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WS-06-23-1654Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-06-23-1654 Permit Type: Windows/Shutters Work Classification: Window/Door Replacement Permit Status: Approved Issue Date:07/1012023 I Expiration: 01/10/2024 Location Address Parcel Number 560 NW 112TH ST, Miami Shores, FL 33168 1121360210630 Contacts LYNNETTE ANTIA Owner HAMMOCK GENERAL CONSTRUCTION, Contractor 560 NE 112 ST, MIAMI SHORES, FL 33168 INC. DBA NEPTUNE IMPACT WINDOWS Mobile: 3053369525 cd1119@gmail.com JASON HAMMOCK 17850 SW 70 PL, FORT LAUDERDALE, FL 33331 Business: 3052985150 jason@neptuneimpactwindows.com Other: 3052985150 Description: WINDOWS (11) +DOORS (3) REPLACED TO IMPACT Valuation: $ 26,261.47 Inspection Requests: '�; 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $16.20 DBPR Fee $4.05 DCA Fee $2.70 Education Surcharge $8.10 Scanning Fee $18.00 Technology Fee $27.00 Windows/Shutters Fee 5220.00 Total: $346.05 Payments Date Paid Amt Paid Total Fees $346.05 Check # 3917 07/10/2023 $296.05 Check # 3904 06/30/2023 $50.00 Amount Due: $0.00 Building Department Copy 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. VO4k CaDY 5Nr-1E0 '1/la/Z3 Authorized Signature: Owner / Applicant / Contractor / Agent Date July 10, 2023 Page 2 of 2 Miami Shores Village Building Department 100S0 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756.8972 INSPECTION LINE PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION QBUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING ❑ MECHANICAL ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 560 NW 112 ST Master Permit Sub Permit No. �.., 4ozu23 BY: FBC 2020 - -74 \ WS- Olo - Z3 -16S(-I ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION [:]SHOP DRAWINGS City: Miami Shores County: Miami Dade zip: 33168 Follo/Parcel#: 11-2136-021-0630 Is the Building Historically Designated: Yes NO Occupancy Type: Load; Construction Type; Flood Zone; BFE: FFE; OWNER: Name (Fee Simple Titleholder): LYNN ETTE ANTIA Phone#:(786)316-9116 Addr;«.560 NW 112 ST City; MIAMI SHORES State: FL Zlp: 33168 Tenant/Lessee Name: Phone#: Email: cd1119@gmail.com CONTRACTOR: Company Name: NEPTUNE IMPACT WINDOWS Phone#: 954-802-9003 Address: 10408 W ST RD 84, #104. DAVIE, FL. 33324 Finaii• JASON@NEPTUNEIMPACTWINDOWS.COM Qualifier Name: JASON HAMMOCK Phone#: State Certiflcatlon or Registratlon #: CGC1522077 Certificate of Competency it: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State:_Zlp: Value of Work for this Permit: $$26,261.47 Square/Linear Footage of Work: Type of Work: ❑ Addition X Alteration ❑ New ❑ Repalr/Replace ❑ Demolition oascription of work WINDOWS(11)+DOORS(3)REPLACEDTOIMPACT Specify color of color thru tile: Submittal Fee $ 0 v ' L70 Permit Fee $ Z2� • CCF $ 1 &. 2-0 CO/CC $ Scanning Fee $ «i DCA Fee $ DBPR $ Ci •�-� Notary $ Technology Fee $ Z-7• 00 Training/Education Fee $ (0 Double Fee $ Structural Reviews $ P&Z Review $ Bond $ �7 TOTAL FEE NOW DUE $ Z-C /o OS (Revised04/05/2022) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in goad faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature _44nz - N--1- OWNER or AGENT The foregoing instrument was acknowledged before me this Jr Th day of rvl 24 .20 by ftli Q who is eersonallv known to me or who has produced Signature CONTRACTOR The foregoing instrument was acknowledged before me this 6' day o 20 . by C-�Jvt �^'o a '�, who is personally known to V- as me or who has produced Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: SigSign: ' Print: Y1 r C4 Print: CCk u.4,J I ''Ai P&'`, Seal: ,� "+"� . Edward Pidermaim Seal ! sk INDRA BELTRAN ++++ ' '� Notary Public • State of Florida �a4`• ..... r Comm.: HH 351336 Commission -~ GG 331546 �' My Comm. Expires May 7, 2o23 �� Expires: January 19, 2027 Bonded through National Notary Assn. APPROVED BY Plans Examiner Structural Review as Zoning Clerk (Revlsed04/05/2022) Miami Shores Village - BUILDING DEPARTMENT 10050 NE 2 Ave Miami Shores, FL 33138 305-795-2204 www.msvfl.qov Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection is for the verification of conformance with Product Approval (NOA). Acknowledgement: 'j, — I -" L� Qua ' ier/Owner Signature Date Print Name For Forms and Applications click here: http://bidg.miamishoresvillage.com/WebLink/Browse aspx?id=118080&dbid=0&repo=Mia miShoresVillage Rov01282021 Windows Doors Shutter Checklist Page 2 of 2 Y - 10408 W ST RD 84 UNIT 104 IMPACT WINDOWS DAVIE, FL33324 954-802-9003 ME: l;6►� CONTACT: le 9RESS: EJ�pb,. NW 2 S7— CITY: zf�ili/� �ir��na`� '7 1 JUN 0 2OZ3 BY: (r O I I - F j Z 1� Q CITY COPY Miami Shores o es Village Budding Department Zoning Dept Date Budding -Dept Date Subject to compliance with all a eral, -. State and County rules and regulations: Permit# W 5:- -23, f �s-q JUIV g 0 2023 By: - Window and Door Design Form m®® Design•• , • NEGW� KUM R_PCE A v� JUN 3 0 2023 BY. - Miami -Dade County Wind Load Chart for Openings Based on ASCE 7-16 for Detached One- and Two -Family Dwellings and Multiple Single -Family Dwellings (Townhouses) with a mean roof height <- 30 feet 175 mph (3-second gust) /Exposure C/ Kd=.85, / Pressures in PSF / ASD These tables are to be used only for one- and two-family detached dwellings and multiple single-family dwellings (townhouses) with a mean roof height of 30 feet or less. They are to be used for replacement windows. These tables can be used for French doors, sliding glass doors, solid doors, and for sectional (overhead) garage doors. They may not be used for roll -up doors due to catenary forces acting on the supports that must be checked. The pressures are provided in pounds per square foot (psf) for allowable stress design (ASD). A positive (+) pressure acts towards the structure; negative pressure (-) acts away from the structure (suction). The width of zone 5 is the 'a' distance; it is either 10% of the least horizontal dimension of the structure - or - 0.4 times the mean roof height, but not less than 4% of the least horizontal distance -or- 3 feet. It is measured from the corner of the structure. Note that 3-feet is not the default value, it is the minimum width. To determine the least horizontal dimension, inscribe a box around the entire structure and use the smallest dimension of the resulting rectangle. Windows The effective wind area of a window is based o1rthe-size of a single pane of glass. Likewise, a sliding glass door or French door would use the size of one of the leaves, not the size of the opeping. / Garage Doors The wind area of a sectional door is based on the size of a single panel, usually no more than 24" deep, and the width of the door. Dual Pressure Zones A common placement for a garage door is near a corner of a residence, which would put a portion of the door in zone 5, leaving the remainder in zone 4. You can select the door based on the zone 5 pressure, or you may use a weighted average. For example, if you have a 10-ft wide door and 2-ft are in zone 5, the zone 5 suction is -50 and the zone 4 suction is -42: ((2 x 50) + (10-2) x 42))/ 10 = (100 + 336)/10 = 436/10 = -43.6 psf. (Round up to -44 psf) If a window is placed in zone 4 and zone 5, use the zone 5 pressure. Aoff (ft2) 15 ft Mean Roof Height 20 ft Mean Roof Height 25 ft Mean Roof height 30 ft Mean Roof Height Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 10 40 43 40 54 43 46 43 57 45 48 45 60 46 50 46 62 20 38 42 38 50 41 44 41 53 43 46 43 56 44 48 44 58 5o 36 39 36 45 38 42 38 48 40 44 40 50 42 45 42 52 100 34 37 34 42 36 40 36 44 38 42 38 46 39 43 39 48 500 30 33 30 33 32 35 32 35 33 37 33 37 35 38 35 38 Wind analysis per MecaWind Pro V2335 MI® D JUN 3 0 2023 MIAMI- ADE COUNTY PRO $ OL SECTTON 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/buildine E.S. Windows, LLC 3550 NW 49" Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1500" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 and 7, dated 07/31/03, with revision I dated 11/12/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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, Barranquilla, Colombia, 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 No. 17-1114.10 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. MIAMIEu 1 COUNTY NOA No. 20-1208.09 � • , , Expiration Date: November 06, 2023 Approval Date: February 18, 2021 T219121 Page 1 E.S. 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. 13-0910.01) 2. Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision H dated 09/27/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.10) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 08-0417.06) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 06-0308.05) 3. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, FTL-3819 and FTL-3808, dated 05/16/03, 06/09/03 and 05/14/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.01) Manuel Perez, PX Product Control Exandfti NOA No. 20.1 08.09 Expiration Date: November 0 , 3 Approval Date: February 18, 2021 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA 's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, and with FBC 5th Edition (2014), dated 09/ 10/ 14 and 02/09/ 15, and updated on 09/27/17 to comply with FBC 611 Edition (2017), prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.10) 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. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. Manuel Perez, P.E. Product Control Exaprmr NOA No. 20-1 08.09 Expiration Date: November 06, Se3 Approval Date: February 18, 2021 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying to FBC 511 Edition (2014) and FBC 6t1 Edition (2017) and of no financial interest dated September 27, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114. 10) 2. Distributor Agreement, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro. (Submitted under NOA No. 12-0223.41) 3. Laboratory compliance letter for Test Report No. FTL-6236, issued by Fenestration Testing Laboratory, Inc., dated 06/15/10, signed and sealed by Jorge A. Causo, P.E. (Submitted under NOA No. 12-0223.41) 4. Proposal No. 09-1583 issued by Product Control, dated 11/23/09, signed by Jaime D. Gascon, P.E. (Submitted under NOA No. 08-0417.06) 5. Laboratory compliance letter for Test Report No. FTL-5339, issued by Fenestration Testing Laboratory, Inc., dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No.08-0417.06) 6. Laboratory compliance letter for Test Report No. FTL-5054, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under NOA No.06-0308.05) 7. Laboratory compliance letter for Test Reports No. FTL-3810, FTL-3819 and FTL- 3808, issued by Fenestration Testing Laboratory, Inc., dated 05/16/03, 06/09/03 and 05/14/03, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0910.01) G. OTHERS 1. Notice of Acceptance No. 14-0923.08, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window — L.M.I., approved on 02/12/15 and expiring on 11 /06/18. Manuel Pirez, P.E. Product Control Exa)mmr NOA No. 20-1 08.09 Expiration Date: November 06, 3 Approval Date: February 18, 2021 E-3 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W03-57, titled "Series-1500 Aluminum Fixed Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/31/03, with revision I dated 11/12/20, prepared by Al- Farooq Corporation, signed and sealed by Jalal Farooq, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, FBC 51h Edition (2014) and FBC 61h Edition (2017), dated 09/10/14, 02/09/15 and 09/27/17, and updated on 11/16/20 to comply with FBC 7th Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), with FBC 7' Edition (2020), and of no financial interest, dated November 16, 2020, issued by Al- Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1114.10, issued to ES Windows, LLC, for their Series "1500" Aluminum Fixed Window — L.M.I., approved on 02/01/18 and expiring on 11 /06/23. Manuel Perez, P.E. Product Control Ex n r NOA No. 20-1 08.09 Expiration Date: November 06, 3 Approval Date: February 18, 2021 E-4 WINDOW WINDOW WIDTH WIDTH r "� -1 t- 5LOr z -WINDOW WIDTH_, WINDOW WIDTH �I 3LL —;; 1 I I I � D I I �i � I I I I __ J WINDOW 1 1 WINDOW WIDTH WINDOW WIDTH.., 'I JI I I J:! WINDOW/ WIDTH WINDOW WIDTH WINDOW WIDTH 3j_ 3 #L 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. SERIES-1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI-DADE COUNTY APPR'O WINDOWS USING MWMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. fi' MAX 12- MAX FROM ENDS A� HEAD/slu (SUS MAY BE C. ;I 11 `I 11 �1 II -1 II II '' i 40 z II It i It 1 t! tl !I ;1 tl 'I it I! I' B 44 3/8'' i -` D.L. OPG. �O 41i' II THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH 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 2017/2020 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 DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. WINDOW WIDTH TYPICAL ELEVATZONL O MUNnNS ACE APPLIED) USED THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 1LSHUTTERS ARE NOT REQUIRED. PRODUCT REVISED ;ail li i 1� as comp ng with the Florida ��► �ij Buitdtng o ,a �� .�, F� NOA-No. 20-1208.09 Z• I.�!. .... Ex !ration Data* 6/2023 ,% By: �= No p1223 _ Min ado Produ trol EEC 0 1202d `�tflNAL . ro , 0 N a F h ZZ �g A 8 08 0 Cy 0 Ica 1zz 14 Lill - J crowing no. W03-57 LS—EOM oZ,''� •ou 6ulmtup f: •. Q T7 = ROt I 0 330 �► 1w4tMAbMImid opv wvjw :LIEU ,�• i : SZOZ19016 •94co uolmi x3 b�'�� •��C```� so'8oZ6'oZ 60"ON upNoLp& C9ZI1*nG02ld —� 19 of0 � N mrn .. p1/1; N cn W 0 �0 X rn pz u 8 m N � r ! Pw Ia °yo90 oA cq 0 gum foRIO z0 .ate Z 1-4 IM I .33, MAI SSV70 / \ S 3dv1 ►IVoi J 3NS3HQV S6L 11SM00 3NOOMS SSir10 'O.N31l1S 1V3H .""I ..aul 'ouuauiV Fososn+l. As am plizal -ADpolul .060' SSY10 'O,NU S 1V3H .Z£/S '133HS SIHI NO NMOHS S3dJLL SSY13 llb RLIM 03Sn 38 NVO dO1S 9NIZM 38VnOS SSV'19 *wri „91/L SSV'10 „9i/9 a i I V 9 + z I ao z £86/S6L IISMOo £96/S6L lISM00_+ 3No9nIS MOM .13. 3du Ssno j " I 0U.M m 3dV1 hVW } r Il 2 3AIS3NOV v 96L 11SM00 3NOOn15 t SSVlO 'O. M1S 1V3H .91/£ 1 `' .•aul 'oopou+V daosn3l AS 1 am 1o11sa1--� JoAoya;ul .060• SSY10 '0,N3M1S 03H .9t/£ .18. 3d a SSV79 S a 3dV1 11V0! 3NS3HOV S6L 11SAM ,` I 3NOOMS SSV'10 'NNV .•aul roauou+V +toiolMl. A0 1, w Io11soi1 JDADI lul .060' SSM INNV .91/£ ,0. 3d1LL SSV'i9 3dV1 VIVOVJ\/ 3NS3H0V 1/- S6L 11SM00 3NOOMS SSV 10 'O,N3HlS 1V3H .91/£ ___1 .•aul 'oouowv AwcunN. As solylrlues — JOADlialul .060' SSV10 'O,H3MLS lV3H .9t/£ A 3d+l.L SSTM S 3dVl:COVJ ,UW 3ALS3NO S6L 115M00 3NOOnIS SSM 'NNW .9 L/£ aul 'oauoury AwojnH. As soly(nuaS laftuotul .060' SSY10 'NNV .9L/£ - N o! ;41 S I�I { u olid0 a 3dVl MV0J 9 E 3NS3HOV Nm z S6L 11SM00 MOMS SSM 'NNV .9/L aul 'Cop" Awckjnm. As BAd drawl 1o6ouolul .060' SSV1O 'NNV .9/1•• ♦ lA (.1 N a G7 ♦♦ U W N W N a� O• Q• J. � 4 U N p� C7 N O. C t O O♦ {� ♦ t �iI 1■■ N al N C♦ CD a N�� U U N a O I. N O� O J. m O♦ N■ �+ 4 4 N N Q� O� O p, U� �� 4 4 N o t N O■ G A O �� J d p� O 4 W O ► ■ 0�.°'ifo 0 0 11 0 ojo 0 o I I. v o,o•o 0 I. 0 o o o , b b I• o�o it o 0 0 o�olblo�b a b�blb�b b olD v'� _f s 1 I b � Io ojL+!b O� 0 0 0 b b 1 blb!b OiOIO�O b!b it b b;b�b blb o v I I I Oi0 D 1 iCiO� V I 11 IO iOIC 1 VJ O O C I I I V I J I Oi0�0 jCI0,0 V I I 1 �t �0100�0 C'C�'O I I Oi0;0 OIIO�;G O O C O O 0 G O�C 0 0 O 0 0 OIO C O�O,'O g 0 O O 01014 bib 0 C�C V O OHO C OIO � { 11"c oo1gII�Iofo o,ol,$I`�'a � � � � � a a o PIP , b'o 0 0 o b I o;bb Io bEolo I I b+blo t D o c o olb,b I o 0 0 I 0 o b o blb (l V V O,O V I V V�1 0 0 0 V V 0 0 I V I J 0 0 V V 0 0 I V i J O;O I I I V VIV V 0 0-O°O O� IO N 0' NIp ! V : V i V O(( O I V VIV O 0 U O 0 A N J V 0 0 IC�C V V 0 0 �C iO V V V 0 0 0 J I V OIO I V ;VIV Pic V 10 0 J V 0 0 V V 0 O G V I J OIOIOIOIO CIG V I C} O C C C G G O .191P C 0 O�O OiOIG `C `iC G NIO�GfC O C�G C�Id C O G�G iOIOG G �! O C C OIC ri O�G O#O{O O CIDIb',b IO pp'D D'b•.D b��,D,C D b p�p DI+ID,D D�b D.b bib iC�D;D G G.D D O bI0!D,O.D pv Nfp 111 � I II s0s� oNm Z0 aIn '-•1 �m rn N W Z O I __ � to W rn IS In C)rna Big v I L _ \` T O A p W a F'__"I Pic I F� <Q \• 8Ljj_ 3 m m amay n :S x O$a� o Pm0C0 co s a�to �Q< A oy _a» Na �v ^' a W 0 tiI11+I/' �: \ S. '. ........ ��' \i 0 dutKM07-31-IWI3 SERIES-1500 ALUMINUM FIXED WINDOW (L.N.I.)n, AL-FAROOQ CORPORATIONa ENGtNEERs & PRODucr DEVELOPMENra .�,a: E.S. WINDOWS• L1C eaeo suNSEr DRIVE, surrE 2ZG 3550 N.W. 49 STREET =MI, FLORIDA 33173 (C.A.N. 3538) ', C1 t0. dY MIAMI. FL 33142 TEL. (305) 26443100 FAX. (sots) 2a emP d+k tTEL (305) 638-5151 FAX. (W5) 638-5158 - 1- - -- -I�- -- _ __ - -—COA1P-Akl\K'03-57ESiY, P- m G O o z d N 0 O PI C � •� n 0 �� 1 1 1 1 N I I O I I I O 0o O I I O O O ovD:� m� v 1 1 l o 0 o l I 0 c IOU O O V V V V O O O O O O O O O O O O C O O O v ri O C O C C i O O C� {N.1 ONi �D !/ ON■ 10 � pNi �O U ONi ■O m O (.■ ONi 10 m N Oi W pN m N 10 m O N O O) N O1 O N a ky m � e VIV ! 11110VQ 1 1 Q7 0 0 revisions: 0 date cscnD ion �_ 00.22.1< NO cIwIDE THIS SHEET _ G 01.]0.1'� REV. PER RCR f04iLtEMS N oa.27.1i -..... uPOATEo To 2017 iHC i 11.1220 _ UPDATED i0 2020 FOC TYPICAL ANCHORS SEE Ell FOR SPACING 18Y ! WOOD BUCK n .� • EDGE 0151'.•-J.� • • d a ♦ • _ tI. • 44 • • O 1 2 � N II 51 OPTION& Ii I i I c 35 W 1 3� G ^� 4 i ' • 4 I 'TYPICAL ANCHORS SEE • ^ I 8 'IIII FOR SPICING " EDGE DIST. 1"l TYPICAL ANCHORS .% Z m AI F-------------------- r-------------------� METAL IIMNMI-DADE COUNTY APPROVED II O y a �� H I MULLION do MULLION ANCHORS -STRUCTURE i SEE SEPARATE NOA I; G a 3I DIST. HEDGE DIST. �, i i d` I U -- ---- fo! — ---- i` --------- v n OR 9 I �ggI n. C A ,` STYPICAL EEANCHORS ELIlOcc FOR z SPACING TYPICAL SEE q�VANCHORs FOR SPACING j IL z w R $ F TYPICAL ANCHORS SEE C!" FOR SPACING TYPICAL ANCHORS: SEE ELEv. FOR SPACING a m 5 1 W�4" QA. ULTRACON+ BY 'OEWALT' (Ill KSI, Fy-14B KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' ------- ---' _1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. I -1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMB THRU � i SEALANT: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ^ 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ALL JOINTS AND FRAME CONNECTIONS SEALED WITH DIRECTLY INTO CONCRETE OR BLOCKS WHITE/ALUM COLOR SILICONE. 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) El J t, 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) ; -' 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) z ! cl INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O "Mo M (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE c Z m ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. Mil (Fy - 36 KSI MIN.) I p (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) yy N WM� ' 112 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) ^ I = STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED 0 ( ) - ot`oqq o a `tj U GIs a' kg' INTO CONCRETE AND MASONRY - 2-1/2" MIN. "g � 5 s INTO WOOD STRUCTURE a 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. HEAD. SILL OR JAMBS SG • 0.55 MIN. CONCRETE AT C-90 HOLLOW FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. PRODUCT �EVRED as c implying with the Florlda ``1111111111/ j� r--� Building Code �� • bs�•.. NOA-No. zM1208.09 .��'@v. cEN � {�n Exlg.Iration Date• 1 06l20xa �\ NO,81223 M aen pad_ Prods r_i e T's OEC 0 1Q��1 ' �j�t - S �p 87111E bF' lV� d�wing� n�. W01 3-571 �Y@Y WOOD BUCK �1 O CTURE EDGE _ z a u 1' z O X 1 EE r t��1 z ' l vEDGE DIST� V f f+ lE• amI A at 9 a"C W �1 z ON -0 � � OaoO ama o C C 03 C) �9 M� fA FA- a'a N Co cv t'... W V7 o d 21.8 mz L(�Aljs aaa: 07-31-03 revisions: SERIES-i5fl0 ALUMINUM FlXED WINDOW (l M.l.) A4FAR00Q CORPORATION a .Cal.by i ENGINEERS & PRODUCT DEVELOPMENT 1/2• - /• , E.S. WINDOWS. LLC 9380 SUNSET DRNE, SURE 220 TAR9O 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 (C.A.N.,r11_TELAA(305 638 5151 FAX. (305) 638-5158 (306) 484 Bi00 Fwx (306) 484 8976A Y' COMP-ANL\W03 57ESW', AO date c I/1• v ♦ I� � _ V x � 0 N I X N ±� I t •iiV + >� N fpA pp � C�1 n X a x 4 � C 1 N r O EO'O iVAI � � •d ' E ' ESCII UPDATED TO 201a iBC I o0.22.1a c ol.so.ls Ho cl►�HCE ryas sNEE7 H OP.t7.17 UPDATED TO i017 IDC i 11.1?.IO UPDATED TO 2020 IBC .821 .062 .700 1.000 - 5 .500 813 h I+1.134- O FRAME 147 r* +I—L062I --I .837 L 2 GLAZING STOP (OPTIONAL) 733 T � —� .577 .537 .045-1 L .888 J FRAME COVER (OPTIONAL) 224 543 68 .250 .115 �- O 6.1 GLAZING WEDGE (OPTIONAL) SCALE 1:1 -- 2.190 062 77} 0 .500 2.268 i O FLUSH FRAME ADAPTER --1.788 0.142 .125 O ALUM CORNER LOCK (6063-75) TYPICAL. ANCHORS + ! TYPICAL ANCHORS SEE ELEVS. FORLSPACING'. SEE ELEV. FOR SPACING 329 METAL f r -----------------� jI MIAMI-DAOE COUNTY APPROVED I1 MUUlON k MULLION ANCHORS I I I � M' Z 41l • Ed Ed STRUCTURE SEE SEPARATE NOAp803050 .• II Ed. I 837 !— 1 i------ - - _ - ---- Q �. Q v1 I A i 07 0) a SQUARE GLAZING STOP O Qr 0 01 I .203 ALT. TYPICAL ANCHORS �► z c w ' I T— SEE ELEV. FOR SPACING {�, Z al -= o 81 E` .803 .050 ,j a .837 I- 281 SQUARE GLAZING STOP o z 1 /4" MAX.. ALT. SHIMS �W •4a:dud f�4- N e 0 N 3z • a• � N t II a� ♦ _ Mg �f ' AL ANCHORS a • SERE ELEV. FOR SPACING �51 n W � ALT. I v I- - TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME DAB PTER PRODUCT REVISED y as eomplying with tho Florida Buttding Dodo FA NOA-No. 20-1208.09 �```��•v''i�•� $ Ex !ration Date• 1/0812023 M a111 ado ProducXYC trot t- 3 • • = DEC 0 2wx•!y /� drawing no. .,';;••.!�tosn�W03-57 11 � 11A_ • r ° A �c N Q �pZ sq � z /'\ I ° m / c: VIA 0 >f-" i ��cx M=N x 3 m In Z m �► 'Q x DaoO am3C wcm-'l C �IL O 3 aC) N M o mra �. » N O "Q w to // 111111111j� — — '. I ir 51 a Qa1•: o7-sl-os SERIES-1500 ALUMINUM FIXED WINDOW (LM.1.) AL-FAROOQ CORPORATION lif7 EN GINiEERS & PRODUCT DEVELOPMEMTL4 .cw.: 1/2• - r E.S. WINDOWS• LLC g360 surlsET DRIVE, sutTE 2so c W 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 (C.A.N. 3538) C' °r' �' TARW �MtIAMI, FL. 33142 TWA- (305) 2644 UW FAX (305) 262-6978 +, V V oo ehk by -" TEl. (3W) 638-5151 FAX. (305) 638-5158 --" — _..._. _- __- COMP-AN[L\W03-57ESW' (revisions: no date escn ion F OB-22./ NO CWUtG£ TXS SHEET G 01.30.13 REV. PER RER COoe�pTS �. N 09.27.17 UPOY11E0 TO 2017 FBC i 11.12- UPOAiEO TO 2020 FBC R—t-41 c14h;I V it D JUN 3 0 20L) MI®DADE MIAMI-DADE COUNTY BY: 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) �� ' l:c✓ -1 ltrvwmtamidade.eov/economy E.S. Windows, LLC 3550 N. W. 491h Street Miami, FL 33142 AP SCOPE: -... , This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51 Rev N, titled "Series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06/10/2004 and last revised on 01/11/2021, signed and sealed by Jalal Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. Lower Design Pressures (DP) of Doors, sidelites, hardware, glass and threshold (sill) options shall control. 2. See sheets 1 & 2 for doors, 2.1 for single sidelite and 2.2 for doors w/ sidelites (Reinf/unRinf) mullion options within tested frame area. 3. The Water Rating+DP with STD sill=+70 PSF (X & XX) and Hi -Rise sill =+90 PSF (XX) and+100 PSF(X). 4. The frame are of alternate size must not exceed 97.58 ft , nor panel tested area and max. Panel height. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official This NOA revises NOA #17-1226.11 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. NOA No. 21-0113.10 Expiration Date: December 20, 2023 Approval Dale: February 25, 2021 02/25/2021 Pagel E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous NOAs' A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under NOA # 09-0825.04) 2. Drawing No. W04-51 Rev M, titled "series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06- 10-04 and last revised on DEC 05, 2018, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(see sheet 2) 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 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelite (OXX), prepared by Intertek/ Architectural Testing, Inc., No. F2673.01- 450-18, dated 11/16/15, signed and sealed by Joseph A. Reed, P.E. (Submitted under NOA # 16-0316.06) 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(see sheet 2) 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 202-94 Along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL-5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. (Submitted under NOA #09-1217.03) 3. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL-3947 & FTL-3955 per TAS 201, 202 & 202-94, dated 02/04/04, both signed and sealed by Edmundo J. Largaespada, P.E. and test report No. FTL-5164 per TAS 201/203-94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (Submitted under NOA # 09-0825.04) 4. 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(see sheet 2) 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 202-94 Along with marked -up drawing and installation diagram of aluminum Single and double doors outswing French door w/ Sidelite (OXX), prepared by Blackwater Testing, Inc., No. BT-ESW-16-011, dated 03/16/17, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA # 17-1226.11) , Sifang Zhao, P.E. Product Control Examiner NOA No. 21-0113.10 Expiration Date: December 20, 2023 Approval Date: February 25, 2021 E -1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC (2017), prepared by Al Farooq Corporation, dated 09/15/17, 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. NOA No. 17-0808.02 issued to Kuraray America, Inc. for the "Sentry Glass ® Interlayer", expiring on 07/4/23. 2. NOA No. 16-117.01 issued to Kuraray America, Inc., Inc. for the "Kuraray Trofosil Ultra clear and color PVB Interlayer, expiring on 07/08/ 19. F. STATEMENTS 1. Distribution agreement between Energia Solar, S.A.-ES Windows and ES Windows, LLC, dtd 08/03/15, signed by Ms. Carla Garcia (MGR) and Andres Chamorro (Gen. MGR). 2. Statement letter of conformance to FBC 2017 (6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/15/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises and renews NOA # 17-1114.03, expiring 12/16/23. 2. New Evidence submitted A. DRAWINGS 1. Drawing No. W04-51 Rev N, titled "Series -3000 Alum Outswing French Doors (LMI)", sheets 1, 2, 2.1, 2.2 through 5, 5.1, 6, 6.1 and 7 of 7, prepared by Al-Farooq Corporation, dated 06/10/2004 and last revised on 0l/11/2021, signed and sealed by Jalal Farooq, P.E. B. TEST 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. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24. 2. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers", expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), with FBC 7th Edition (2020), and of no financial interest, dated 01/08/2021, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHER s 1. This NOA revises NOA # 17-1226.11, expiring 12/16/23. Sifang Zhao, P.E. Product Control Examiner NOA No. 21-0113.10 Expiration Date: December 20, 2023 Approval Date: February 25, 2021 E -2 (4) ANCHORS 1 35 3/16' AT MTG. STILES SIDELITE WIDTH AND MULLION ENDS 6' MAX. HEAD/SILL A _ --�` C CORNERS 146 3/8' MAX. well MAUr VA 6' 3' 6' 3' !II II'. I I1 II - 71 Y,LUSH E -44BOV=- FLUSH === T1- _ = BOLL` F \ it j LOCK OPTt0 NS F m /� II / / 11 // II SEE SHEET 2 FOR cApACItY\ u . I L/ II x , rs , ./, 11 V, In as 1O- IL ro v d o c - =fir====- ----1T---- 6 4,FLUSH it BOLT / z II \ FLUSH BOLT II . INACTIVE ACTIVE /' (4) ANCHORS AT MTG. STILES SURFACE APPLIED 6' MAX. FALSE MUNTINS HEAD/SILL MAY BE USED CORNERS W 4 N 7 oni 1 1 29 5/16' 28 3/16- 12" 29 5/1 x In m w BUTT HINGES SEE SHEET 2 D.L. OPG. D.L. OPG. HEAD Slll D.L. OPG. io CK v FOR CAPACITY 33 5/16' 36 13/16" OXXO) 33 5/16' OR HAHN 2 PIECE HINGES PANEL WIDTH LEAF WIDTH LOCK OPTION # 1 PANEL WIDTH SEE SHEET 2 FOR CAPACITY MAX. FRAME AREA NOT TO EXCEED 97.58 SO. FT. PER FBC 2014 SERIES-3000 ALUM OUTSWING ERENCH DOOR TYPICAL ELEVATIONS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS TESTED UNITS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS do 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 2020 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. THESE PRODUCTS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS. HINGES. LOCK AND FRAME SILL OPTIONS USED. STEP 3 FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 2.1. STEP 4 FOR SIDELITE COMBINATION WITH DOOR OR SIDELITE SEE MULLION CAPACITY CHART ON SHEET 2.2. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 76" MAX. FRAME WIDTH 73' II DOOR OPNG. WIDTH ~ Z �n 3 q 3' 6' 3' PIVOT HINGES q C? z �' SEE SHEET 2 f. L; C FOR CAPACITY Q 2 0 DO U p \ 0t on t7 _j ��_ i obi t7 0 a 0 Q S 0 11 I LOCK 6PTIONS Z a SEE SHED 2 Q W IAa FOR CAPACITY � SLi / 31POINT 1 /� \ J Z M Q is / LOCK .�, Q a+ 61 i 1- 1 / 1 1 / \ i FViH v ===mot=== 1 BOLT JLj W NNt... N v a �I \I 0 CD ACTIVE INACTIVE1H v M �12 pp W 3 Z LL- ia to 28 3/16' � o W Ip D.L. OPG. SILL iO Q W W M (XX) o LOCK OPTION #2 ti rr W NOTE: 2 FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF a AND EXPOSED ON ACTIVE LEAF `U W 4 a SEE DETAIL G ON SHEET 5. o a $ DOOR LEAF WIDTH (X) FRAME WIDTH - 2.8125" DOOR LEAF WIDTH (XX) _ (FRAME WIDTH - 2.3751/2 DOOR LEAF HEIGHT = FRAME HEIGHT - 2.500" SIDEUTE PANEL WIDTH - SIDELITE WIDTH - 1.875" PRODUCTREVISED as BuEtd g iCodewith the Florida NoA-No. 21-0113.10 JAN Expiration Date 12120/2023 By �•=/ Miami -Dodo Product Control �` �� • • a0EN8F �+' '� c , � � � I N No. 8122 ig ' •�: drawing no. /q \ DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES RAME WIDTH INCHES GLASS TYPES . HINGES LOCKS 'A', 'B' & 'D' 'C' & 'E' 'F' 'G' & 'H' OPTION 'I' '2' & '3' OPTION '1' OPTION '2' . (+) t EXT. (+) ENT. (-) EXT. (+) ENT. (-) EXT. (+) ENT. (-) EXT. (+) INT. IFT EXT. (+) INT. (-) EXT. (+) ENT. IFT EXT. (+) ENT. (-) 37-1/2 70.0 80.0 0.0 90.0 100.0 120.0 70.0 80.0 90.0 90.0 1 100.0 120.0 70.0 80.0 100.0 120.0 95-3/4 39-5/8 - _ 90.0 90.0 100.0 120.0 70.0 80.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 LO�K.Q� 2 FRAME WIDTH n 1 '%X' DOORS / 0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES I HINGES , LOCKS 'A'. 'B' & 'D' 'C' & 'E' I F, 'G' & 'H' OPTION '1' '2' & '3' OPTION 'I' & '3' OPTION '2' EXT. (+) ENT. (-) EXT. (+) I ENT. (-) EXT. (+) ENT. (-) EXT. (+) ENT. (-) EXT. (+) ENT. (-) EXT. (+) ENT. (-) EXT. (+) ENT. (-) EXT. (+) ENT. (-) 71-3/4 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 95-3/4 76 - - 90.0 90.0 90.0 90.0 70.0 80.0 90.0 90.0 90.0 90.0 70.6 80.6 90.0 90.0 HINGES: OPTION J 1: THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' (3) HINGES PER LEAF AT II - FROM TOP & BOTTOM LOCK OPTION 1 & 2 AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1" FH SMS (6) SCREWS AT FRAME. (5) SCREWS AT LEAF ,OPTION 02: FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE. DIE CAST ALUMINUM NOTE: COVER PLATES. ST. STEEL PIVOTS AND GALV. STEEL GLASS CAPACITIES ON THIS SHEET ARE BRUSHES AND SCREWS BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 (2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH 5/16-24 X 1" FH MS (2) PER WING OPTION 93: SERIES 60AT (OR HAHN A701) DIE CAST ALUMINUM HINGE BY 'DR HAHN' (2) HINGES PER LEAF AT 8-1/2" FROM TOP & BOTTOM FASTENED TO DOOR FRAME AND LEAF WITH D.L. OPENINGS: (2) 5/16-24 X 1" HEX DRIVE FLAT HEAD SCREWS D.L.O. HEIGHT a LEAF HEIGHT - 8.1875' (STD. SOT. RAIL) D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625" WIDTHS! FRAME WIDTH LEAF WIDTH DAYUTE OPG. 31-1/2" 28-11/16' 20-1/16' 37-1/2- 34-11/16- 26-1/16" 39-5/8" 36-13/16- 28-3/16" 59-3/4- 28-11/16' 20-1/16 71-3/4' 34-11/16' 26-1/16" 76- 35-13/16' 28-3/16' NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: DAYLITE OPG. STANDARD HI -PROFILE FRAME HEIGHT LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL 82-1/2- 50' 71-13/16" 68-1/16' 95-3/4" 93-1/4" 85-1/16" 81-5/16" LOCKING HARDWARE: ACTIVE LEAF OPTION 01: SURFACE MOUNT DEAD BOLT LOCK BY 'YALE' AT 45' FROM BOTTOM. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2- OH MS LEVER TYPE METALLIC HANDLE AT 37' FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE. LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4- FH SMS (2) SCREWS PER BOLT OPTION 02: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39- FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 18-32 X 2- OH MS OPTION #3: 4-POINT MORTICE LOCK SYSTEM BY 'INTERLOCK' AT 39" FROM BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 18-32 X 2" OH MS INACTIVE LEAF (FOR USE WITH OPTIONS 1,2 & 3) CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC: MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH /8 X 3/4- FH SMS (2) PER BOLT WATER INFILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SELL - +70.0 PSF (X & XX DOORS) HI -RISE SILL - +90.0 PSF (XX DOORS) +100.0 PSF (X DOORS) EXCEPT GLASS TYPES 'G' & 'H' REOUIRE HI-RtSE SILL FOR ALL CASES. 3 -1 3A 1 Ous Q a 16 a00 H IXot O tyti vog4 CfEl:z 8 OILDQ a (400 CJJ Q us z d Q628 CC ZOE Vol n n 1 W �Ww ( N (nN � A O 0 n aQ5 3 z '1 0Ln Li M STD. SILL HI -RISE SILL 2 F a ° c o ovy2i� n 0 15 n N N- PRODUCT REVISED $ - as complying with tho Florida t soY a z Building Codo NOA-No. 21-0113.10 Expiration Dato 12/20/2023 �� :L•' �i' b By 0 Miami -Dade roduct ntro _ lVo.81223 s � �• �y �Y• AN 1 2021 •'� = � '•.•• � drawing no. oR s, :io�.:aC��`� W04-51 FRAMA s � 8 (0) QTA"111NAT?V PANFT. !nl nR STnTrT.TTFS DESIGN LOAD CAPACITY - PSF FRAME HEIGHT FT./IN. FRAME WIDTH INCHES GLASS TYPES A. B. 'D' 'C', 'E' 'F' 'G' It EXT.(+) tNT.(-) EKT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 33 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 6/10-1/2 36 70.0 80.0 87.0 87.0 87.0 87.0 70.0 80.0 39 70.0 80.0 80.3 80.3 80.3 80.3 70.0 80.0 42 70.0 74.6 74.6 74.6 74.6 74.6 70.0 74.6 7/0 33 70.0 80.0 90.0 90.0 90.0 90.0 70.0 80.0 36 70.0 80.0 87.0 87.0 87.0 87.0 70.0 80.0 39 70.0 80.0 80.3 80.3 80.3 80.0 70.0 80.0 8/0 33 70.0 80.0 87.6 87.6 90.0 90.0 70.0 60.0 36 70.0 80.0 87.0 87.0 67.0 87.0 70.0 1 80.0 D.L. OPENINGS: D.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. BOT. RAIL) D.L.O. HEIGHT - LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH - PANEL WIDTH - 4.D00" GLASS TYPE 'A' 1/8" H.S. GLASS 090' Interloyer ScntryGbs erica, Inc.' 1/8' H.S. GLASS SILICONE DOWSIL 795 in 3/16' H.S. GLASS 090' lnterloyer Trosifol PVB By kuraroy Americo, Inc.' 3/t6' H.S. GLASS SILICONE DOWSIL 795 i GLASS TYPE 'B' 1/4' H.S. GLASS 090' lnterloyer SentryGbs By 'Kuraray America. Inc: 1/8" H.S. GLASS w SILICONE DOWSIL 795 z 0, � rn 1/8" H.S. GLASS 090' lnterloyer Trosifol PVB By 'kuraray America, Inc. 1/8' H.S. GLASS SILICONE DOWSIL 795 rD 31 GLASS TYPE 'C' 1/8" H.S. GLASS 090' lnterloyer Soflex Clear And Color Glass By 'Eastman Chemical Co.' 1/8" H.S. GLASS SILICONE DOWSIL 795 = m w c o: 36 GLASS TYPE 'E' GLASS TYPE 'F' GLASS TYPE 'G' GLAZING OPTIONS �V n WATER INFILTRATION LIMITATIONS: n I a w WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS Q tr ! STD. SILL - +70.0 PSF HI -RISE SELL - +90.0 PSF a 4 p^ 3 7 1.50G 2.000 O � �p�L�rl STD. SILL HI -RISE SILL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W=re`" $ O a OQ .1 Oyurr O n aIt z�a ILzy_o e, Q uZ+ 0 DECLARATORY STATEMENT DCA05-DEC-219 zi In in 1/8" H.S. GLASS I m 090" tnterloyer c Trosifol PV8 By 'kuraray America, Inc.' U I 5/32' H.S. GLASS W SILICONE w DOWSIL 795 c I.-- 3 to cli rn n n O m y p�r7 �3J of � II %o 31 II 3Z4 0 e�S N� a v 1 1 u 1 I W M 'D' W GLASS TYPE 3/16" H.S. GLASS C 3 & N N o W o a 090' tnterlayer In �g+ Saflex Clear And Color Class o 4 i ?; By 'Eastman Chemical Co.' 3/16" H.S. GLASS y a C 12 n W SILICONE DOWSIL 795 2 13 2 E- o z m PRODUCT REVISED a o !r? as complying with the Florida Building Code f fl ,ri,,� fs , !II i NOA-No. 21-0113.10 �► ......• Q� i, o Expiration Date 1212012023 EI it B MlamC/a a Product Control NO. 2 a 351� 2021 ��0' • <y, drawing no. GLASS TYPE W '. ••'•• ORVO �'_'�� W04-51 W 4 W N N N 4 W W N N ♦ 4 W W N N N S n � � a c 0 o zx N rn n o 0 0 o S w$$ o 0 0 0� z x z iN In iD o+ 1r V N ip O O O C O N G C O O O O z 0 10iy A � i» a o � O H e�7 � to > v G O G C O O D O O O G C C O O O�� I Z O ,� V O .t m OI W �o a 0 0 a w 0 0 uo �o 0 0 w ro 0 0 0 0 0 0 0 0 0 ± 'x+l a 'v . u b b b b o o b b b b o b c c c �d�o C rn 1r�+� LA v1 A r TI z F.. 000Do O m rpimz�zm z 4za V1U1D" O ?�mlm0 Dm mA �r.0 nto C� Z�� N � O (A N.�(N �(A O a' o c rn g �rn m A rq X O a 0 O .11 O 8. Orn 1 0 ti S rn c en z N V to O FRAME HEIGHT FRAME HEIGHT N '�"` r w m " m o .... 9 v ozc m W z ^ O m � x X {A O vpp j� v m ;a X O ^ � X rn v m f I , v x $W � 7ta�� ^^p 8 88 C x qi p 1 O O O9 C � I x 7 O r+ a N W am N o N p O .... w 80 08 `��111111111��/ m Gj r' x vXrn c AM z a lilt Cola os-lo-a revisions: SERIES-3000 ALUM OUTSMNG FRENCH DOOR (LU.I.} AL-FAROOQ CORPORATION a w n no date escrl Ion w 0 OCGW.. 1/2'-1'-0' r 05.18.15 1oIGE k uAss oPnONs E.S. WINDOWS. LLC ENGINEERS di PRODUCT DEVELOPMENT N P K fo Jt.t6 REV. PER RER C01eMENis 9360 SUNSET DRIVE. SUITE 220 c 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (C A.N. 3538) C dr. W. TAR10 l oa.20.t7 UPDATED TO 2017 rec MIAMI, FL. 33142 TEL (305) 26"100 FAX. (305) 262.697E — Ln 2 M 11.27.15 REV. PER RER COMMEWS v c �hk N 01.11.21 UPWEO TO 2020 FOC TEI. (305) 638-5151 FAX. (305) 838-5158 �COMP-ANL WO4-51 ESW N x m � N i� N_ Sm N xm N �m = m o� N N S > H v� m In m In N r 1Em Nix V NON • P m ' _ U a v� ate. N • N N W my a �s • 2 oz ao e N • u n 1 /4" MAX. SHIM _ N F� 4 xxx zo\ 00,07 o502 o0N- Op �IyO0 OOr\ I�1 NO 6 N a • Fr: Zti? P4m • r O A H a IPo I I 1 d N • to rmn u u ^D r d N 7D0 •• A �N d A • w C 1 /4" MAX. SHIM P � �O zD A O G a aS 0 .10 ZZ30 1 �mc op j o A J +� N 0 rn x N It O mpg :AT Y ``�L1L11111►)��' Oad --mac• , a date: 06-10-04 revisions n oI DO O f. Wale: 3/8' . 1• o dr. Iflr TARtO 0 7 01.11.2 t 96" MAX. FRAME HEIG 93-1/2" MAX. EXTERIOR EXTERIOR EXTERIOR no o e escrl Ion J 05.16.16 HINGE & GLASS OPTIONS AOOE K 10.31.16 NO CHANGE TIOS SHEET L OD.29.17 NO CHANGE THIS SHEET M 11.i7.1TS REV. PER RER COMWENTS ro 202o nTc O N Nv •N mQ C,�\� , v N N u A Tm+I >Tz J C10 0 1 /4" MAX, zx CA O -0-4 Zhu ZN 9M p O R z o y I �s W (wi1 N u 07 N Zjp r � • �� 1: U 1/4" MAX. W 0 SHIM SPACE SERIES-31M ALUM OUTSMNG FRENCH DOOR (LM.I.)AL-FAROOQ CORPORATION a E.S. WINDOWS, LLC ENOINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 3550 N.W. 49 STREET MIAMI• FLORIDA 33173 (C.A.N. 3538) /'� WALKFL 33142 TEL. (305) 25"10o FAX (305) 262-69T8 �r TEt (3os) 633-5151 FAX. (305) 638-5158 COMP-ANL WO4-51ESW EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS x FOR SPACING FOR SPACING U m EDGE DIST. METAL - ___---- __=_____-I STRUCTURE H ummi-DADS COUNTY APPROVED (I (SEE BELOW) I � MULLION do MULLION ANCHORS � 1 I I SEE SEPARATE NOA I I IA EDGE DIST. I! � W W RA U a I N Ln TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO T ILOING STRUCTURE. PIC C 4RS: StD OR SPAC ULTRACON+ BY 'Fu-164 KSI, Fy- KSI) INTO 2BY WOOD BUCKS ORRUCTURES 1-1/2" MIN. PENETRATION I(HEAD/JAMBS) THRU 1BY BUCKS INTO CONOCKS -1/4" MIN. EMBED INTO C(HEAD/JAMBS)1- "MIN. EMBED INTO BAMBS) DIRECTLY INTO C 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) #14 SMS OR SELF DRILLING _SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.) " TTTr, - 36 KSI MIN.) (STEEL IN CONTACT WI INUM TO OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" 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 i'c 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MI . ALL JOINTS AND FRAM SEALED WITH WHITE/ALUMINUM COLORED SILICONE. ilrl=l± F 0 PRODUCT REVISED esg No. 23 Buicomplying g with the Florida iE G * x NOAato. God 21-0113.10 - b Expiration Data 2021 t4 i 1 ' p'. 9 p � 8 By%,':'•••.;�torstic,.•'�� W04-51 M iam a • Product Control ��iItIITti�� sheet 4of 7 .2�F�i ``��. IX Oats: OB-10-04 }� o 0 X SrnM: 3/6• - 1 • •P m I dr. by: TARIO NWCE k CLASS OPTIONS REV PER RER CONkENTS No CHANGE THIS SHEET REV. PER RER CONVENTS UPDATED TO 2020 FOC ♦ tw � o 1 X X �orn s>,s �J rrn SERIES-3000 ALUM OUfSWMNG FRENCH ODOR (LM.I E.S. WINDOWS. LLC 3550 NA 49 STREET MIAMI, FL. 33142 TEL (m) 638-5/51 FAX. (305) 638-5158 NO o -R 'ICr Sly � m = �Zr m N � rn o zo� �z 2 o> m C1 o� n m AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) C. TEL (305) 28"100 FAX. (305) 262.6978 �•r TYPICAL ANCHORS SEE ELEV. t 4 MAX. FOR SPACING 1BY / " -� WOOD BUCK SHIM Z g n 1 /4' MAX. 1 /4' MAX. SHIM SPACE SHIM O O T Q p a 5 2 26 ��N`�i u 2OR WOOD BU a � 1VV 13 ACTIVE LEAF WOO STRU URE a' rOr �. �G7yn ' - - 34 T 16 11 - -- �i0� 30 d a 1C 8 Q (L a a . S 0 QW,2L a w 4•zo- M 24 23 29 t Q 61 F Ru v 21 B 19 21 34 TYPICAL ANCHORS O SEE ELEV. FOR SPACING „ HINGE OPTIONS D,L. OPG, v 'j /XTYPICAL ANCHORS SEE SHEET 5 EV. FOR DETAILS m METAL, FOR SPACING LEAF WIDTH STRUCTURE O 39-5/8' MAX. FRAME WIDTH J �j L8 EXTERIOR CLOGICOPTION 1, 2 OR 3 J X OPTION 1 SHOWN o N N N ( 34 22 = p a M iO OPTIONAL TRIM � Z3J� ' n Q - Lj ( 0-0 OPTIONAL REINFORCING SIDELITE TO SIDELITE a N SEE SHEET 2.2 FOR CAPACITY 96' X 2' X 96' X 1/8' 27 FULL LENGTH STL. CHANNEL N (CARBON STEEL TO BE PAINTED OR PLATED) r-1,, TQ 4 u e S ACTIVE LEAF o 11 22 o � H O p b N gi N 1 ai dog^ c u 11t►1TItr�� -------------- B 34 PRODUCT REVISED No. 81223 as coca t gg with the Florida ( X-0 BuEtdieg ode - = S 8 tioA-Na. 21-0113.10 j N 2021 "�° ' •' i; drawing LOCK OPTION t, 2 OR 3 Expiration Date12l2Q/2023 �� ••. '[/� 9 no. OPTION 1 SHOWN q'O P f3 w04-5 Miami-bade prouct o—R s�DAAt�`sheet 5.tof 7 � [GJt A W N � � O tN0 a7 V ON1 N� W N N O y V D O N �' y 4 N N g m � N� � $ troll 2 N� W t0 + O� u 1 G N� N b � A D A y yy A A N y yy} A A y A A y A A y N A yy U x� rr yy A I I N N 4 N y N N y N N y O to m m S mpp O o;�A��F O r��\� O C�\ mztZf�Z�t Z S C +1 O QQ�� A �n��F Z� apczinm��v�°�m�� p x� � X�� Or� x D r m� xxia��icNc�iN�A��"��rn _ +zi yyII � Fn O fV � � d i A xy A � � �IA�1 G CN 2 y Z Qj � ; � m A y � m y. � � � � _ � z � p O b � z � � � O � p " D p -1 C1 ) A C m 9 r p C1 3! Z� N o � 1� y m A m rop m A � ^' m � O v y f 1 m N tf D 1n a � z 0 F � m z I 0 J v C C 1' a 0 p' y y_ n � 0 0 z 2 y m C 9 > Oe y v_ m O O+ O O 4 W O. Oe O O 4 4 Oe O y 4 Oe y O O� G pe m Oe O� 4 4 m Oe Oe W 4 Oe O O W 4 '1 !1 O O U W Oe O O O W lOi. m O ..1 � z 0 o z Z m m Z ^� m r r C C i; � C � � m rA � N to N N N o � � W N 1 1 N a. is N C i< m y y m y I I 1 O ul c y I c I I I I I G t 1 I 1 I I 0 o m X p o � �� ^ � 8 = o � m � -+ N N � N R R o � y g V�� S .ZI y o c z czi y y rl zma� rn 3 C 940 a N O sC �► O W m w O e.. a v+ a� N N jr = * a dote: OB-10-01 revisions: SERIES-m ALUM OUTSIINO FRENCH DOOR (L.M.I.) AL-FAROOQ CORPORATION a O mow: 3/6• - 1- E.S. WINDOWS. LLC 9360 SUNSET DRIVE. SUITEDEVELOPMENT ENGINEERS & PRODUCT 0 p r. by: TARIO 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (C..I.N. 3538) /+ MIAMI, FL. 33142 TEL. (305) 2645100 FAX. (305) 262-6978 c -' ° N 01.11.21 UPDATM To 2020 FOC TEL. (305) 638-5151 FAX. (305) 638-5158 COMP-ANL W04-51 ESW no date escrt ton J 65./6.16 ItxICE at CIAss oaTtONS ADOEO K f0.31.18 M. PER RER COYYE11T5 L M-29.17 NO CHANGE THIS SKEET Y 11,27.18 FDO CHANCE THIS SHEET 4.000 r1.779 1.500 2.250 L .078 2.016 Oi �z FRAME HEAD/JAMB 1.608 r .388 osoo F� 1.500 � 15 WEATHERSTRIP ADAPTER 1-1.750-1 4.00 0 II 0781 300 .913 --i F-.590 TOP/BOTTOM RAIL 2.674 078 .395 750 3.350 (+� SIDELITE ADAPTER --{ 1.145 . .062 475 -� .927 14 SILL COVER 4.000 --y 1.750 P13 0 .094 O HINGE STILE F- 3.350 F .078 --I .395 F-- 2.674 SHEAR PLATE 2.125 4.375 .688 + 2 + .688 LC2.125 1.000 r 800 .045 .852 JAMB TRIM (OPTIONAL) 1.112 1- 250c 1 1 PANEL CLAMP 2.001 .913 1.750 .61 FT .094 SIDE LITE STILE 4.625 .094 913 1.984 9-; � 0 4.000 LOCK STILE/KEEPER STILE 2.000 � n E) 5/16' DIA. STEEL PEN I O+ 1D+ 3.375 O O O 11 2.0I00 +® U L O 7 3 PIECE HINGE HI -PROFILE BOTTOM RAIL .960 I+ 125 z.aoo MULLION REINF. CHANNEL 3.209 T- DIE CAST ALUMINUM HINGE 1., 45 2.163 --{ .490 .078 I 1.500 .563 T-I 4.000� (3 F-FRAME SILL (STD.) 1.954 1.145 .062� .490 -(' L 2.000 .563 �. TT078 4.000 0 FRAME SILL (HI -RISE) 1.300 r 140 MATERIAL - SILICONE/EPDM 481 HARDNESS = 7015 31 .265 7 160 1 MATERIAL - SILCONE/EPDM HARDNESS - 7015 GLAZING GASKETS SCALE 1:1 @- PIVOT HINGE PRODUCT REVISED ascomp ngg with the Florida Building do NOA-No. 21-0113.10 Expiration Date 12/20/2023 By Nilsen a e Product Control 1 12021 O h n q r-s �scl cl 0. S p^ I �0`,G d n O$Rpm 0 23 Oraa"' 8 paoo� O 6a m QWzOa W N 4• O ,j to 00,% j Q3call ! R e n m 28 W N v Qd Min m n Z3Jm WM20r' k It No.81223 10 ' ��1�/� drawing no. \�•.�:a:.'.�2oa+fl�.�.` %'� W04-51 a� 9 oeo' g Moo Maio a N �� O 4f e M :L 30 o a w o CL z N a dote: 06-10-04 a m m. ty: 1�Rro Ln a O ehk Cy: no dote escn ion J 1516 HOGE k CUSS OPTONS ADOE K 031.16 REV. PER RER COMMENTS S 9L 06.2 NO CHANCE THIS SKEET M NO CKANGE THIS SKEET SERIES-3000 ALUM OUTSWING FRENCH DOOR (L.M.I.) E.S. WINDOWS, LLC 3550 N.W. 49 STREET MIAMI. FL. 33142 TEL. (305) 835-5151 FAX. (305) 638-5158 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) C TEL. (305) 284.8100 FAX. (305) 262-0978 COMP-ANL\W04-51ESW IR1_1f_:1ei51 v ZD JUN 3 0 2023 MIAM4OADE BY. 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/buildine E.S. Windows, LLC _ UItJ i«'. , ;� _ 3550 NW 49'h Street Miami, FL 33142 A P P R G Vc D - - �L ATE 71 z� .SCOPE: -^--�e..�....�.... This NOA is being issued under the applicable rules and regulations governing -.the use of cons 4ction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within theirjurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL200" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1, 2, 3, 3.1, 4 and 5 through I 1 of 11, dated 12/19/16, with revision D dated 06/22/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, 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, Barranquilla, Colombia, 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 No. 20-1208.07 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. 21-0608.03 Expiration Date: January 19, 2027 Approval Date: September 02, 2021 T8120121 Page 1 E.S. 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. 16-0617.04) 2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1, 2, 3, 3.1, 4 and 5 through 11 of 11, dated 12/19/16, with revision D dated 06/22/20, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA No. 20-1208.07) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-11027, dated 04/23/20, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 20-1208.07) 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 horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-007, dated 10/24/17, and addendum letter dated 12/15/16, both signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 18-0221.03) 3. 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, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-007, dated 12/08/ 16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) Manuel Perez, P.E. Product Control Exa r NOA No. 21 08.03 Expiration Date: January 19, 7 Approval Date: September 02, 2021 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 06/10/15, and updated on 11/09/20 to comply with FBC 71h Edition (2020), prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA No. 20-1208.07) 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. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlase XtraTM (SGXT"') Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. 2. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 3. Notice of Acceptance No. 20-0622.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Clear and Color Glass Interlayers" dated 08/06/20, expiring on 05/21 /21. 4. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/11/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), with FBC 71h Edition (2020), and of no financial interest, dated November 9, 2020, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA's No. 20-1208.07) 2. Testing proposal issued by the Product Control Section, dated 04/ 15/ 13, signed by Jaime Gascon, P.E., Product Control Supervisor. (Submitted under NOA's No. 20-1208.07) 3. Distributor Agreement signed by Carlos Garcia and by Evelyn Daes. (Submitted under NOA No. 16-0617.04) 4. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) 5. Proposal No. 16-1228 issued by the Product Control Section, dated 11/16/16, signed by Manuel Perez, P.E. (Submitted under NOA No. 16-0617.04) Manuel P dPProduct Control ENOA No. 21Expiration Date: January Approval Date: September 02, 2021 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 18-0221.03, issued to E.S. Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window - L.M.I., approved on 05/10/18 and expiring on 01 / 19/22. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) F. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 11 / 19/20, expiring on 07/04/23. 2. Notice of Acceptance No. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 11/19/20, expiring on 07/08/24. 3. Notice of Acceptance No. 21-0216.01 issued to Eastman Chemical Company (MA) for their "Saflex PVB Interlayers - Clear and Colored for Glass" dated 04/29/21, expiring on 05/21 /26. 4. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/ 11 /23. E. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 20-1208.07, issued to E.S. Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window -L.M.I., approved on 02/18/21 and expiring on 01 / 19/22. Manuel P rez, P. . Product Control Exa r NOA No. 21- 08.03 Expiration Date: January 19, 7 Approval Date: September 02, 2021 E-3 Ii 1.7V FALSE MI (SURFACE AP MAY BE 72 15/16- FRAME WIDTI (3) ANCHORS 7- MAX. AT MTG. STILE ENDS :oaNERs , 01 6 � tr � II F �, r /� r G6 i a u II O --IT----II it II i' ::. 32 11/16- O.L. OPG. - 36 --- 72 15/16- FRAME WtOTH (3) ANCHORS 19- AT MTG. S11UE ENDS 19- MAX. HEAD 7 AT 5' O.C. ! 4 I CORNERS / HEAD 72 15/16- -- - FRAME WIDTH -- - 6- MAX. HEAD/SAIL (3) ANCHORS AT MTG. STME ENDS AT 5- O.C. 12- MAX. HEAD CORNERS B - 6', � i/ ' E 7 w ��k�4 ii� ' II II Ti I - - — -- L - IT'! 4 - MAX. z� ` MAX. ' 11 SILL 'o t� SILL I `0 D.L. OPG. (3) ANCHORS - AT MTG ENDS TYPICAL ELEVATION FLANGE FRAMES [THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ES-EL200 HORIZONTAL ROLLING ALUMINUM WINDOW (L.M.I.) APPROVAL APPLIES TO SINGLE UNITS 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. �- 32 11/16- it 32 11/16- 0 VD.L. OPG. 36 9/16-ANCHORS VENT WIDTH AT? MTCSTtLf ENDS AT 5. O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER PRODUCT RENEWED as complying with the Florida Building Code NIDA-No. 21-0608.03 Expiration Dato-01/1912027 By Miam ade Product ohs THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDTION)/2020 (7TH EDITION) FLORIDA i BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 1BY 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 2017/2020 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASO)'. -- t� N 2 0- T a7 in Y7 inp , - _ rT Ii -- -f----11 n I o II + I II I i I 32 11/16- I I !I h` D.L. OPG. O h A b b Mi G C 19 C) D;labo js$l8 45220 e 12 I MAX. in 32 11/16- D.L. OPG. 36 9/16 VENT WIDTH i (3) ANCHORS L AT MTG. STILE ENDS & w Ir In N AT 5' O.C. v TYPICAL ELEVATION a 0 FLANGE FRAMES WITH FIN ADAPTER n Z3 J'° -- g 3zI-a L M m r-- IMUM DESIGN LOAD RATING + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 65.0 PSF MTG. STILES WITHOUT REINFORCING l t MAXIMUM DESIGN LOAD RATING = + 80.0 PSF to114 o (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF AITG STILES WITH REINFORCING �_ to OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW _ NOT TO EXCEED TESTED FRAME AREA OF 31.46 SO. FT. in �_ - c e A lV {H ' 0 0 r N PRODUCT REVISED " '0 8' o' o as cam ngg with the Florida 111 I I I1 � Butldteg ode 0111111111 11 I NOA-No. 20-1208.07 `%%�� 1' • ..... iratton Dato• 1H912022 `� � ��°`F ' : bA ��ti w � &Q • -� T r By I M12ne ado ProduetC trot �� •'• STATE OF (j��;' drawing no. . ••.:� a�. so. w1 s—ss I 110' 110" _ V — FRAME WIDTH --- FRAME WIDTH � (3) ANCHORS ? (3) ANCHORS m 7. MAX. AT MTG. STILE ENDS 19' MAX. 7• A AT MTG. STILE ENDS 19' MAX. AT 5' O.C. ��----�� AT 5- O.C. HEAD/StLL " _ C _ I � I HEAD/SILL _ HEAD Z y { r CORNERS 4 �' 4 .' -`� I i CORNERS E 7 �' `` �' '`� ' 1 rG g m �— ti �-- Q L L 6 I1 =7r nca V C ":I=> • W p� ��rr11 J II II • W c r in, Jcog it II I I 0 N i H �II,,! Gj' FALSE MUNTINS B p 1� • m MAX- (SURFACEI it me: MAY BE USED 4 4 � gj x 7 ( ! 1 .� SILL "- { m W 2 11/16- 32 11/16' /16- 32 11/16- 32 11/16' 32 11/16- q �S �- (3) ANCHORS (3) ANCHORS—, D. PG. D.L.. OPG. O.L. OPG. AT MTG. STILE ENDS AT MTG. STILE ENDSD.L. OPG. {� O.L. OPG. D.L OPG. 36 9/16- 36 9/16- AT 5' O.C. AT 5' O.C. 36 9/16' 36 9/16" z U VENT WIDTH VENT WIDTH VENT WIDTH - -- VENT W10TH -- W TYPICAL ELEVATION TYPICAL ELEVATION FLANGE FRAMES 110 _ FLANGE FRAMES WITH FLUSH ADAPTER PRODUCT RENEWED 1�l7 a n __ . .... __..._._._...__...._ as complying with the Florida i FRAME WIDTH Building Coda (3) STILE HORSENDS--, NOA-No. 21-0608.03 Q Z "n � 6" MAX. j AT MTG. STILE - ; 12 = Z � u AT 5. O.C. !Yl Expiration Date.0111912027 3 z HEAD/SILL 1 _ A:,, HEAD �- 8 CORNERS BY cy iE 8 , m W 00 i I ! it � I F <= �{ •t - i n iMAXIMUM Ij WM� RATING = + 65.0 PSF =(FORASMALLER) — 65.0 PSF REINFORCING o! ULSIUN LUAU ING _ (FOR SIZES SHOWN ABM OR SMALLER) — 90.0 PSF • MTG. STILES WITH REINFORCING o ^l OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. O.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW io o NOT TO EXCEED TESTED FRAME AREA OF 47.36 SO. Fr. c = « PRODUCT REVISED m °e o as cant Iyying with the Florida 11111111/ < m u o BuEidln9 Codotl F 12. I Emit j NOA-No. 20-1208.07 `�� gyp►, ....� //i� uG ,o I o ? o 8 r i 1, MAX. 1o'!z SILL Z. Ex iration Data* 111912022 �\ W t 1 >r V Byt gam' 9 7� -� n � 32 11/16" 32 11/16- (3) ANCHORS �' — ------ I1. -- --� �•- - MrG. STILE ENDS -' fi D.L OPG. D.L. OPG. 32 11 16"�C / O.L. OPG. Mlane ado Produ trot _[ : i i AT AT 5' O.C. ' / 36 9/16- 36 9 16' / q DECO DECO Y 21IL� C, � Q :. 1 OF ! J i drowing no. y vENT TYPICAL ELEVATION// VENT 'FADTH - M ,� & //JS��i11E1�.11��` FLANGE FRAMES WITH FIN ADAPTER Cheet 2 0f 11 1/0- HEAT STREN-0. GLASS 090' Interlayer Trosifol PVB 'Kuroray America, Inc.' OO 090" Interlayer SentryGlas By 'Kuraroy Americo. Inc.' OR 090" Interlayer Saflex Clear And Color Glass BR 'Eastman Chemical Co.' O 075' Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 1/8' HEAT STREN'D. GLASS SILICONE DOWSIL 795 2 y ` DOWSIL 983 DOWSIL 2400 M1 (HOT / / GLASS TYPE ' 1' 5/16" OVERALL LAM. GLASS NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 HEAT STREN'D. GLASS �1/8" 090' Interloyor Trosifol PVB BR 'Kuroray America, Inc.' 090" Interlayer SentryGlas By 'Kuroray America. Inc.' OR 090' Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co: OR 075' Intadoyer Saflex CP With PET Cora By 'Eastman Chemical Co.' 1 /4- HEAT STREN'0. GLASS rSILICONE DOWSIL 795 DOWStL 983 Z CoI>OWSIL 2400 3 y (HOT MELT) II 0 1 GLASS TYPE -2' 7/1 V OVERALL LAM. GLASS GLAZING OPTIONS /8" TEMP. GLASS r 3/8" AIR SPACE �1/8" HEAT STREN'D. GLASS 090Interlayer Trosifol PV8 'Kuroray America, ORInc.* 090" Intertoyer SentryGlos i By 'Kuroray Americo, Inc: OR 1 090" Interlayer 1 ` ; Soflex Clear And Color Glass 'Eastman Chemical Co! i OR 075' Interlayer Saflex CP With PET Core t By 'Eastman Chemical Co.' 1 , I-1/8" HEAT STREN'D. GLASS i SILICONE DOWSIL 795 z Im 3 t t i 1 DOWSIL 983 rDOWSIL 2400 ,,(HOT MELT) iv r M1 W M3 GLA5S TYPE ' 1 i' 7/8" OVERALL INSUL. LAM. GLASS 5Z16" & $/8" AIR SPACE CONSISTING OF: SPACER: 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOWSIL 791 GE 2000 1/8" TEMP. GLASS 5/16" AIR SPACE �1/8- HEAT STREN'D. GLASS 090' Interlayer Trosifol PVB By'Kurarcy America, Inc! OR j 090" Interlayer SentryGlos — By 'Kuroray America, Inc.' OR 090- Intarlayer y ti j Saflex Clear And Color Glass OR 'Eastman Chemical Co.' s ; 075' Interlayer S ; Saflex CP With PET Core By 'Eastman Chemical Co: ;-1/4" HEAT STRENT. GLASS SILICONE t ! tDOWS1 795 DOWSIL 983 OD i � ;' DOWSIL 2400 2 v' i I "K�,`(HOT MELT) r i I % 1 M35) GLASS TYPE '2i' 7/8" OVERALL INSUL. LAM. GLASS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 21-0608.03 Explratlon Dato-0111912027 By GGfk PAM Miami agile Product Uentrai PRODUCT REVISED as complying with the Florida 1t111111f11r Building Coda FA I i NOA-No. 20-1208.07 `�% �,�;`'.• �� Expiration Date • 1r1912022 By. No. 8�223 Mlam pads Producir!3 trol >"C DEC 0 12 =•' �'' gip • sTA it op' 40% 4ma~ Q �W Qa :� N Cod O � H �► tlaUFA Oda �0 z Y. W z 8 W �a QW0F to a0 I drawing no. W16-86 W 1/8" HEAT STREN'D. GLASS 1/8' HEAT STREN'0. GLASS 3/16' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS 090' Interloyer 090' Interlayer 090' Intorloyer 090' Interlayer Z m SentryGlas SentryGlas 1 SentryGlas SentryGlas y p By 'Kuroroy America. Inc: By Kuroroy Americo, Inc.' , II By 'Kuroroy America, Inc.' By 'Kuroroy Americo. Inc: r " 1 1/4- HEAT STREN'D. GLASS 1/4' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS 3/16' HEAT STREN'0. GLASS lan ` / CQ� 2 SILICONE SILICONE ` SILICONE In SILICONE 2! DOWSIL 795 DOWSIL 795 z DOWSIL 795 z H `� DOWSIL 795 n' MLA 2 MIA Ml I { 2 MLA It I Itt I II i II It U1 14 14 2 CC' 1 O p i DO 1 E10 1 tit g M3 AT 1/4 POINTS ON UTES M3 AT 1/4 POINTS ON UTES M3'tiAT 1/4 POINTS ON UTES M3 AT 1/4 POINTS ON LITES z ;"M WIDER THAN 36" ONLY WIDER THAN 36' ONLY `�= WIDER THAN 36" ONLY WADER THAN 36' ONLY Q Z GLASS TYPE '2A' GLASS TYPE '3' .. W 7/16' OVERALL LAM. GLASS 7/16' OVERALL LAM. GLASS I 1/4' TEMP. GLASS "aa -- 5/16' AIR SPACE 1/8' HEAT STREN'O. GLASS J 090" Intedayer J Trosifol PVB 1 By 'Kuroroy America. Inc.' 3 N v yr Oo O' p> M a pI I 1/8' TEMP. GLASS SentryGlos O 'Kuroroy Americo. Inc. x Z f s 3z 5/16' AIR SPACE 1 i 090" Int N ' R 1/8" HEAT S1REN'D. GLASS I Saflox Clear And Color Gloss U j ' OR 'Eastman Chemical Co' La 090" Interfayer 075' Intertayer SILICONE SemtryGlas Safiex CP With PET Core I By 'Kuroroy America, Inc.' SILICONE By 'Eastman Chemical Co.' i DOWSIL 791 i DOWSIL 7911 I I (1/8" X 1/4') I ,- 1/4' HS. GLASS (1/8" X 1/16') 1/8' HS. GLASS 5/16" AIR SPACE CONSISTING OF: I PRODUCT RENEWED � I j SILICONE SILICONE as complying with the Florida SPACER: e DOWSIL 795 DOWSIL 795 Building Code 'HELIMA' LOW PROFILE ALUMINUM SPACER NOA-No. 21-0608.03 BY 'UNGERMANN GMBH' C Expiration oato-01/19/2027 AROUND THE PERIMETER OF THE GLASS. M1B ;1` I \ Mf8 PERIMETER SEALANT: II BY SIUCONE Mlam ado Produc on 'I DOWSEL 791 I I GE 2000 0, o PRODUCT REVISED Q Q as coenptying with the Florida I1111111 f /1 c o Building Code ```� L ir��', v µ4 I AT 1/4 POINTS Q M4 AT 1/4 POINTS NOA-No. 206-1208.07 � •- AO[�Lyj�i�. n ALL SIZES ALL SIZES Ex tration Data• 111812022 �'�'• Vim* • ;d " I •� N ` GLASS TYPE '2AiASS TYPE '4t' By: No.81223 7/8' OVERALL INSUL LAM. CLASS 7/B" OVERALL tNSUL LAM. CLASS Mlarn ado Product C trot = ^ h MAXIMUM DESIGN LOADS FOR CLASS TYPE '4i = e ! NOT TO EXCEED *80.0 PSF DEC U 12111 drawing no. GLAZING OPTIONS ��,Ia1KAL 1��y' !�lr,11r1%- sheaf 3.10If 11 WINDOW HEIGHT ' • ' • n EXTERIOR • A m mr; n� W _ - ---- 1-- - ---- -- - --- - i , N 1 1 y� IA D.L.O. .. (`N 1 /4- MAX. VENT HEIGHT + Z r o� wlxDow HEIGHT 01 - - --- — D.LO. - — - — - - � i E j i 1 /4- MAX. - - - -- - SHIM c EXTERIOR I c� a oo �. OeTT + O C'1N -8 x_ i -- -- - f -- - - ----- -- - - - -I 20Y WOOD BUCK Ii OR -i - I - - - - --- ! - '*OOD STRUCTURE ,•• �-•1;,"� �� ~•) i:� Ire! �� p 1 /4- MAX. F SHIM y^ N 1/4- MAX. s S A IA . C m zma� R a 7.aaQ tl aao0 0 omvC - 'td It4mJ.0 rn e Sm •r o o G Cif 0; ° m IL a N fcfl r*I 3 4 N to Cc +Q px c+z tp N ,* Ip CI o pp OD Om p 07 0 Cl N1 V r�1 .4 W Y `,1�t11rn 11T11/rr� a ems•: t2-t9-1a revisions: ES-EL200 HORIZONTAL ROLLING ALUM. WOW. (L.M.I.) AL-FAROOQ CORPORATION aS 'n dote scri Ion ENGINEERS e• PRODUCT DEVELOPMENT >E..wIK 1/2- . 1- . 01.11.17 ►o "." THIS smal E.S. WINDOWS, LLC f 9360 SUNSET DRIVE, SUITE Z40 Ell No CKV4C THIS SHEET 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (C.A.N. 3538) C•° ar. by: TARto No Ctw= THIS SHEET MIAMI, FL. 33142 TUL(305)2e44=0 FAXMOM282.6978 GEKRAL RLMSMN TEL. (305) 638-5151 FAX. (305) 638-5156 - - C0MP-ANL\WI6-86ESJI WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. 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 'DEWALT' (Fu-164 KSI, Fy-148 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1- PENETRATION INTO WOOD (HEAD/SELL/JAM 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 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) I a- DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DARE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 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 - 0.55 MIN. AT HEAD, SILL OR JAMBS i'a - 300 MIN. C-90 BLOCK AT JAM- 2000 PSI MIN. fir— ------ -- -- ----i� I ' METAL I I MWA—DADE COUNTY APPROVED STRUCTURE j 1 MULLION do MULLION ANCHORS 11 3 1� SEE SEPARATE NOA II EDGE jl r DIST. 1 P g of L- ---- I ---- ---- j I fL O p` C7 i TYPICAL ANCHORS TYPICAL ANCHORS O IL Q p SEE ELEV. SEE ELEV. O ya FOR SPACING FOR SPACING z QWWf �1 Pill 8 w 10 fig. �I PRODUCT RENEWED PRODUCT REVISED] as complying with the Florida Building Code as complying with the Florida Buftding o o `�1111 UiIiIV `�� L F ,i�- �. "I"\ �� sim c>lo � NOA-No. 21-0608.03 Expiration Date-0111912027 NOA-No. 20-1208.07 Ex !ration Dato• 1/19/2022 �� .• ( `� a�''• V ••'•. '' By Mlaml-Qado Pro uc Con BY Mlam pad* ProduyYC trot No,,,8t229- DEC 0 1204�dr_ stATE(2E �`/ i awing no. sheet s of ; " lu W REINFORCING 0 0 © MAUI-DADE COUNTY 110 (E16)AS REOD. 1/4- MAX . APPROVED MULLION 1/4* MAX. VENT_WtDTH_ —'SEE ELEVS. SHIMS SEE SEPARATE HOA SHIM •TYPICAL ANCHORS 4MI M5,, (E4-1) *9 6,- E4 � SEE ELEV. /y, 1.7 2 11 FOR SPACING TYPICAL ANCHORS 4 0, SEE ELEV.• by FOR SPACING a YY J L 4f- WWI', z 0 Ito E3m R9 cy am M P) I L6 z ==JI Ld zol e TYPICAL ANCHORS g M5 SEE ELEV. t� EXTERIOR METAL ~FOR SPACING STRUCTURE D.L OPG. 4 .4 ley WOOD BUCKS — WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 4m XO LAYOUT OX OPPOSITE CE) OE 3 tj- 0 -3W 1/4* MAX. _VENT WIDTH n M6 REINFORCING TYPICAL ANCHORS 114* MAX. —SEE ELEV. Q, Ui t; c', :e co n nog M51 E6 ES 1416) fUl61 .MB; AS REOD. SEE ELEVS. SHIMS FOR SPACING c,, z 1 2' in It gig Fgj . .... .... . .. .... .2 M16 M5 fm 17,1 EXTERIOR (Efl117' lay - WOOD BUCKS c WINDOW WIDTH1 2 . on TYPICAL ANCHORS SEE ELEV. XOX LAYOUT PRODUCT RENEWED as complyin with the Florida PRODUCT REVISED In with the Florida kIIIIIIIII, as =11. VL Bu/� FOR SPACING Building Coe NOA-No. 21-0608.03 NOA-No. 20-1208.07 p,. FAIj _• r^ 'r-- Expiration DatoX111 912027 Ex Iration Data -`111912022 By By: No. 81223 i j Mla—mT--Pado—Pro du—co-hqo-V- Mlam pado Produc;rC trot {� `, _ DEC 0 120 ? i '' drawing no. L W 16-861 _7 ...... 11heet 6 of I 1J TTMA i� . - '1510 3003 98-9 lM �:�`�:�`• Lou 6utMOJp j �r ; n 31d►iS O r 4 • • • 4 1' Iai O.i`onPwd ap asalN s • • N Eam'ON sim3O MOONIM 210d 9 -T 4 S133HS 33S zzozrs I r .N30� �� M ni I \ °i .� ,��i LOTOZ Voz 'ON -VON i o m s c �,��► 111 �aRljold 043 4iE+�►aP D aulplinB GujAjdLuO3 so g s g g 03SIA3H .LonGONd 1� 00 _ 0 H101M MOONIM l aoo anpoid opa cualN N e Ag • I ONtowdS UO3 1 LZOZ166/LOa&aO aoi:wjidx v "A3113 33S - . SHOHOM/ ,VJldAl i *ON -VON 1' , £O'80S0-bZ opoO BuiPlinB appold ay; 441M Bul/Ildutoa sa rn 03M3N3a iana0ad d , �r.LL4m �N v r Z $'A313 33S T v t SUGHMV IV31dAI z m • z xo !8 jQ o �� SMHS 'xvn .v/ i rz,� u N 0rn i E Ir z i v III 3_`°�n D 2 In 'JN10Vd5 u0! SNIOVdS 210d MIMS HOd Cc on 'A313 33S -- i A313 33S 'A313 33S 52lOH0NV TrJIdJLL �, S2iOH0NV iVJIdAI SiiO110NV iV9ldJLL i i IA �+ O I 1131 � z ! It x t go14 X ; R` tl � 1 tCAft� ,Igo V I � 4 � '1SI0 3003 � '` 1 • v ZVON 31VdVd3S 33S IMMS v . • • SHONO V N0mnn 3P NOITHII'i 1V13n '1St0 3003 f s_ O3A02lddV JUNfl00 30V0-IWVtri �� w L510 3903 I TYPICAL ANCHORS ILLUSTRATIVE DTLS. ONLY SEE ELEV. EXT. OR INT. FINISHES FOR SPACING NOT BY E.S. WDW. z ; TYPICAL ANCHORS: SEE ELEV. FOR SPACING 810 WOOD SCREWS (GRADE 2 CRS) i -- -�- - 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES -- ! 1-1/2" MIN. PENETRATION INTO WOOD l H 1 E13 ALT. 10 TEKS/SELF DRILLING SCREWS AT 6 MOM ENDS AND 12 O.C. MAX. 1 /4' MAX. GAP 1/2" MIN. w 0 s 0 ALT. W 1 rE X W c ALT. 110 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. y_ ip��1�... _. _. i.. 10 ro m oil 1 m m O b e Q Z 0. 3 O�peo V S 0 t f= �! Oa0O A a za O N C � 3 � m 0 v � V J C J W �Nvr, N 00�M10 oc pdM1 i z 3 J 10 g 3C 2E 1Ln rdna CAI ANCHORS SEE ELEV. —J EXTERIOR PRODUCT RENEWED :!�' FOR SPACING as complying with the Florida o I. WINDOW WIDTH Building CodeN. ! i -� — NOA-No. 21-0608.03 Expiration Date.0111912027 0 $ $ $.b By Miam a o Product C�Onl101 PRODUCT REVISED > $ as comp) ngg with the Florida 1111111/1� < m o Buildingodo ``��t ` F NOA-No. 20.1208.07 n INSTALLATION DETAILS WITH FIN F.AZ(E.�R Ex Iration Oat a• 111912022 ��'�:•'1l 8F I P r SEE SHEETS 4 do 6 FOR WINDOW DETAILS By No. 23 `r ! ' 3 Miam de Produ trol i DEC U 121,,1. o V QF �% drawing no. #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. l7 M / PART / 1 RBgD. I DHSC1t MON MATERIAL. MANF./SUPPIffiR/REYAM El E2 ES-EL104 ES-EL201 } 1 FRAME HEAD FRAME SELL --- _ ^ - _ -- SILL TRACK 6063-76 - - 1 6063-T6 E3 _ ES-EL202 1 6063-T6 - E4 ES-EL102_ j 2 2 1 1 2 FRAME JAMS (OPERATING) - - FRAME JAMB (FIXED) + 6063-T6 _ - E4.1 ES ES-EL101A 1 ES-ELI05 ES-EL106 ES-EL107 ES-EL108A 6063-T6 INTERLOCK STILE JAMB STILE VENT TOP k BOTTOM RAIL FIXED MTG. STILE GLAZING BEAD (5/16• LAM GLASS) GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - E6 6063-T6 6063-T6 6063-T6 - - E7 E8 1 - - - - - E9 ES-EL109 AS ROD. 6063-T6 E10 ES-EL110 AS ROD. 6063-76 EIOA Ell El IA ES-EL123 ES-EL111 ES-EL116 ES-EL112 ES-EL115 AS ROD. GLAZING BEAD (7/16- LAM. GLASS) GLAZING BEAD (LNSUL LAM GLASS) GLAZING BEAD (INSUL LAM GLASS) FLUSH FRAME ADAPTER FLUSH FRAME ADAPTER WITH FIN HEAD SCREW COVER SILL RISER INTERLOCK STILE STIFFENER FIX. MM. STILE STIFFENER JAMB SCREW COVER GLAZING BEAD BULB EXTERIOR LEAF GASKET EXTERIOR WEDGE GASKET SETTING BLOCK AT 1/4 POINTS (LAM. MASS) SETTING BLOCK AT 1/4 POINTS (INSUL LAM. CLASS) VENT STOP PILE WSTRIPPtNG WITH PLASTIC FIN — - — 6063-T6 AS ROD. 6063-T6 AS ROD. 6053-76 E12 E13 AS REOD. AS REOD. AS REOD. AS REOD. 6063-T6 6063-76 6063-T6 E14 E15 E16 ES-EL114 ES-2011 - - - - - DUROMETER 60*5 SHORE A DUROMETER 60*5 SHORE A DUROMETER 65t5 SHORE A DUROMETER 80*5 SHORE A i DUROMETER 80*5 SHORE A I - - --- ALTERNATE TO SWEEP LATCH - - - FH SMS PH SMS PH SMS 6063-TS ES-EL220 AS REOD. 6005-1`5 E17 E18 ES-EL221 AS REOD. 6005-T5 ES-EL113A AS REOD. 6063-TG M1 M1A ES-500SA EL100-GO2 AS REOD. AS REOD. SILICONE SILICONE SILICONE STLKCONE SILICONE M18 ES-H-340-G05 80-372A t ELIOO-8801 EL100-301 W2321INO SKOB-4010 ES-1012 AS REOD. 2/ LITE 2/ LITE AS REOD. M2 M3 M4 RIC0 PVC M5 AS REOD. POLYPROPYLENE -- M6 M7 2/ VENT 2/ LATCH SPRING LOADED LATCH LATCH SPRING SWEEP LATCHWAX WEEP HOLE COVER LEFT NOTCH CAP RIGHT NOTCH CAP 3/4- X 3/4- RETIC FOAM PAD ROLLER ROLLER HOUSING FLUSH FRAME ADAPTER ASSEMBLY FASTENERS FRAME AND VENT ASSEMBLY FASTENERS FRAME SILL ASSEMBLY FASTENERS SWEEP LATCH FASTENERS ASSEMBLY FASTENERS FOR FLUSH ADAPTER 6063-T6 ST. STEEL SL302-XX ES-1000-PAL 2/ VENT r 2 RIGID PVC - NYLON ES-1000-PIR - NYLON FOAM U13 WPSA-Nt 2 TAR-16019P-A 2 2 - - - POLYAMIDE do ACETAL; M14 TAR- 16019P POLYAMIDE U15 M16 08 X 1- jB X 1` (8 X 3' ST STEEL St. STEEL M17 ST. STEEL ST. STEEL ST. STEEL M18 %8 X 3/4' - - FH SMS M20 /4" PH SMS PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 21-0608.03 Expiration Data-0111912027 By Mlam a o rouc Con PRODUCT REVISED as conrptytngg with the Florida Bu!!ding Codo NOA-No. 20-1208.07 Expiration Date• 1119/2022 By: Mlaen adc Prod.gr!C trot DEC 4 120': ��itTi�tl�� i `�%F Sri �.. No.8T22r3 =o' SMITE QF •• �U O yw a ,Iles ogaW on 0 CL a 0 aU)0 �x�+_o y oa2 i j ii X a11t drawing no. W16-86 FRAME HEAD FRAME SILL - 062 .312 250 r F- 1.357 -T SILL TRACK . 2.814 -� 2.313 ----- ; 1_ 062 j i T P. i 2.917 3.141 -� .875� 639 :� FRAME JAMB (OPERATING) JAMB STILE t.93e oso TYP. I •062 1.1i 87 1.474 DO 1.313 l E5) INTERLOCK STILE 2.049 1.407 1.187 1 .062 j TYP. i- 1.374 FIXED MTG. STILE .719 - - T-- +{ I 1 .062 I 2.917 2.987 050 TYP. 1.187 ' -,.625 L1.562 4® FRAME JAMB (FIXED) -1.633 i .519-1---�j T - --f T- I-- i .625- 050 .974 .62j S _ .050 .97 �1 .202 202 O E10 .6 08 1.0624I 1.260-J E7 j VENT TOP/80TTOM RAIL I .040 1.740 -.4 1--.277 118`, JAMB SCREW COVER - .040 Ljj�308 -i .625 L Eta; HEAD SCREW COVER 2.857------j 1 .045 j J� -7 .50a .625 2.780 (E12j FLUSH FRAME ADAPTER ;Et? FLUSH FRAME ADAPTER WITH FIN .0509- t- .135 jI .a57CD 4 .62� 5 4 .6I .062 9�4 .62t 5 062 9�4 Z w` Ir202 202 Z02 pa 0 h Q Cl 0. EIOA Et t E11A 0 N � tai GLAZING BEADS � 0 t o= i 1.163 1.122- 1 0 O Cdoo 0 188 �1251.025 6 _ 1.078 078 1.421 'Et6 INTERLOCK STILE STIFFENER ; US' SPRING LOADED LATCH j .513 n a10 1.233 .125 I 1.013 n {{ 2_ & W - 4 .826 J 0! Et? FIX. MTG. STILE STIFFENER 3 a .165--� .068 g 3z4 N o2 - I Lj (YRJ Ln a J M i 2.500 ` 2.000 .046 _,i ..i T I I �r _ Ela SILL RISER t o, 5�jW3�WII I Ip1U1i, $i{j ib 2 212�iSii_ Or - N'NiNI PRODUCT RENEWED PRODUCT REVISED as complying with tho Florida 21-0608.03 as complying with tho Florida Building Codo 20.1208.07 \, �'.. F.` N01ding MNo.Codo NOA-No, ��\ %� Expiration Date-0111912027 Expiration Data• 111912022 .`�ueF••••, ! o ii r ti By eA Miam a e Prociuct con t Bya Mlam pade Produc,VCq trot No.8U23 •��! SATE 0i� � f drowing no. Y� 9 O^M - a ao O o 0qC • � Aye A 9 p Om r44► .� C J Z 6 5 b g 0 0 of 0 )� c C o v a - V W n Ii 0 M x Op-0 3 do O 0 v C 9 a m° -OI W aim emh � N o �� om 0 Mc 'u a_ O a V n fij7,•.'�i4 ' ��'�i l a.e.: t2-19-1s revisions a AO 0 e .11.17 0 09.27.17 OD 3 O i0 Q,, bY? -YAR-o C Oi.t2.t6 0 05.22.20 Qi P F. W. 7 ES-EL200 HORIZONTAL ROLLING ALUM. WDW. (i 1Cfip 1071_ CwwCE THS SHED. _...._._ — E.S. WINDOWS, Lac CwwcE MS Seca 3550 N.W. 49 STREET CK9QE THS Wrf MIAMI. FL. 33142 IRAL REYMN -" L-- TEL. (305) 635-5151 FAX. (305) 638-5156 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SUITE 220 MIAMI. FLORIDA 33173 (C.A.N. 3538) ` TWL. (305) 284.8100 FA%. (305) 2CM6978 COMP-ANLIW16-S6E F2EC�IV`�i� MI® M M. JUN 3 0 2023 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (N(D6� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. m a m i dade.aov/buildina E.S. Windows, LLC 3550 NW 49" Street APP,,OVED Miami, FL 33142 �J 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 Ilaving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL-150" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.1)", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 through 9 of 9, dated 1 I/13/16, with revision D dated 06/12/21, prepared by Al- Farooq Corporation, signed and sealed by Jalal Farooq, 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, Barranquilla, Colombia, 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 No. 21-0708.03 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. 22.0105.01 Expiration Date: May 18, 2027 Approval Date: February 10, 2022 T2121222 Page I E.S. 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. 16-0617.05) 2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 through 9 of 9, dated 11 / 13/ 16, with revision D dated 06/ 15/21, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA No. 21-0708.03) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Safety Performance Test, (class A) per ANSI Z97.1 along with marked -up drawings and installation diagram of a series EL-150 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-12002, dated 04/30/20, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 20-1223.01) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Safety Performance Test, (class A) per ANSI Z97.1 along with marked -up drawings and installation diagram of a series EL-150 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-11035, dated 04/30/20, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 20-1223.01) 3. 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Safety Performance Test, (class A) per ANSI Z97.1 along with marked -up drawings and installation diagram of a series EL-150 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-11027, dated 04/23/20, signed and sealed by Ilaimis Ortega, P.E. (Submitted under NOA No. 20-1223.01) Manuel Perez, P.E. Product Control Er05.0 r NOA No. 22 Expiration Date: May 18, 7 Approval Date: February 10, 2022 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) B. TESTS (CONTINUED) 4. 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated 11/14/16, and revised on 05/10/17, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.05) 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 marked -up drawings and installation diagram of aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated 05/10/17, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 11/16/16, revised on 12/21/16, updated on 11/09/20 to comply with FBC 7th Edition (2020) and further revised on 06/29/21 to include additional window sizes, prepared by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA No. 21-0708.03) 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. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 11/19/20, expiring on 07/08/24. 2. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 11/19/20, expiring on 07/04/23. 3. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/11/23. 4. Notice of Acceptance No. 20-0622.02 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interla ers" dated 08/06/20 *ring on 04/14/23. .�A -Z . , .. ,. r" _ Manuel PErez, P.E.' Product Control Exa r NOA No. 22 105.0 Expiration Date: May 18, 7 Approval Date: February 10, 2022 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 7th Edition (2020) dated June 25, 2021, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, RE (Submitted under NOA No. 21-0708.03) 2. Statement letter of conformance, complying with FBC 6th Edition (2017), with FBC 7th Edition (2020), and of no financial interest, dated November 09, 2020, issued by Al- Farooq Corporation, signed and sealed by Jalal Farooq, P.E. (Submitted under NOA No. 20-1223.01) 3. Proposal No. 18-0784 issued by the Product Control Section, dated June 29, 2018, signed by Manuel Perez, P.E. (Submitted under NOA No. 20-1223.01) 4. Proposal No. 19-1230 issued by the Product Control Section, dated November 18, 2019, signed by Manuel Perez, P.E. (Submitted under NOA No. 20-1223.01) G. OTHERS 1. Notice of Acceptance No. 20-1223.01, issued to E.S. Windows, LLC, for their Series "EL-150" Aluminum Fixed Window — L.M.I., approved on 04/22/21 and expiring on 05/18/22. Manuel Perez, P.E. Product Control Exa r NOA No. 22 05.0 Expiration Date: May 18, 7 Approval Date: February 10, 2022 E-3 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. 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. 20-0915.22 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 11/19/20, expiring on 07/08/24. 2. Notice of Acceptance No. 20-0915.19 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 11 / 19/20, expiring on 07/04/23. 3. Notice of Acceptance No. 20-0622.03 issued to Eastman Chemical Company (MA) for their "Saflex Storm - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 08/06/20, expiring on 12/11/23. 4. Notice of Acceptance No. 20-0622.02 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 08/06/20, expiring on 04/ 14/23 . F. STATEMENTS 1. Statement letter of conformance, complying with FBC 71" Edition (2020) dated February 20, 2020, issued by Al-Farooq Corporation, signed and sealed by Jalal Farooq, P.E. G. OTHERS 1. Notice of Acceptance No. 21-0708.03, issued to E.S. Windows, LLC, for their Series "EL-150" Aluminum Fixed Windows — L.M.I., approved on 09/02/21 and expiring on 05/ 18/22. Manuel Perez, P.E. Product Control Exa NOA No. 22 05.0 Expiration Date: May 18, 7 Approval Date: February 10, 2022 E-4 6 60 W WIND WID WINDOW WIDTH 7/8" 56 7/8' 48' iO I.L. OPG. D.L. OPG. WINDOW WIDTH Z 12" 12" 44 7/8- z N 6' MAX. MAX. 6" Max. MAX. 1"' w Z a a HEAD/SILL HEAD HEAD/SILL FA rff D.L. OPG. a s N oSELL CORNERS 6 12" a U G" MAX. MAX. O n HEAD/SILL A HEAD a, CORNERS 7 SILL p n 11 Dann 0 add 0 & tz o 5 I u I 6 C jl II If 11 11 II II II Y. z p p IIt== c� I u t w m fd I I W co ci 1 u I I I zrl- _ o -- '--- u----' I a W o w q o---=___ J o p to ci T' =-_'===�Finaa ac- N W --_ ---9F-== =_= N m O O --- ---_ _-- N co •r2 11 N It II II It II p li=- a it a it I� if 3 --JL----I---- --_- ---ter-------Ir--- J Jw. Q Q: FALSE MUNTIN B an x mW B cow 0 CX 3 N a a (SURFACE APPLIED) 4 Cr 6 Q2 i 7 z X ,� MAY BE USED v so '� 0 m v Z - m ES—EL150 FIXED ALUMINUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 AND 3.1. 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. TYPICAL ELEVATION TYPICAL ELEVATION LO 3 LL FLANGE FRAM FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FIN ADAPTER w N N WINDO PRODUCT RENEWED GLASS T WITH FIN FRAME ADAPTERS LIMITED TO GLASS TYPES 'A'. 'Ai'. 'B', 'OI' & 'Ei' ONLY w 41 Ln Q J as compsyin with the Florida Building Code NOS►• -No. 22-0105.01 Expiration Date• S11812027 DAYLITE OPENINGS. G G By: D.L.O. HEIGHT = WINDOW HEIGHT - 3.125" Mlam ade Proda >trol D.L.O. WIDTH = WINDOW WIDTH - 3.125" THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE .p c ~ CO. REOUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE o B' INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE WINDOWS WITH GLASS TYPES 'AAA, *BBB & 'AAi' COMPLY 0 U W o $ e Z. DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. WITH REQUIREMENTS OF ANSI Z97.1. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 9 = = _ MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. c on n 8 N n 9R A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 11I I1Il c < m u o ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.\ ` i PRODUCT REVISED �� . .......... e o MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT as complying with the Florida �.` ��.•' 1,10EN, �� i 1 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE Building Code REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. NOA-No. 21-0708.03 Na, 22 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION Expiration Data• 5/18/2022 FOR A SITE SPECIFIC PROJECT. i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY - THIS PRODUCT AND SEALING AROUND OPENING FOR = v !0- o a OF STRUCTURE RECEIVING By ;'O WATER INFILTRATION RESISTANCE ETC. '• drawing no. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. Miam ado Prouc,YC dtrol A •� , �O : ` `� AND TO BE REVIEWED BY BUILDING OFFICIAL. ��j`'s�•'G` ��A/S��A�1►`'�`` W16-70 DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. JUL 0 6 202.E sheet 1 of 9 1/0- HEAT STREN'D. CLASS 090' Interloyer Trasifoi PVB OR •Kuraray Americo. Inc.' 090- Intorloyer SentryGlas 0 'Kuraray Americo, Inc.' 090" Interloyer Softcx Clear And Color Class 0 'Eastman Chemical Co.' 075' lnterlayer Soflex CP With PET Core By 'Eastman Chemical Co.' 1/4- HEAT STREN'D. C 9 M2 SILICONE DOWSIL 795 c� / I 0021.983 I DOWSIL INSTANT ex CC 9 R a/ M3 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS 1/8' TEMP. CLASS 5/16- AIR SPACE 1/8- HEAT STREN'D. GLASS 090' Interloyer Trosifol PVB By 'Kuraray Americo. Inc.' 090' Interlayer SentryGlas 'Kuraray Americo. Inc.' OR 090' Interloyer Satlax Clear And Color Gloss By 'Eastman Chemical Co.' OR 075" Intarloyer Satlex CP With PET Core By 'Eastman Chemical Co.' 1/4- HS. CLASS SILICONE DOWSIL 795 OOWStL 983 z DOWSIL INSTANT GLAZE III M2 II� / II b III E4 AT 1/4 POINTS W M4 ALL SIZES GLASS TYPE 'Ai' 7/8' OVERALL INSUL. LAM. GLASS /16- HEAT STREW . S 090" Interloyer Trasifoi PVB 0 'Kuraray Americo. Inc. 090" tntertayer SentryGlas By 'Kuraray Americo, tnc.' OR .090" Interloyer Satlex Clear And Color Glass 'Eastman Chemical Co.' OR _ 07S Interloyer Soffox CP With PET Core By 'Eastmon Chemical Co.' 3/16- HEAT STREN'0. GLASS z m SILICONE rNir M2 I DOWSIL 795 DO21. 983 III / t li DOWStL INSTANT GLAZE III �1 AT 1/4 POINTS ON LtTES WIDER THAN 36' ONLY GLASS TYPE 'B' 7/16- OVERALL LAM. GLASS GI AZING OPTIONS 5/16- AIR SPACE 5/32- HEAT STREN'D. CLASS 090" Interloyer Trosifol PVB 0 'Kuraray America. Inc.' 090' Interlayer SentryGtas 'Kuraray America. Inc.' O 090' Interloyer Soflex Clear And Color Closs 'Eastman Chemical Co.' OR 075" Interlayer Satlex CP With PET Core By 'Eastman Chemical Co.' 5/32- HEAT SIREN-D. GLASS SILICONE DOWSIL 795 DOWSIL 983 z Ln DOWSIL INSTANT GLAZE III M2 I oIx E4Ir A7 1/4 POINTS M4 ALL SIZES GLASS TYPE 'Di' 7/8' OVERALL INSUL. LAM. GLASS v �4ft W o 1 ro 1 W Oz Z�• � Z Q C < 1 o 0 a a d' Op`0 O v w N 0 G u) A» 0K0Qg 0 43 b (� O a a 5/16" AIR SPACE CONSISTING OF: SPACER: 'HELIMA' Q U. a LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' Q W AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE ^ DOWSIL 791 -+ GE 2000 iO 3 'D z UF 1/4' TEMP. CLASS J J It i 5/16- AIR SPACE < 0 Cr Y) in C 1/8- HEAT STREN'D. CLASSti- Q v M a 090" Interloyer 0 Z 3 - Trositol PV8 in 3 Z L n By 'Kuroray America, Inc.' OR W I . n Ntp�.. 090. Intorloyar PRODUCT RENEWED to w inSont W r'1 los as coIyin with the Florida By 'Ku troy America. Inc: Building Code OR NOA-No. 32-0105.01 090' Interloyer Fat fration Dato• 5/18/2027 Saflax Clear And Color Glass By 'Eastman Chemical Co.' By; OR 075' Intorloyer Mlsm ado Product'C , trol `n In Saflex CP With PET Core SILICONE By 'Eastman Chemical Co.' DOWSIL 791 PRODUCTREVISED (1/8- X 1/16') I/8- HS. GLASS as conplaondewlth the Florida c: a ; H " NOA-No. 21.0708.03 $ 0 „ SILICONE Ex Iratlon Date, 511812022 DOWSIL 795 = a m Byi NN M28 Misro , ado ProducYC trail o'�a^ ao�i109 8 9 0 < m cr o ......... No.81223 E4A E C� M4 AT 1/4 POINTS •�• 'i v ALL SIZES I jv� �� GLASS TYPE 'Ei' '••'••.OR drawing no. �ii � \� 7/8. OVERALL INSUL. LAM. CLASS J UL 4 6 4i1 /SS�QAA1\� w1 6-76 1/8' HEAT STREN'D. GLASS 090" Interloyer SenlryGlos By 'Kuroroy Americo. Inc.' 1/4' HEAT STREN'D. CLASS SILICONE \ DOWSIL 795 z III N li o � E7A AT 1/4 POINTS ON UTES WIDER THIN 36' ONLY GLASS TYPE 'AA' 7/16' OVERALL LAM. GLASS 1/8" HEAT STREN'0. GLASS 090" Interlayer SentryGlas By 'Kuroroy America, Inc.' 1 1/4" HEAT STREN'0. GLASS SILICONE !— DOWSIL 795 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY 1/8- TEMP. CLASS 5/16" AIR SPACE 1/8' HEAT STREN'D. GLASS .090' Inteeloyer SentryGlas SILICONE By 'Kuraray Americo. Inc. DOWStL 791 (1/6" X 1/4' 1/4' HS. GLASS SILICONE ro f DOWSIL 795 z In S N M20 \v 1 I c _ X ICJ D tl/ W E4A \ I AT 1/4 POINTS Ms ALL SIZES GLASS TYPE 'AAi' 7/8" OVERALL INSUL LAM. CLASS 3/16" HEAT STREN'D. GLASS 090' Intorloycr SentryGlos By Kuraray America, Inc.' 3/16' HEAT STREN'D. GLASS m SILICONE z M2 DOWSIL 795 I: p 111/ O E7 C AT 1/4 POINTS ON LITES M3 WIDER THAN 36' ONLY GLASS TYPE 'BB' 7/16" OVERALL LAM. GLASS 5/16' AIR SPACE CONSISTING OF: SPACER: 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOWSIL 791 GE 2000 �U �(t 0 1 m 3/16" HEAT STREN'D. GLASS 090' Interloyer SentryGtas w Z 03 p 0 -r By 'Kuroroy America. Inc.' F p 3/16" HEAT STREN'D. 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Q 4i to a g FOR SPACING FOR SPACING FOR SPACING m 'A p a WOOD BUCKS AND METAL STRUCTURE NOT BY 'E.S. WINDOWS' :1 0 _ j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM Q 60 AND TRANSFER THEM TO THE BUILDING STRUCTURE. r--lr---- ANCHORS: fLEPACING n 1f4' DIA. TAPCON 8Y •tTWKSI. Fy=to0 3 m j/4" DuL ULTRACON+ BY(Fu=164 KSt. Fy-I KSI) 3 M ro INTO 28Y WOOD BUCKS OTRUCTURES g 1-1/2' MIN. PENETRATIONOD (HEAD/SILL/JA S) z �- THRU 1 BY BUCKS INTO CASONRY j Ci MBED INTO E H JAMBS) i o 1-1/4" MIN. EMBED IN JAMBS) o U cn v N 3 a w g c DIRECTLY INTO CONCRETE OR MASONRY 00 v M i' £ O 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) c Z � Bi 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) J 3 Z t` N EW+ 1/4" DIA, TEKS OR SELF DBILLING SCREWS (GRADE 5 CRS) W N C) a x O MIAMI-DAOE COUNTY APPROVED MULLIONS W W M OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) I (STEEL IN CONT PLATED OR PAINTED) c o TYPICALEDGE DISTANCE ° INTO CONCRETE AND MASONRY = 2" MIN. u W INTO WOOD STRUCTURE = 1' MIN. 0 g i INTO METAL STRUCTURE = 3/4' MIN. SILL OR - id ,. O E2 H2 CONCRETE AT HEAD. SILL OR JAMBS f'c a 3000 PSI MIN. a C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm 2000 PSI MIN. I "mm PRODUCT RENEWED t 11111 f f< m o as complying with the Florida I Mt Mt Building Code PRODUCT REVISED E1 + Et I NOA-No. 22-0105.01 as consping with the Florida Building o o V•' ^ ' $ a • • Ex tratlo° Date• S/1812027 NOA-No. 21-0708.03 ' r c. a i ey: Ex Italian Data• 5/18/2022 ` • • a y • •. ♦ ' r • miam ade Produc�!'C tr01 .a ■ EDGE DIST. r + r 16Y - • WOOD BUCK Mlans pado Prodae�!'C trol �0 •' A OF ••� drawing no. • TYPICAL ANCHORS rdnC L ANCHORS% ° • G W 16-70 FSEE ELEV. OR SPACING EDGE DIST. - SEE SING ti1�11 0 U 2U2A �'��S�DAIA1-t �� sheet 4 of 9 FOR SPACING n 1/4" MAX. MIAM1-DADE COUNTY APPROVED MULLION SEE SEPARATE APPROVAL rr---�1 it l I; ;I a 1/4" MAX. SHIMS a �' '� • � ' • TYPICAL ANCHORS L ANCHORS C SEE ELEV. PACING 4 e FOR SPACING rn -00 w ° W a WOOD BUCKS 4° ° ' 4 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING ro O g e N HW �� Q L n �00`,0 iL N v Lc U. ��7Nn � O> O CO��QS ONNa� O QLriMn L6,n ul N - o JCIO< Q6oi J u L] 3 a .. z j J - Jw Q 0' X3 0, M in � p�r'1m n N Z 3 JLU .. I in USIn Q laJ W fn PRODUCT RENEWED PRODUCT REVISED as complying with the Florida 1 as complying with the Florida Building Cade Building Code �►CEN � �•,••' � = � � NOA-No. 22-0105.07 NOA-No. 21-0708103 � No 3 Eiation Data By, ExIatton Date•5/$l2022 By; �yy • • M C V Y 11 O � q NUam ado Produrc4trof N1iam ade Produet'C trol ��®-'•- F �S�Q�.11.11% 41L 0 6 2021 sheep t S WIHDOYM HEIGHT _ EXTERIOR � v m � m 0 v • N rl 1 1/2" ryi • 1 •1127 v Arn • • cm o �n1- Q � n 0 m m u� a 1/4- MAX. 1/4" MAX. SHIMS SHIMS 0 En Wm� a Imo r ; An yz �d m > y a � 1 /4" MAX. ,A., SHIM v, y o � _ i = __" Icx EDGE DIST. O I y i I �R, Ij .� Cm0 �mr=j j ;nj1 0. E d • p N - y Gay All A r� - s.r • •� • H i p'�il t 1 I it a w1lu I` --------'I O m L•--------� a WC3 toao O o p z 0 0 p g (7 s r Qm C.: c N » c No a0 oa Nw m �`,,11111TI�IMl��,��' z WON � 0 ao O \\\rr% ... O C •9 �-........... • •� i S jF >:��'PI= w N _ :o 0 00 N O n � n a aotr. 11-13-16 revisions: - i� ES-EL150 FIXED ALUMINUM WDW. (L.M.I.) AL-FAROOQ CORPORATION a ."a o no date by description ENGINEERS & PRODUCT DEVELOPMENT rt �, KoNr 1/2• 1" A OS.1x.17 NO CHANGE THIS SHEET E.S. WINDOWS, LLC 9360 SUNSET DRIVE, SUITE 220 f pl C 11.22.17 NO CHANGE TWS SHEET 3550 N.W. 49 STREET MIAMI, FLORIDA 33173 (C.A.N. 3538) C 2 ar. Ey: TARro c oaxx.xo GENERAL RE TWS MIAMI, FL. 33142 - EL. (305) 28"100 FAX (305) 262.6978 2 D Da�ts_2t HD CHANCE THIS SHEET COMP-AHL W16-TOES eD ° cer, by: TEL (305) 838-5151 FAX. (305) 638-5158 --` TYPICAL ANCHORS ILLUSTRATWE OTLS. ONLY SEE ELEV. FOR SPACING EXT. OR INT. FINISHES NOT BY E.S. z wOvv. Z N TYPICAL ANCHORS: SEE ELEV. FOR SPACING 910 WOOD SCREWS (GRADE 2 CRS) dr p c— 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �0e10 p a g 1-1/2' MEN. PENETRATION INTO WOOD p W C 0$y� A Es o cy °"� Caa'" 8 0aca.4 ALT. 0 Re H N #10 TEKS/SELF DRILLING SCREWS 2 o AT 6 FROM ENDS AND 12 O.C. MAX. Q W fA 1/4- MAX. �j a GAP v a 1/2' MIN. 3 3 � e I J tj O: O E6 ALT. W N a W r p�� w� �G #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS p z 3 W AND 12 O.C. MAX. J Z R _ m w 41 M PRODUCT RENEWED TYPICAL SEE ANC ELEV HORSEXTERIOR Bs ; glo gowlth the Florida o FOR SPACING poi NOA-No. d 22-010S.01 k /10 TEKS/SELF DRILLUNG SCREWS WINDOW WIDTH E:: !ration Dato• 5/18/2027 q AT 6 FROM ENDS v i 2 d 2 AND 12 O.C. MAX. By: Mlam ado Produc,YC 1 � _ N g O � co Es �o�^gyp PRODUCT REVISED ��`�S-„ as Iromp)yy11ng with the Florida =10 �� ,• u BF •,�• �, Bullding ^ NOK•-No. 21.0708.03 No. 81223 INSTALLATION DETAILS WITH FIN FRAME ADAPTERS SEE SHEETS 4& 5 FOR WINDOW DETAILS Ex lratlon Date: 5/18/2022 BV2v _ - _ = '. 0 h 5 Mlam ado Produ trot TYP+CAL ANCHORS�'••ftc SEE ELEV. �. 0 1li�i 1� 6 �/l1L ` sheet 7 of 9 FOR SPACING �� ll/1ff1 ll1 � m �rN� c N fn M N O + _ rn -n co L.0 mrn V GD m I rn t0 D O to m O V J11..--._ 0 y N v o a h O M P9 m Ni Io] a z N z � V P W 9 N N N A C N N N m V A f b b p N�j N i0 LV 'i 3 w zw2-o t: w .. Z}E00 o Omoc 20 17 � Cf 9 m mg W o�70 c N sC to �m a N g ;-a N W m Zp c q '0 ttt11111111/�/ s n � VA d //p O m y C a 2 aye n co co ch n�9 0 o In tv �r •v N �— N N CL i W 0 C S O fL a dote: >>_ty_tg revisions: ES-EL150 FIXED ALUMINUM WDW. (L.M.I.) AL-FAROOQ CORPORATION a no date escrl ton T —a ENGINEERS & PRODUCT DEVELOPMENT �, eeole: t 2' t' A 05.12.17 REV. PER RER COuuEMs E.S. wiivoows LL(.` Ott ,o ' 8 t 1.27.17 No CNNdGE rills SHED MIAM . FLORIDAUNSEDRIVE. SUITE 22( 3550 N.W. 49 STREET MIAMI. FI ORI33173 (CA.N. 3538) ° I Qr• by: TARIO C 08.22.20 CENERJ l aEvtstoN MIAMI. FL. 33142 TEL (305) 26443100 FAX (3GB) 262-61378 0 os.,s.2, No ataNCE TNts SHEET coMa-nNl�w)s-�o�s aD 0 cnk. by TEL. (305) 638-5157 FAX. (305) 638-5158 c` N � W W V � (mJi D A N m 8r i N fr1 �1 O IM/1 �.I 1M/1 fA IM/1 N tmR troll afr�t1 y 'tf pp I I Gpp 1 11 1 I I 1 I mI � I N O D � C1 � N O tr Oy D • W O O N O N �� CA VI N [!1 O O G O O 2 G� O � O C'f m� C� x H N v Si to C C In v_t C C N 1 C 01 OI rn rn � z m � a, a, « � a, �wwww � � ooi � m m m m M �I -a m m o. m m a rn of s c c � � c c A A c= S g o C N N Uµi N N \ z z z z z 0 0 0 0 0 fA•1 f��l a a f��l f�.l a s f�.t a tV �n 2� 2� u o r2n o 0 m m zwoz ale soO PtD'C e 2 pfA N m c b m 3 m = N O av v+ n a :4 0�-� ii a o omvC0 ° o g C J _ o H co C - 0 3 - •\ Nwto y. •c �� s r a acln: 11-13-1a rcvtslons: _ ES-EL150 FIXED ALUMINUM WDW. (L.M.I.) AL-FAROOQ CORPORATION a p no date T7 aCSCrIon ENGINEERS & PRODUCT DEVELOPMENT - �. ftWO: 1/2• . I• • 05.12.17 NO CHANCE THIS SHEET E.S. WINDOWS, LLC f' t0 0 B 11.27.17 NO CHANCE THIS SHEET 9360 SUNSET DRIVE. SUITE 220 3550 N.W. 49 STREET MIAMI. FLORIDA 33173 (C.A.N. 3.1 `. Gr. by: TARIO C 06.22.2D GENERAL REVISION J G D Da.1s.21 NO CHANGE THIS SHEET MlAMI, FL. 33142 TEE. (305) 2tiMBloo FAX. (305)2e2-6978 to 0 chk. by: TEL. (305) 638-5151 FAX. (305) 638-5158 COMP-ANL W16-70ES jzv,c,xIVJED NEPTUNE JUNE 06, 2023 JUN 3 0 2023 IMPACT WINDOWS BY: 463328 Chad Lesny - MIAMI SHORES QUOTE ITEMS [.IHlr. LINT. IIAf D= : 'c _M11 f'RC: 'JNII :'111, 1,11,11 i-111 IT 1 fi V CI ES-3000 - SWING DOOR Lea.E SIZE .e _� •.:I 3. AREA 2 q' FINISH k_Afdfi I;U: IJfifd:Z GLAS5 1:3 I]RA'r HS f: D9 VVE 'rRAh.SLUCEf:'T .-iHTE , I;F Ci FAR H', MUNTINS NJ OPENING HIN,61F I I }P.I LOCATION ,Sea(;lI SILL TYPE STAtfDAP.IJ RILL FRAME TYPE E=.'UCM HINGE TYPE f D In1 BOTTOM TYPE STANDANI LOCK ?&) I1ArIli F hi fi+ ] !",Ui ilcu l I MECHANISM A"If) PLUSH HOL:'S tiA:Uf;.E SUP.L! COLOR U)LGR OEFnLII: THRESHOLD PROTECTIVE fzXIEWOP. FILM GLASS c�-i1:.RE FlA3Si.iiYEA COVER TYPE PRE. YC; GLAZED? NOA CERTIFICATION CODE 'I [)] I! 10 2 2 3 i ES-3000 - SWING DOOR LEA' SIZE i1 aid' i 3 - J., V NOA CERTIFICATION AREA I )., 1 r T' FINISH i.br,b CLASS 1:`; Al L", 1-l1. CODE F.',T SMITF - J, MUNTRIS Hu OPENING Hlh',E Rl(;H[ .1141 LOCATION F. SILL TYPE TANllkp, FRA14E TYPE , 'ol;n HINGE TYPE l)-lf; BOTTOM TYPE LOCK M1O HAP.DLE VJlllf &D 1 (-1 MECHANISM (,%9 f L;JY4 COLTS FlI)[JL' Ir. COLOR THRESHOLD PROTECTIVE FILM GLASS COVER IYPE PRE - GLAZED? ES-EL150 - FIXED WINDOW 1117E 19 I/A X 1E 1 1 1 Rc CtRl 11 il 11 PION `.REA NISH I ASS CODS :IUNTIN PIG NOA CERTIFICATION :RAME TYPE FLANGE 1dIFRNAI PSY -X—FBN, I F!L� hROTECTIVE f-00 gli,:p ILM CODE 2 E- ZED! TCS ES-EL200 - HORIZONTAL ROLLER ES-EL200 - HORIZONTAL ROLLER SIZE 5/ ;i:; ;'r, 1 1 AREA 14.114 -1 FINISH A" MA 2,04 GLASS LLAR rl� SCREEN Yell MUNTINS "Ad SILL TYPE FRAME TYPE f ANU PANEL TYPE Eo,A! MEETING PAIL PROTECTIVE No FILM LOCKING MECHANISM PRE. GLAZED? SIZE 73 ' q X AREA FINISH GLASS C- i O,n! j I" CLI 10. I" SCREEN TEl MUNTINS 1 0 SILL TYPE --,T"i ),RD FRAME TYPE I ;Af :! PAMELTYPE L Q h,, L MEETING RAIL PROTECTIVE FILM LOCKING .vEFP I (.C.Y 1 1111 ANIV P.O MECHANISM 37Al PRE. GLAZED? %, ". -lw- FBC CERTIFICATION IN I ; RID" _P" ; 9TLKNL I CODE FL I :,I NOA CERTIFICATION INTf-SH, P-,f EXIERNA P',F (;�, :It) .,., V. CODE UrAC CERTIFICATION I I n, !("z I LX 9 11 FOC CERTIFICATION ,i, ri IIAI j , 1, CODE NOA CERTIFICATION NiflWIN-P— FXTFi J;., I CODE "I )6 118..) 1 NFRC CERTIFICATION 5 I. ES-3000 - SWING DOOR SIZE rU ; 1 }; AREA ][.'.'M , 1' FINISH AAbld 2604 °ROR;Ii GLASS Ifl ;YCAY IIS 1.. - G= PVP I k'rlS; U(: E FIf V1WTP . , MUNTINS GPENINr LOCATION 1 61 F SILL TYPE :UudU6P.L'n1.1 FRAME TYPE l','000 HINGE TYPE .:1-LUS BOTTOM ';1ANL1ARIJ TYPE LOCK NO HAJ.ULL D-fit'PRbP H(iLLti MECHANISM AF,D FLUSH SOLI" 'DOI'ELE C,ORPi COLOR 019R.F°All_? :. !` THRESHOLD PROTECTIVE dXTEPIUP. FILM GLASS UAPL C11As" U"E'a COVER TYPE PRE - Ylr: i GLAZED? 7 ES-EL200- HORIZONTAL ROLLER NOA CERTIFICATION INIEI{f:;,l vS= PXi FltvlAl :'tiV CODE '_t �.,.J..:All SIZE ;17;A'>'SI1112 AREA 25.41F1 FINISH AAMA::aO:I P.I':-:YNIIi` GLASS ':S. GaAi HF - I1.ILi PVD . FIT IL FAIT `5 SCREEN rEl MUNTINS NO SILL TYPE SIAI.�Ai+„ FRAME TYPE F,2t'3C- PANEL TYPE r.;1.A1. MEETING RAIL IA`:JkBu PROTECTIVE FILM NG LOCKING SP;F L O I I'. I I f'il f.FII'i%<IIt` MECHANISM PRE - GLAZED'. FBC CERTIFICATION NTFIAIA: 11:^.IIF�7ERNh-P5F ti5-09 a•.. CEO CODE R21:+i7 NOA CERTIFICATION I[x!Lp.IIAI P51 L%1LRWB.S P=F CODE NFRC CERTIFICATION ES-EL200 - HORIZONTAL ROLLER zo 11 lb SIZE 2211 16" AREA FINISH GLASS I l-'RA" H, nA9 '.I k Qj SCREEN I.. i MUNTINS NU SILL TYPE 1%0�i. -1 lV A B FRAME TYPE -NIC, PANEL TYPE F111"Ill MEETING RAIL PROTECTIVE Ni) LOCKING MECHANISM PRE. 26 11 16" GLAZED' F 52 7/9' ES-EL200 - HORIZONTAL ROLLER 17 11116' 1411/16 II '0 Ili 14 18 11 16� 36 7/8" SIZE ;1 AREA FINISH GLASS li--, SCREEN vrll MUNTIHS I-) SILL TYPE >FANOAIIV, FRAMETYPE I PANELTYPE [QIIL MEETING RAIL gA';fU Pp PROTECTIVE FILM Pn LOCKING MECHANISM ?OA;'A) PRE_ GLAZED? f, ES-MX1500 - FIXED WINDOW SIZE j, A �, { J? I AREA L: I'," FINISH %Ar4f GLASS 16 rIPAY IS 'Al _.L�_'K � ':16 CUARW, MUNTIN jo FRAME TYPE FLANGE PROTECTIVE FILM NO PRE - GLAZED' FRC CERTIFICATION CODE 11 NOA CERTIFICATION I t4I - Z'I, I J,� X, T r I No I CODE NFRC CERTIFICATION IiL tint itlb_'_ .21 ).51 0 1:1 �j FBC CERTIFICATION 5 C CODE I, NOA CERTIFICATION CODE 111118 U- rLJOA CERTIFICATION z ih _` CODE 5 7 7 11 '' ES-EL200 - HORIZONTAL ROLLER 12 ES-EL200 - HORIZONTAL ROLLER SIZE AREA ;•, Hnf r' FINISH GLASS I.'F r,R" I S + D.C._ r ,,-B O Fhli SCREEN 'It:: `5 MUNTINS rju SILL TYPE STAV)AP,!1 FRAME TYPE hi hia]I PANEL TYPE FD,,-"I MEETING RAIL PROTECTIVE NO FILM LOCKING ;WFC?:^:". E_ITL SLV-IOPP.O MECHANISM PRE. GLAZEDP SIZE 'r T 51� AREA e iFr FINISH 1+411,, 2Q, F R(iFi Zh GLASS l;tr"GFi R.I(Sy ri 9:11'VV IlL;4+i U4"❑IfAg y:5 SCREEN I; MUNTINS 'AO SILL TYPE L•in).'.IUR.i FRAME TYPE I. G.J,i IIIG PANEL TYPE LVIIAL. MEETING RAIL SfA'ell`1;1i ' PROTECTIVE FILM CU LOCKING MECHANISM ,. ,,.n. PRE - GLAZED? L'. FNC CERTIFICATION lid T+_P'N !":r LK.i_.-,._._F_� abJfn CODE II lli,7 NOA CERTIFICATION " CODE NFRC CERTIFICATION �I141 , d it d:i .T J ]:".11 FOC CERTIFICATION IrL.ILm+?F I u-.rs_a_r CODE -'..2 NVA CLRTIFICATON CODE T-Os:rt;_J3 NFRC CERTIFICATION U Hcr_T/llt FIIGC VI ES-EL200 - HORIZONTAL ROLLER if III lb SIZE FBC CERTIFICATION 14 11/16" AREA P; FINISH GLASS AL� w 2C�l IS, v, CODE f L �,ARHS NOA CERTIFICATION SCREEN yt S IWILPflAL PIF EXIHINAL llSf � l MUNTINS NC A '; B SILL TYPE ST�NDIPII CODE 13 11 FRAME TYPE F PANEL TYPE E01JAL .1 MEETING RAIL PROTEC HVE FILM NO LOCKING SNrFll 0,-K I L [Tr 18 11/11Y w MECHANISM PRE- 367/, GLAZED? 14 tti ES-EL200 - HORIZONTAL ROLLER W511T SIZE FBC CERTIFICATION AREA r ;I INT PI F Y71 PS%,: PSF FINISH FJdLA Jlvil; blz Xj�,` ,, :1 1 1; , .11 GLASS ljF,' l-,RA( 15 , (1.0tU LLIAR CODE i j lfil r-! CAR HL SCREEN "t NOA CE RTIF I I Al llj; 1 MUNTINS N�', -I F , ,T�RN SILL TYPE �, Ji i%J CODE FRAME TYPE F! .'rV-f- PANEL TYPE NFRC CERTIFICATION S'�FIW =f'!w 1 MEETING IA, ro. P �j(. I WOW RAIL PROTECTIVE FILM tlo LOCKING MECHANISM PRE. GLAZED? AGREEMENT BETWEEN CHAD LESNY (CUSTOMER) & NEPTUNE IMPACT WINDOWS (CONTRACTOR) FOR THE PROPERTY ADDRESS: 560 NW 112 ST. MIAMI SHORES (J013) TERMS: SCOPE OF WORK RETROFIT: REMOVE & DISPOSE OF EXISTING WINDOWS. INSTALL NEW WINDOWS & DOORS IN ACCORDANCE WITH THE FBC & NOA. SEAL WINDOWS INTERIOR & EXTERIOR. REPAIR DRYWALL & STUCCO DIRECTLY CAUSED BY DAMAGE DUE TO RETROFIT INSTALL. REINSTALL NEW MILLWORK AROUND DOORS. CONTRACTOR WILL TAKE EVERY PRECAUTION TO NOT DAMAGE ANY FLOORING HOWEVER INEVITABLE FLOORING DAMAGE MAY OCCUR DURING REMOVAL OF EXISTING WINDOWS & DOORS. SEE EXCLUSIONS. RETROFIT WINDOWS REQUIRE INTERIOR & EXTERIOR CAULKING THAT WILL BE EXPOSED AFTER INSTALLATION. PAINTING THE CAULKING IS RECOMMENDED AFTER INSTALLATION TO PROTECT CAULKING FROM UV RAYS & FOR AESTHETICS. SEE EXCLUSIONS ;HARDWARE: NEPTUNE IMPACT WINDOWS SELLS & INSTALLS EMTEK & KWIKSET HARDWARE FOR ',,,FRENCH DOORS. HARDWARE PURCHASED FROWNEPTUNE WILL BE INSTALLED BY NEPTUNE AT THE TIME OF INSTALLATION OF THE DOORS. NEPTUNEIMPACT WINDOWS SHALL NOT BE `OBLIGATED OR LIABLE FOR ANY LABOR OR OTHER COST RELATED TO MANUFACTURE DEFECTS, REPAIR OR REPLACEMENT OF HARDWARE. CUSTOMER HAS THE OPTION TO PROVIDE THEIR OWN HARDWARE. CUSTOMER PROVIDED HARDWARE WILL NEED TO BE ONSITE THE FIRST DAY OF INSTALL. NEPTUNE WILL MAKE ONE ATTEMPT AT INSTALLING THE OWNER'S HARDWARE. NEPTUNE IMPACT WINDOWS SHALL NOT BE RESPONSIBLE FOR ANY MISSING PARTS OR MALFUNCTIONING UNITS &SHALL NOT BE RESPONSIBLE TO RETURN; FOR ANY SERVICE OF'CUSTOMER PROVIDED HARDWARE. LEAD TIMES: ALL INSTALLATION DATE LEAD TIMES EITHER VERBAL OR WRITTEN ARE AN APPROXIMATE ESTIMATE ONLY. THERE ARE NO GUARANTEED LEAD TIMES DUE TO VARIABLES IN THE 7MANUFACTURING PROCESS, UNFORESEEN CONDITIONS INCLUDING WEATHER, SCHEDULING ISSUES, PERMITTING, HOA APPROVAL, ETC'. SCHEDULING WILL NORMALLY OCCUR APPROXIMATELY 1-2 WEEKS PRIOR TO INSTALLATION PAYMENT TERMS: 50% DEPOSIT DUE FOR THE ANY ORDER TO BE PLACED * 40% DELIVERY OF MATERIAL/DAY ONE PRIOR TO INSTALLATION COMMENCING *:10% FINAL PAYMENT DUE UPON COMPLETION OF FINAL INSPECTION & INSTALLATION. ** NONE OF THE ABOVE PAYMENTS CAN, BE WITHHELD. FOR ANY WARRANTY WORK & OR MINOR SERVICE ITEMS INCLUDING BUT NOT,LIMITED TO SCREENS, SCREW COVERS, GLASS DEFECTS OR ANY MANUFACTURER DEFECTS REQUIRING MANUFACTURE SERVICE OR REPLACEMENT.** -ALL CREDIT CARD PURCHASES WILL BE CHARGED 3% PROCESSING FEE. EXCLUSIONS: FRENCH DOOR HARDWARE UNLESS OTHERWISE SPECIFIED OR PURCHASED FROM NEPTUNE & LISTED ABOVE. PAINTING.OF ANY�_KIND. POSSIBLE TILE/FLOORING REPAIR,. -.ANY UNFORESEEN CONDITIONS. REMOVAL OF 'FURNITURE & :BLINDS. ALARM WIRING DAMAGE OR.REPAIR, REPAIR OF ANY DAMAGE CAUSED. BY'OTHERS OR EXISTING DAMAGE. INTERIOR MILLWORK MATCHING. FINISHING MILLWORK/TRIM & NAIL HOLE FILLING. RE -INSTALLATION OF EXTERIOR TRIM, CASING, SIDING, OR MILLWORK'UNLESS OTHERWISE LISTED ABOVE. DUST: THE INSTALLATION OF WINDOWS & DOORS IS A CONSTRUCTION PROJECT & DUST IS CREATED FROM THE DEMOLITION OF EXISTING WINDOWS & THE INSTALLATION OF NEW WINDOWS. NEPTUNE WILLTAKE PRECAUTIONS TO COVER FURNITURE WITH PLASTIC & PLACE FLOOR' COVERINGS UNDER WORK AREAS. EVEN WITH THE PROPER PRECAUTIONS THIS WILL NOT BE A DUST FREE PROJECT & SOME DUST PAST PROTECTIONS. NEPTUNE WILL LEAVE WORK AREAS BROOM SWEPT. FURTHER :CLEANING MAY BE NECESSARY BY OTHERS & IS NOT INCLUDED IN THIS CONTRACT. EXISTING SHUTTERS: NEPTUNE WILL REMOVE EXISTING SHUTTERS FOR AN ADDITIONAL COST WHICH VARIES BASED UPON THE TYPE '& LOCATION OF SHUTTERS. THIS WILL BE ESTIMATED & PROVIDED IN WRITING & LISTED ABOVE. THE, STANDARD SCOPE'OF WORK WILL BE REMOVAL OF SHUTTERS, DISPOSAL OF SHUTTERS, & FILLING THE FASTENER HOLES WITH EITHER POLYURETHANE CAULKING OR STUCCO. FLOORING/ WALL TILE EXCLUSIONS: ANY FLOORING OR WALL TILE DAMAGE CAUSED DURING REMOVAL OF EXISTING DOORS/WINDOWS DUE TO IMPROPER INSTALLATION OF FLOORING OR TILE & OR THE SUBSTRATE IS INSTALLED OVER DOOR' THRESHOLDS OR WINDOWS FRAMES THAT NEED TO BE REMOVED IS NOT COVERED BY NEPTUNE. HOWEVER, ANY GAPS BETWEEN FLOORING OR TILE LEFT AS A RESULT OF NEW PRODUCTS BEING A SMALLER FRAME NEPTUNE WILL PROVIDE A FLAT METAL STRIP THAT MATCHES THE DOOR OR WINDOW TO LEAVE A FINISHED LOOK. NEPTUNE DOES NOT INSTALL NEW FLOORING OF ANY KIND. DOOR THRESHOLD/SLIDING GLASS DOOR RISER: THRESHOLDS & RISERS ON FRENCH & SLIDING GLASS DOORS ARE ELEVATED FROM THE FLOOR TO MEET BUILDING CODE FOR WATER INTRUSION ,& DESIGN PRESSURE IMPACT RATINGS. BLINDS/WINDOW TREATMENTS: BLIND & OR WINDOW TREATMENTS OF ANY KIND WILL NEED TO BE REMOVED BY OTHERS PRIOR TO WINDOW INSTALLATION DATE. IF BLINDS ARE LEFT UP FOR NEPTUNE TO. REMOVE NEPTUNE WILL NOT BE RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE BLINDS/WINDOW TREATMENTS 011 DAMAGE TO ANY OF THE BRACKETS & OR FASTENERS USED FOR MOUNTING. NEPTUNE WILL ALSO NOT BE RESPONSIBLE FOR ANY STAINING OF THE BLINDS/WINDOW TREATMENTS WHILE HANDLING. NEPTUNE-IS NOT RESPONSIBLE FOR THE RE -INSTALLATION OF ANY BLINDS OR WINDOW TREATMENTS: �ALARM SENSORS/WIRING:- NEPTUNE IS_NOT RESPONSIBLE FOR REINSTALLING ALARM SENSORS:'IF YOU, HAVEWIRELESS ALARM SENSORS OR PLAN ON'ATTEMPTING.TO RE-USE.WIRE. SENSORS IT IS REQUIRED TO REMOVE THEM PRIOR TO NEPTUNE REMOVING THE.OLD WINDOWS TO PREVENT MISPLACEMENT OR ACCIDENTAL DISPOSAL WITH .OLD WINDOWS. LAMINATED GLASS DISTORTION: GLASS HAS PREVALENT CHARACTERISTICS SUCH AS BUBBLES, DISCOLORATIONS, BLURS, & SCRATCHES. THESE ARE EXPECTED, AS THEY ARE INHERENT QUALITIES THAT MEET OR. EXCEED STANDARD SPECIFICATIONS''FOR-FLAT.GLASS ASTM C1036, HEAT TREATED'. FLAT GLASS ASTM C1048, & LAMINATED ARCHITECTURAL FLAT GLASS ASTM C1112. HEAT STRENGTHENED,OR TEMPERED, GLASS MAY HAVE VISUAL DISTORTION OR VARIOUS TYPES SUCH AS BUTNOT LIMITED TO WAVE, -GASEOUS INCLUSIONS, SCRATCHES, RUBS & BLEMISHES & ARE NOT "CONSIDERED AS DEFECTIVE. LAMINATED GLASS FURNISHED UNDER THIS CONTRACT WILL CONFORM TO ASTM STANDARDS FOR Q3 QUALITY GLASS WARRANTY: NEPTUNE IMPACT WINDOWS WARRANTS LABOR/INSTALLATION, FOR A PERIOD OF 2 YEARS. MANUFACTURERS 'OF MATERIAL WARRANT THE PRODUCTS IN A VARIED DURATION BASED ON, THE SERIES & TYPE OF GLASS USED. FINAL MEASUREMENTS: FINAL MEASUREMENTS WILL BE CONDUCTED ONCE CUSTOMER HAS SIGNED CONTRACT, PAID DEPOSITS AND HAS HOA APPROVAL (WHENEVER APPLICABLE). FINAL MEASUREMENTS WILL NEED TO BE TAKEN BOTH INTERIOR AND EXTERIOR. FINAL MEASUREMENTS WILL BE SCHEDULED DIRECTLY BY A NEPTUNE MEASURE. LEGAL ACTION: THIS AGREEMENT SHALL; BE INTERPRETED, CONSTRUED. & ENFORCED IN ACCORDANCE WITH FLORIDA LAW. IN ANY ACTION BROUGHT TO INTERPRET OR;ENFORCE THIS AGREEMENT OR ESTIMATE, THE PREVAILING PARTY'OR PARTIES 'SHALL RECOVER FROM THE NON - PREVAILING PARTY OR PARTIES ALL ATTORNEYS FEES & COSTS INCURRED IN PREPARING FOR & PROSECUTING SAID ACTION. ANY DISPUTE OR PORTION OF A- DISPUTE ARISING OUT OF OR RELATED TO THIS AGREEMENT OR ESTIMATE SHALL BE DETERMINED ONLY. IN MIAMI-DADE COUNTY, FLORIDA DEFINITIONS: **ALL WINDOWS & DOORS DEPICTED ARE LOOKING FROM EXTERIOR TO INTERIOR** X=-ACTIVE OPERABLE PORTION OF DOOR OR WINDOW. O= FIXED NON -OPERABLE PORTION FOR. DOOR OR WINDOW WHITE INTERLAYER: PRIVACY GLASS THAT YOU CANNOT SEE THROUGH. IT ALLOWS LIGHT TO PASS, BUT YOU CANNOT SEE THROUGH THE GLASS. TRANSLUCENT WHITE: PRIVACY GLASS. THAT YOU CANNOT SEE THROUGH. IT ALLOWS LIGHT TO PASS, BUT YOU CANNOT SEE THROUGH THE GLASS. ATTENTION CUSTOMERS: PLEASE BE SURE YOU, HAVE READ & UNDERSTAND THIS CONTRACT BEFORE SIGNING. YOU ARE RESPONSIBLE FOR UNDERSTANDING THE WAY ALL WINDOWS & DOORS OPERATE & OPEN. AS WELL AS THE GLASS TYPES &' TINT: IF YOU HAVE ANY QUESTIONS OR NEED CLARIFICATION, PLEASE CONTACT YOUR'NEPTUNE SALES REP BEFORE SIGNING.'ALL SALES ARE FINAL & NO CHANGES' CAN BE MADE ONCE ORDER IS PLACED. ACCEPTANCE OF PROPOSAL: THE ABOVE/BELOW PRICES & SPECIFICATIONS ARE SATISFACTORY & HEREBY ACCEPTED. YOU ARE AUTHORIZED TO PROCEED WITH MATERIAL ORDER & DO WORK AS SPECIFIED. I UNDERSTAND ALL SALES ARE FINAL ONCE THE ORDER HAS BEEN PLACED. PAYMENT WILL BE'MADE AS OUTLINEDABOVE. X DATE: OWNER (OR AUTHORIZED AGENT) X DATE: CONTRACTOR (OR AUTHORIZED AGENT) PRODUCTTOTAL TAX RATE TAX AMOUNT INSTALLATION PRICE PERMIT PRICE MISCELLANEOUS TOTAL $19,711.47 0.00% $0.00 $5,800.00 $750.00 $0.00 $26,261.47 DOCUMENT GENERATED TUE 6 JUN 2023 7:59 Ron DeSantis, Governor Melanie S. Griffin, Secretary dbpr a STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 489, FLORIDA STATUTES LICENSE -NUMBER: CGC1522077 ,, � . EXPIRATION DATE: AUGUST 31, 2024 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2022 THROUGH SEPTEMBER 30, 2023 DBA: NEPTUNE IMPACT WINDOWS Receipt #:180-2 61012 Business Name: HAMMOCK GENERAL CONSTRUCTION INC Business Type: GENERAL ype:GENERAL CONTRACTOR (CERTIFIED GENERAL CONTRACTOR) Owner Name: JASON HAMMOCK Business Opened:0 3 / 17 / 2 014 Business Location: 17850 SW 70 PL State/County/Cert/Reg:CGC 152 2 0 7 7 SOUTHWEST RANCHES Exemption Code: Business Phone: 3052985150 Rooms Seats Employees Machines Professionals 1 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: JASON HAMMOCK Receipt #WWW-21-00248967 17850 SW 70 PL Paid 08/23/2022 27.00 SOUTHWEST RANCHES, FL 33331 2022 .2023 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2022 THROUGH SEPTEMBER 30, 2023 DBA: NEPTUNE IMPACT WINDOWS Receipt #: 180-261012 Business Name: HAMMOCK GENERAL CONSTRUCTION INC Business Type: GENERAL CONTRACTOR (CERTIFIED GENERAL CONTRACTOR) Owner Name: JASON HAMMOCK Business Opened: 0 3 / 17 / 2 014 Business Location: 178 50 SW 70 PL State/County/Cert/Reg: CGC 152 2 0 7 7 SOUTHWEST RANCHES Exemption Code: Business Phone: 3052985150 Rooms Seats Employees Machines Professionals 1 Signature For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years I Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.001 0.00 27.00 Receipt #WWW-21-00248967 Paid 08/23/2022 27.00 Aco • CERTIFICATE OF LIABILITY INSURANCE 1%... " DATE(MMIOD/YYYY) 03/28/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WANED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s . PRODUCER South Shore Insurance Inc. 955 SE Central Parkway Stuart, FL. 34997 N A PHONE .772-426-9973 F� .772-872-5870 E'MaLMS INSUREffill AFFORDING COVERAGE NAIC 0 INsuggg • Ohio Security Insurance Company I INSURED Hammock General Construction Inc DBA: Neptune Impact Windows 17850 SW 70th Place Southwest Ranches FL 33331 INsugm B: National Union A Fire Ins. Co of PittsburgPA INSURER E: INSURER F; i COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE DL UB POLICY. EFF POLICY EXP LIMITS rA COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FX OCCUR BLANKETED ADD`L INSURED X X BLS (24) 59636258 03/2MO23 03/27/2024 EACH OCCURRENCE 1 000,000 DAMAGE TO RENTED 300 000 X MED EXP (Any one, personi15 000 X BLANK'T WAIVER OF SUBRO PERSONAL & ADV IN4URY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER X POLICY JECT LOC ENERAL AGGREGATEs 2,000,000 PRODUCTS - COMP/OP AGG s2,000,000 AUTOMOBILE LIABILITYCOMBINED ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ $ B UMBRELLA LIAS EXCESS LIAR OCCUR BE 033463014 03/27/2023 03/27/2024 EACH OCCURRENCE s2,000,000 X HCWMS-MADE AGGREGATE s 2,000,000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y I N ANY PROPRIETORIPARTNERIEXECUTIVE r OFFICERIMEMBER EXCLUDED? (Mandatory In NH) If es, describe under DESCRIPTION OF OPERATIONS below N / A PER OTH- SmIrm E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101. Additional Remarks Schedule, may be attached H more space Is required) License # CGC1522077 Certificate holder as additional insured on blanket form only if required by written contractlagreement with the insured executed prior to accident or loss. Wavier of subrogation on blanket form only if required by written contract/agreement with the insured executed prior to accident of loss. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Hall Building & Zoning 10050 NE ACCORDANCE WITH THE POLICY PROVISIONS. 2nd Ave, Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE 01933-2014 ACORD CORPORATION. All rights reserved. ACORD 26 (2014101) The ACORD name and logo are registered marks of ACORD Date CERTIFICATE OF LIABILITY INSURANCE 12/20/2022 Producer: Plymouth Insurance Agency ertificate is issued as a matter of Information only and confers no 2739 U.S. Highway 19 N. upon the Certificate Holder. This Certificate does not amend, extend Holiday, FL 34691 r the coverage afforded by the policies below. Insurers Affording Coverage NAIC # (727) 938-5562 Insured: South East Personnel Leasing, Inc. & SubsidiariesA: Lion Insurance Company LInsurer 11075 B:Holiday, 2739 U.S. Highway 19 N. C' FL 34691 D: E: Coverages The policies of insurance listed below have been Issued to the Insured named above for the policy period indicated. Notwithstanding any requirement, term or condition of any contract or other document with rasped to which this ceniRcato may be Issued or may pertain, the insurance aftorded by the policies described heroin is -subject to all the terms, exclusions, and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRO Type of Insurance Policy Number Policy Effective Date (MMIDDIYY) Policy Expiration Date(MM►DD1YY) Limits GENERAL LIABILITY Each Occurrence Commercial General Liability Damage to rented premises (EA Claims Made 0 Occur occurrence) Mod Exp Personal Adv Injury General aggregate limit applies per. Policy 11 Project ❑ LOC General Aggregate Products - Ccn*Op Agg UTOMOBILE LIABILITY combined single Limit (EA Accident) Any Auto Bodily Injury r All Owned Autos (Par Person) Scheduled Autos Bodily Injury Hired Autos Non -Owned Autos (Per Accident) Property Damage (Per Accident) EXCESSIUMBRELLA LIABILITY Each Occurrence Aggregate�w�•�_ —. Occur o Claims Mad* Deductible A Workers Compensation and X WC Statu- OTH- Employers' Liability WC 71949 01/01/2023 01/01/2024 to Limits ER E.L. Each Accident S1.000,000 Any proprietor/partnerlexecutive ofncer/member E.L. Disease - Ea Employee $1,000,000 1 excluded? NO If Yes, describe under special provisions below. E.L. Disease - Policy Limits $1,000.000 Other !Lion Insurance Company is A.M. Best Company rated A (Excellent). AMB # 12616 Descriptions of Operations/LocaUonsNehicies/Excluslons added by Endorsement/Special Provisions: Client ID: 98-67-192 Coverage only applies to active employee(s) of Sough East Personnel Leasing, Inc. & Subsidiaries that are leased W the following "Client Company": Hammock General Construction, Inc Coverage only applies to Injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , white working in: FL Coverage does not apply to statutory employees) or independent contractor(s) of the Ghent Company or any outer enuty. A list of the active employee(s) leased to the Client Company can be obtained by emailiing a request to certMcates@llonlrisurancecampany.com Project Name: ISSUE 10-18-22 (SW) Benin Date: 7 26 2021 CERTIFICATE HOLDER CANCELLATION Should arty of the above described policies be cancelled before the expiration date !hared, the Issuing Miami Shores Village Hall Building & Zoning Insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to 10050 NE Znd Ave, Miami Shores, FL 33138 do so shall Impose no obligation or liability of any kind upon the Insurer, its agents or representatives. _