME SILL G U n c pp • F TYPICALELEVATION • • J• • • • • • • 1111111f/ ' v xxxxx• • • • • • d • • • • i • • • (3 OR 4 TRACKS) _ ro ALTERNATE SIZE UNITS: • • • • • • • • • • • ' .!(/�� a MAX. FRAME AREA OF DOORS NOT TO E)tEEa • • • • • • • • • • • • r • • • T OF drawing no. • • • THE TESTED FRAME AREA OF 211.6 SO. FA FOR GLASS TYPES •A' & 'RI' • • • i! S ` W l 7-62 THE TESTED FRAME AREA OF 196 SO. FF. FOR GLASS TYPES 'B' & 'B1' ��S�oIAL1�"` sheet 2 of 13 • • • • • • • • • • • • • • • • •• • • • •• • • • • • • •• • •• DOOR FRAME WIDTH A C yD D E % C o- B XXXXXX (SHOWN) oxxxxx oxxxxo APPROVED CONFIGURATIONS NON —POCKETED DOORS THREE (3) TRACKS PXXX (SHOWN) XXXP DOOR FRAME WIDTH A I 1 a F E D F 8 �x� o Lgo s i l ��I I �a� I zap i s� .41 Z I IYu€ of K I PXX—XXP (SHOWN) L--- APPROV D CONFIGURATION POCKETED DOORS THREE (3) TRACKS NOTE: — 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. U o 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. p J W R z N ~ rii Nw 3rM 0 oM n ftODDCT tt6NE'W/�1 Be "n /f'nODUCP tieldth kelds bd=alni1 n S 000 3 t` }} Z n plying rith the F1846 Qutdiog Code c Aecepunee No �a') 21r)'o $ Aeoep•a W 7/ •D/ 6aPtre4elt D•le q! y s W ^ O O v F.Pi.eNa� Drn � 91 N V u1 .E J W 'Dw B, of � nrTmT __0094100 • •• i • • • k1T . • . • • • 000 • I I I I � I o I \1�1t1111111//// AN G o n a • �� I \?OE 8F• aoI R o 8 TE OF 9 ` •• • EXTERIORDOOR FRAME WIDTH (SE�j IO @p TABLFi • • • • c • • SEE MAX. AREA LIMMATIN HEET • • • • • • • • • drowing no. • • • • • • • • • ... �.� W 1 %-62 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 5 4 c DOOR FRAME WIDTH CAS C D D D D o- o- a B XXXXXX (SHOWN) OXXXXX oxxxxo KOMMa- NON—POCKETED DOORS FOUR (4) TRACK NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. ftoDUCI RM Ww I e°ogb'In[ wNh Q* rod& ��p•.t. No 1$-1270.0 E=M�ailw ••lo ...... •• •i i i i i i• mrdwy-bl-q • Cet.t • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• �py'V z q� O b IL o oil Ith 0 Ra p c 0 or. It V. ZW— QW J o a J n g J � W z w H to m �N 3 rM 0 oM n p OD ' 3 z o w 0 4� w O � H W 000m PIP 8 � OF :�i,�/drawing ` no. O►,. \ W17-62 DOOR FRAME WIDTH A ' I a w � I I rc Itaig o- a I L-�--- a� I PXXXX(SHOWN) I z'� XXXXP So L---' z. to 1 UO! I -- L-_ PXXX-XXXP (SHOWN) NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 4 — .k-- — 11 S SEE SHEETS 7 THRU 9. win C- with ale PIB>i6 4Ma•ee N. It-IZ4.0$ ----� EaWnNon pate P 110DW r REVISM BCat• a 0I --J with lie n-W, Iwl�in� •• ••• • •• a•ul _o Z•0/ • • • • • ••• • • • • ... . . . . ... . . sr np : 4:• �4ftV Z g� 0 1- q Icgo.S� oN go Rpm it ` 0g d�oa gyyp� �o iLZ�� J o M J J � 0 n " W z w 88 c N (n F aJ V7 �n O oM 0 Q i Z : "w' W ado m W � o i 1 drawing a no. W17-62 1BY OR 29Y WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING (SEE POCKET HOOK ANCHORS IN SHEET 9) - AT HEAD 1/4" DIfLL ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE 1/4" D A. ULTRACON BY CO (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED 1/4" D A. SELF DRILLING SCREWc (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L (STEEL — - -AT SILL - F1/4" 'ELCODL.UL��ON��CO' 0 DLA_ ULTRACON BY (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED L AT JAMBS- — �jf4" DA T ACON BY ICO' (Fu=177 KSI, Fy=155 KSI) /„� INTO 25Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS 1/4" DA. ULTRACON BY CO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS 1/4" DIA, SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — — J ANCHOR DI��CFR INTO CONCRETE = 1" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f m = 2000 PSI MIN. �RODUCI RE14bYV✓)p •• IdI.g r/� �p�i �'LM •1! Pisl�gt BuNLlO( �-�,ll! 4-go.." Ns-12Z6•D3 8apinno• mil1w,Li • • • • • • • i'l.° maw • • • • • • • • • • • 1111111I %tV%&fftsvffim b•.W" em -o7zc-ol = •• ••• • • _ • • •• • • • • • • NA llllloll • • • • • • • • • • • J J O w LM n 0 6- n oo 3 Z �, o N n w U Lf) w W Go m n 592 i OF Ing no. W 17-62 1BY OR 2BY WOOD BUCK FOR SPACING �r 1 v i o METAL A �g STRUCTURES 1/8" THK. r Z m 3 N - '• x (SEE SHEET 6) EDGE 3-1/8" 2 Q F Z Z ... EDGE.3't /8`' .. STAGGERED, l; :,.. n. .: �. DIST. STAGGERED i .I °a �s N Z � TYPICAL ANCHORS TYPICAL ANCHORS M 0 p Q SEE ELEVS. SEE ELEV. FOR SPACING FOR SPACING y Q,r m ___ _ _ _ _ _____ I rMIAMI—DADE CWNIY OWEMUWON yyp g I: SEE SEPARATE NoA I �I (SEE SHEET 6) Z� p7 II II m J n J m TYPICAL ANCHORS SEE ELEVS. y V) R AlmomcT ftgmgvw FOR SPACING = W &n �Pbint -NM the rimm ttutdWS Cade Es p Aafephaa No ��_r2ze.Q D E:pintion s_ rip Nip O 6 M 'FZ♦1•! LNM 4efay M o Q nD I L _Z 3 3-TRACKS SHOWN jSEE SHEET 10 FOR 4-TRACKS ANCHORS) N 0 N o a W Lo LLI JJ, WEEPHOLES: W1 = 1-1/2" LONG NOTCH AT EACH END. f'R09UCPREV W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS ualun whku.Plaldt W AND 36" O.C. Ny 17 0712.p( W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. D•x-y-:20}L� W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS u AND 36" O.C. 4 PILE PADS: LOAD BEARING SHIMS • • • • • • • • • • • • P1 = OPEN CELL FOAM• AT EACH WEEP HOLE•LOCATI&N • • J - .. 2 '� aOR ^o g POURED h HARDENED 1-1/16" LONG )r j/16" VCE •ILl 6: HIGH•: • c � STRENGTH NON K. NONMETMIIC Yc P2 = SELF ADHESIVE PJ-E SA; • • • • • • • • • • • • �`�Dt�Hl�� d� .FA 5000 PSI MIN. 1" X 3/8" X 1/4" HIGH ``'Q_,. V EN P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1" X 3/8" HIGH = P4 = OPEN CELL FOAM AT WTERLOCK. &.ASVA(jAL r • • • • 2" LONG X 1t- l/• • AI16" DE X 7f l6f HIGH • • • • • • • •• • • • •• • • % O '., A OF 6y � drawing no. ce. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING {' MAX. SHIM m EXTERIOR 1BY WOOD BUCK (SEE NOTE SHEET 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. TYPICAL ANCHORS 3—TRACKS SHOWN • • • • • • • • •• • •• • (SEE SHEET 10 FOR 4—TRACKS ANCHORS) ••• • • • • ••• • • • ••• •• •• • • • •• •• • • • ••• • • U �� W m O of 2 i a 0t9n v=Jq z� 0 og o 4 b i l fA 4cIL z ig t I J � o vv� J OPG. V) n co wui 'n z Of u N t(0 N e•a1 g C , Nt FI"'Itr M p 00M AacePhnce No I (Z I _ J ,'•, 4 I 3 z �; o HY flw w n O •T�flij �� , y W oo Lu L wtonucrRE�m u EN o n � ATE OF 'QV � drow"go no. ��Ss�DidRsl1,�� sheet 8 of 13 POCKET CAVITY NOT BY 'ECO WDW. NOT PART OF THIS NOA TO BE REVIEWED BY AHJ KN( STRIP ANCHORS 4" FROM ENDS D 14" O.C. HOOK STRIP ANCHORS: 014 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD 1/4" DI& ULTRACON BY 'ELCO' (Fu-177 KSI. Fy"155 KSI) THRU 1BY BUCKS INTO CONC. OR FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS DIRECTLY INTO CONIC. OR FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS HOOK STRIP ANCHORS 1./4" DLA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) AT 9' FROM ENDS INTO METAL STRUCTURES AND 14" O.C. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO CONCRETE OR BLOCKS = 1-1/4" MIN. (A) h90UCT atmnvm INTO WOOD STRUCTURE = I"— MIN. 5/8" MIN. (B) v—plyin with 1te 17.11M INTO METAL STRUCTURE = 3/4" MIN. •"1•Ln` C•dc 4eeephn« N. 2 'Oa WOOD AT JAMBS SG - 0.55 MIN. F•apinti"" �" l CONCRETE AT JAMBS fe — 3000 PSI MIN. �lL. •`�., J.-• •C-9% GROUT FILLED BLOCK AT JAMBS Vrn 2000 PSI MIN. • • • • • • • • 606 • • ````711111111 00 see GEN in wkh me nNia •• ••• �« 7-o / •Ol = :fir • • • _ • • �� • i i ATE OF ••• • • • • ••• • • • • • • • • • •i• 0•• • • • •• •• o J « ..J cn WW Fr z W O Z 'a ao I S 3L 3ZLo O C-4 'S N W 0000 m k T •� n a X 5 5 drawing no. W17-62 18Y OR 2BY WOOD BUCK METAL ' (SEE NOTE SHEET 1) STRUCTURES �LL. I/8" THK. a (SEE SHEET 6) E ST : •"Aq� z X E E ISISf. 3� .1/8 z X ` EDGE DIST. STAGC/EKED Z °� ` 'cg{n ,STAGGEREb: I . i • p !3 8 i 0 R m c \� \� M!� = TYPICAL ANCHORS TYPICAL ANCHORS p SEE ELEVS. SEE ELEVS. 0 1�y TYPICAL ANCHORS IA FOR SPACING FOR SPACING cr p O SEE ELEVS. P a c o FOR SPACING r-====__ _ _____________ --- ______�� OTYPICAL ANCHORS B SEE ELEVS. t FOR SPACING O ,•EDGE GIST CONCRETE M• i� 3 KSI MIN. Ij MIA I-DADEESEPARCONOA AP�•D MULLIONSEE 'I (SEE SHEET 6) L ZZZ� 11 11'--------- ------- -----------J1 Q $�o{�j 7S7 W W i F � o J n 25 J TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING FOR SPACING FOR SPACING c� W R W1... © 1/4" MAX. SHIMS 1/4• MAX. u SHIMS w 5 1/4• MAX. SHIMS z y ]n tj w N U) - 3 tM 0 W e W M 000 n w _ W W W W w ►RODUCT ItBNE1<y1� n n rn n Ci n 'K Code *dIna 4aegoaa No (S'ILZO o E-pimioe DNe t1 0� J." y D d. •° 0 28Y W OD BUCK OR w w woo STRUCTURE SEE OTE SHEET 1 � • • • • • A '. p o C 1/4' MAX. I EXT. L • • • • • • OCT. • • • • • • • •EXT• 1BY WOOD BUCK • • • • • • • • • • • • EXT. 1111111111/1/�� u o 0 < SHIM (SEE NOTE SHEET 1) • • • • Ri-N • • • -' • • u � • • • �``� J�.'%(y ��i ��'Q;.••'V�,� _ •e � - I GEAI -A � o •..• .. ,...,, RsNr•WDne /t_�7a/111.OI � .7 • • • • • • • • • • a•TRACjC'FR�MES �: :•: TE OF 6V�� drawing %�c`S,S W17-62 a no. .R1Oa'�� ` ��Y �Ojy/S`, ANCHOR LOCATIONS 1`` Y�//1111111111 sheet 10 of 13 • • • • • • • • • • • • ••• • • • ••• • • ITEM / PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1A E723 1 FRAME HEAD (3 TRACK) 6005-T5 - 1B E720 1 FRAME HEAD (4 TRACK) 6005-T5 - 2A E724 1 FRAME SILL (3 TRACK) 6005-T5 2B C721 1 FRAME SILL (4 TRACK) 6005-T5 3A E725 2 FRAME JAMB (3 TRACK) 6063-76 - 3B E722 2 FRAME JAMB (4 TRACK) 6063-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 5 E705 AS ROD. PANEL LOCK SOLE 6063-T6 - 6 E706 AS READ. PANEL OUTER INTERLOCK 6063-T6 - 7 E707 AS REDD. PANEL INNER INTERLOCK 6063-T6 - 8 E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 - 9 E709 AS READ. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS READ. GLAZING BEAD 7/16' LAMINATED GLASS 6063-T6 - 11 E711 AS READ. GLAZING BEAD 1' INSULATED GLASS 6063-T6 - 14 E714 AS READ. 2-3/4- SILL RISER 6083-T6 - 15 E715 AS REQD. FIXED PANEL CUP (CONTINUOUS) 6063-T6 - 16 E729 AS READ. HOOK STRIP 6063-T6 - 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - 18 /10 X 3/4' HWH SMS AS READ. FRAME ASSY. SCREWS ST. STEEL - 18A #10 X 1' FH SMS AS READ. PANEL ASSY. SCREWS ST. STEEL - 19 /8 X 1/2' PH SMS 2/CUP FIXED PANEL CUP SCREWS ST. STEEL AT 3' FROM ENDS & 16' O.C. 20 #10 X 1-1/4' PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REQD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB. DUROMETER 65*5 24 PR03-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK (1/2" MTG. SPACER REQD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - 26 /8 X 1/2' PH SMS 2/CUP I FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS RED]).3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 28 - AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 29 - AS REQD. SETTING BLOCKS AT 1/4 POINTS EPOM I DUROMETER 80±5 SHORE A SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. •• ••• • • • • • •• • • • • • • • • • s • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • •• •• ••• • o J � W R 25 ~ w 8 3tn N O5r) n � Z3� l7t�0UCf RENa`RIYBI rj $ z }} n am[" C d. A"me+trntNo 11• FIMI•►' WI w N J E3}ndaea" L F +1 pros�UC1fREVOW 07f ftm s,rWRYAe F%d& �` •ClCM� �',•'GEN i r en o .yy A 1 N W — h ®°�' TE OFIIr drawing o no. 6.518 � 8.716 I 1.121 9 1.996 . I 1312 I 1.312078 .078 F-1]L 1.9981I 1.1.998-�998-F-1.998-d FRAME HEAD (3 TRACK) 18 FRAME HEAD (4 j�1.998-1 1.998-1 [-2.067--�{ rl.998;[-1.99181-1 1.996-may r2.0671.139 II�21.139 ILI1.022 078 .78 6.808 9.006 O FRAME SILL U FRAME JAMB (3 TRACK) -11.078 F 2.428 .094 632 3.172 16 HOOK STRIP 3B FRAME JAMB (4 T .210 j�- .068 2.687 1.047 14 2-3/4" SILL RISER FRAME SILL (4 TRACK) .130I r .91 v,045 08F2 j 1.252 L t0 GLAZING BEAD 1' INSUL LAM. GLASS .892� .937 .050 062 1.021 0 I � d 1252 L 11 GLAZING BEAD 7/16' LAM. GLASS 3.562 .078 1.823 1.647 .094 2.625 O PANEL LOCK STILE 3.562 I /�._ lJ .125 O A. r 2.104 .078 1.647 f A. i^ 2.625 PANEL INNER INTERLOCK (� n a� m 3.562 0 c c 7TI--- IL z • 1.647078 t'F 2.1104 Q - 1 . J OO PANEL TOP k BOTTOM RAIL O PANEL OUTER INTERLOCK 915 2.248 ' 125 357 �I��1 7 .149 .062 J 1 1. 1 � .078 -i 1.540 .125 is FIX. PANEL CUP 17 INTERLOCK STIFFENER 3. 3.437 078 1.823 � 1.647 2.500 •• O • � • •PAyE%fEfF'•yASrGAL oRODt1C1►d�yy� • • • • • • • • a eoinpdLug wNy f!e fbrlQp fioMln Code 44<elwana N• 8'1 Z10• D� NEYMM ye w Expintl. By •0mg y � l .. ..•may^' sFMn4• D!e •_!.: _ att V fMtdr • ••• • • • • ••• • • • • • • • • • • • • PANEL MALE ASTRAGAL i � c o$ J w " J m 5 W 8 (_ N t0 O o M1 u� n 0 a0 1 0 cal 3 oin W W "Lj J i o ®' OF.drawing no. \3+n'•oFLsoP_�G�� W17-62 ME 3 TRACK FRAMES BOTTOM CORNER I 4 TRACK FRAMES TOP CORNER Pbbt wuk 4k row aam,.a Cede Accephnee N._It- I -,� Cipindw Datc, dftnQt2 my t i4— �.... Mind D ie PANEL TOP/BOTTOM CORNER ,9 e • • • •• • • • • • •• • ••• •• • • • • ••• • • 4 TRACK FRAMES BOTTOM CORNER ••• • • • • ••• • • • • • • • •• • • •• • • • • • • • •• •• ••• • • • ••• • • U� Z�; C q d � a 6 n`c 8 =ypm O (4 0 1 az Qa�a s � J n S J IN S N W z N of s 1O = 3 Ln O oM o pro I 0 of D O� W 'o Mk F R>rYlgm N w•! t4 PbrW GEN % n 0 � I e OF�� drawing < no.