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WS-19-16491� i Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Location Address Parcel Number 58 NW 98TH ST, Miami Shores, FL 33150 1131010330210 Contacts Permit NO.: WS -07-19-1649 Permit Type: Windows/Shutters Lo sawet tion: Window/Door Replacement Expiration: 01/15/2020 ALBERTO RODRIGUE Owner ONE STOP PAVING Contractor 58 NW 98 ST, MIAMI SHORES, FL 33150 CARLOS M ACOSTA Home: 7866551884 1463 NE 173 ST, N MIAMI BEACH, FL 33162 Business: 7862991354 carlosmarcia@yahoo.com Ins e Description: REPLACE (11) WINDOWS AND (1) DOOR Valuation: $ 6,000.00 InspeI52ction n Requests: Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $3.30 DCA Fee $2.20 Education Surcharge $1.20 Scanning Fee $9.00 Technology Fee $5.50 Windows/Shutters Fee $170.00 Total: $244.80 Payments Date Paid Amt Paid Total Fees $244.80 Check # 2565 07/19/2019 $244.80 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 authoriA the aboyle named contractor to do the work stated. Authorized Signature: Owner / Applicant ntractor I Agent Date I t July 19, 2019 Page 2 of 2 Miami Shores Village c v g JUL 18 201 Building Department g 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION 29UILDING ❑ ELECTRIC ❑ ROOFING FBC 20)1 t��r Master Permit No. `U� I k�� Sub Permit No. ❑ REVISION ❑ EXTENSION RENEWAL F-] PLUMBING ❑ MECHANICAL []PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP OWNER: Name (Fee Simple Titleholder): -8�1L� D J - 120 C>eA Phone#: -? 6 b Address: 155 Q w CONTRACTOR DRAWINGS JOB ADDRESS: �(� o 0 Wy S Tenant/Lessee Name: City: Miami Shores County: Miami Dade Zip: Scanning Fee $ Folio/Parcel#: H -5101 - 0 33 - 02-0 Is the Building Historically Designated: Yes NO 1-1--3 S � Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): -8�1L� D J - 120 C>eA Phone#: -? 6 b Address: 155 Q w City: �)l _ S Wo ,-Q S• State: Zip: 3 3 1 'TD Tenant/Lessee Name: Phone#: CCF $ Email: V- \ tc- 0-0 --n Scanning Fee $ CONTRACTOR: Company Name: yy\P S-�Qp ?6kU �wC .Phone#: -78G ?5q 13 6-5 Address: u @� 1-1--3 S � City: J' State: Zip: G - Qualifier Name: S sit Phone#: TOTAL FEE NOW DUE $ 2-4q (go State Certification or Registration #: C CSC ,, I,.S 13-7101 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Goo . G v Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: 2 k '-•S; '. s; n' ry,,nM.Mi!ui 111 -- .- ..,w v.M<.4. +Y4.+F':'c:I•� _.:a$'.eR..F.:ICIL1 KVaY•.. .y -.fix +J1ReY t -. i V 1A � Specify color of color thru tele ' g ;"� SubmittalFee.$x „e,a �, •••,., ._-t�PermitFee$"""� CCF $ " ; CO/CC�$b Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ 2-4q (go (Revised02/24/2014) 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 good 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 OWNER or AGENT The foregoing instrument was acknowledged before me this 3ay of11 L> ^ 2 20 ) 9 by 1T C —3- h 4vho is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: ` Print: X10 Seal: BARBAROSOBRINO MY CPOMMI'-'=N # GG 296168 IRES: February 3, 2023 ********** APPROVED BY (Revised02/24/2014) Signature —' CONTRACTOR The foregoing instrument was acknowledged before me this f day of 20 l9 by G—COS � who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Print: a I pr --L 0 as Seal: �;",v� BARBAROSOBRINO �. MY COMMISSION # 0G 290168 r*17 WIRES: FebruW 3, 2023 . IV*d TMu Mk Unde�ohm ***************** *** * ********** Plans Examiner Structural Review Zoning Clerk t 47 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: Property Address: Owner 11-3101-033-0210 58 NW 98 ST Miami Shores, FL 33150-1737 ALBERTO J RODRIGUEZ PEREZ SANDRA V BUITRON VELASQUEZ Mailing Address 58 NW 98 ST MIAMI SHORES, FL 33150 USA PA Primary Zone Primary Land Use Beds / Baths / Half Floors Living Units 0800 SGL FAMILY -1701-1900 SQ 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT 2/1/0 1 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,515 Sq.Ft Lot Size 7,650 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $176,986 $168,558 $168,558 Building Value $113,625 $113,625 $105,444 XF Value $743 $743 $743 Market Value $291,354 $282,926 $274,745 $282,926' $274,745 Assessed Value $291,354 Benefits Information Benefit Type 2019 2018 2017 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 6 PB 10-39 LOT 8 E1/2 OF LOT 9 BLK 129 LOT SIZE 75.000 X 102 OR 20182-1341 01 2002 1 Generated On : 7/16/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $0 $01$0 Taxable Value 1 $291,3541 $282,9261 $274,745 School Board Exemption Value $0 $01$0 Taxable Value $291,3541 $282,926 $274,745 City Exemption Value $0 $0 $0 Taxable Value $291,354 $282,9261 $274,745 Regional Exemption Value $0 $0 $0 Taxable Value $291,354 $282,926 $274,745 Sales Information Previous OR Book - Price Qualification Description Sale Pae 9 Qual by exam of deed 03/12/2019 $425,000 31372-0795 Corrective, tax or QCD; min 11/09/2017 $100 30757-0494 consideration Corrective, tax or QCD; min 11/12/2014 $100 29397-4931 consideration Corrective, tax or QCD; min 05/14/2013 $0 28671-2305 consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govfinfo/disclaimer.asp Version: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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: 06/03 ;oIq l Qualifier/Owner Signature Date Am,;,c2T-o J. fgoD Rc6 vEZ Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. 0 Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS Revised on 7/22/2009;11/17/2014 SPECIFIED ON THE PRODUCT APPROVAL. One Paving Inc. TO' PROJECT: NAME: NAME: ADDRESS: ADDRESS: --- PHONE: FAX: DATE_ 70 0 f DATE: BARBAROSOBRINO My COMMISSION # GG 296168 EXPIRES: Fe bruary 3. 202-3 Thru Notary pubUc WWW*yUm Notice to Owner — Workers' Com M iami Shores V iiiage Building Department 10050 N.E.2nd.Avenue Miami Shores, Florida 33138 Tel: (305) 7952201 Fax: (305) 756.8972 nsation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.0 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC; a statement attesting to the minimum 10 percent ownership- 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State. Division of Corporations: and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revolted by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNUING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: _ er State of Florida County of Miami -made The foregoing was acknowledge before me this 15 day of _ 20 �l By p �bCv� L who is e or has produced as identification. <"" ..' •. BARBARO S06RIN0 — ., *; W COMMISSION # GG 296168 ;�. "' EXPIRES: Febn�ary 3,2M SEAL:, BonAedTlxuNoteryp� YM .. �D°va` S � nx� o`er \'l -�00' ON Ce -1) '\ o� I ? ry � IIZ5 j(lx5DXO ?a (fus U -)I O4 u) 53 x� o � (+ v(L ca) 56r,J C1, F - III Y- 6-U c,U�c�� x u eo FLS' ?,r935 3 s _ OD �c � y- 6-3 Y, 2eV�L (CC) 19 SOD Cl a /C;-) t � c FL 24Aq z ............ . ......... . ........ .... ..... .... . . ..... ..... .... .... . .. .......... .... . .... . M IAM I-MIAMI-DADE COUNTY NMI PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy (ES Windows LLC_j 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 "5000 ' Outswing Aluminum. Casement Window— L. M. I. APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000" Alum Outswing Casement Wdw. (L.M.I.)", sheets I through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 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 aadektLIl-be-aiCaWe:f%lAspection at the job site at the request of the Building Official. This NOAsevisexand iebeivs:03 15-0129.05 and consists of this page I and evidence pages E-1 and E-2, as weU.& 4pft4at document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. Mu►ME co ' . 5'�No. 48-0116:04 i 7kipiration`Wfe: April 03; 2023 Approval Date: February 22; 2018 Page 1 41 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419. 01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision E dated 05/06/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 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) Forced Entry Test, Type `B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 10/27/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. .. CTlazingcornp4el vikh ASTM E1300-09 • . .qc ......... . .......• .. ... .. . . . .. Manue r P.E. ... Product Cont I E miner . NOA No. -0116.04 • Expiration Date: April 03 2023 ' ' • Approval Date: February 22, 2018 E-1 4, ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5`h Edition (2014), and of no financial interest, dated October 27, 2014, issued by A1-Farooq -Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419. 01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series "S-5000" Outswing Aluminum Casement Window - L.M.I., approved on 11/08/12 and expiring on 04/03/18. ...... .. ... . .. . . . . .. . . .. .. •1• .060 :00 . . . . • .. . • • . .. . . . .0:6 . . . . . . . . . ... . . . . . ... . . . ... . . . • . E-2 Manuel Per , P. Product Control Ex min r NOA No. 18- .04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/16/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 10/27/14 and revised on 09/22/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014), with FBC 6th Edition (2017), and of no financial interest, dated September 19, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0120.05, issued to ES Windows, LLC for their Series "5000" Outswing Aluminum Casement Window - L.M.I., approved on 05/14/15 and expiring on 04/03/18. .. ... .. ... . . .. . . . . .. . . .. .. ... • . . r .0. • 0.00:0... ... . . • . . . ... . . . . . 6:0 . . . ... . . . • . E-3 Manuel Pep64 P E. Product Controlam' er NOA No. 18 6.04 Expiration Date: April 03, 2023 Approval Date: February 22, 2018 55 57 n 54 CAM LOCKS (2) LOCKING POINTS ALL SIZES SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. v APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k 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. SURFACE APPLIED FALSE MUNTINS� 3" OPTIONAL 4 D 5 N MULTI POINT LOCK m LOCKING POINTS_ 30"\ Z SEE CHART D.L OPG ONO. OF 35 1/4' U WDW. HEIGHT KEEPERS UP AT SASH VENT WIDTH 26" 2 37" 40" 3 WINDOW WIDTH 52" 4 76" 5 SINGLE (X) TYPICAL ELEVATIONS • II / • • • / II n / • / E � 5 O \ II \ II •••••• \ I I • • • , II THESE WINDOWS ARE RATED FOR LARGE & SALI• yl�SILE B II \ SHUTTERS ARE NOT REQUIRED. • • • x \ w JJ \ II 1� II II \ B „ \ I APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k 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. SURFACE APPLIED FALSE MUNTINS� 3" OPTIONAL 4 D 5 N MULTI POINT LOCK m LOCKING POINTS_ 30"\ Z SEE CHART D.L OPG ONO. OF 35 1/4' U WDW. HEIGHT KEEPERS UP AT SASH VENT WIDTH 26" 2 37" 40" 3 WINDOW WIDTH 52" 4 76" 5 SINGLE (X) TYPICAL ELEVATIONS 30 5/8" 30 5/8' D.L. OPG D.L. OPG cxOi 35 7/8" 35 7/8' ENT WIDTH VENT WIDTH 74" WINDOW WIDTH DOUBLE (XX) • II / • • • / II / II • / E � 5 O \ II \ II •••••• \ I I • • • II \ THESE WINDOWS ARE RATED FOR LARGE & SALI• yl�SILE B II \ 30 5/8" 30 5/8' D.L. OPG D.L. OPG cxOi 35 7/8" 35 7/8' ENT WIDTH VENT WIDTH 74" WINDOW WIDTH DOUBLE (XX) PRODUCT REVISED W o pjyiM with the Fbrida 8ai1d'&Codc IS-�iI "04- EAcceptance No 23 tion Dau By I, NRsani Dade Product Z q r 0k q °` IL N m v " O WtH•1 m 0L0 °.6 � lz O Q W 7 \``\t\11111111111'' � • • "v Le • . 0582 A OF�({�`: dAr�awipng nop. • • • • • • • • •••••• •• • • • • THESE WINDOWS ARE RATED FOR LARGE & SALI• yl�SILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • PRODUCT REVISED W o pjyiM with the Fbrida 8ai1d'&Codc IS-�iI "04- EAcceptance No 23 tion Dau By I, NRsani Dade Product Z q r 0k q °` IL N m v " O WtH•1 m 0L0 °.6 � lz O Q W 7 \``\t\11111111111'' � • • "v Le • . 0582 A OF�({�`: dAr�awipng nop. O m 7. g j Q h J F W N ¢0�`6 J � O oy^ O� paca Qz =$i s Qbg� D N n J� -I W c a N S 0 M N O M Z 3 3 z (A N Q J L1JM Lo f •• • • • • •• • ••• y yy C C • • c •••••• ow ofo • • • • • : • , NOTE: •••••• • ° Y � I GLASS CAPACITIES ON THIS SHEETe�2 • • • • • 1 BASED ON ASTM E1300-09 (3 SE GUST* • ! t AND FLORIDA BUILDING COMMISSIO* • • • • o a Q R o DECLARATORY STATEMENT DCA05-D€C-,2j%• • • • i o • • • PRODUCT REVISED `�`1A1111111 ////7/ •• as complyirrd, �vidt t6c FlotiM Buildvg Cude �,j"V''•, �I4 Acaplancc 1Jo i ' �(i�• a� •i i 14 E nation Date i M.ta 4r PraiOcl : : Ltf _ o T OF drawing no. 2 2 W089 08 DESIGN LOAD CAPACITY -PSP FOR (X) SIZES WITH CAM LOCKS iPDiDORS 1NTH AfULT! POINT IACIC GLASS TYPES GLASS TYPE GId35 TYPES CLASS TYPES WINDOW DIMS. A. B. C, D, E, F 'B' 'C', 'D', 'E', 'F' WIDTH HEIGHT lM.(+) 1M.(-) qlT.(+) 1M.(-) IXT.(+) 1M.(-) E%T.(+) 1M.(-) 79-1/8' 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0 2e-1/2• 26, 85.0 es.o as.o 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42' 85.0 BS.O 85.0 86.0 90.0 00.0 90.0 90.0 85.0 85.0 85.0 89.0 90.0 90.0 90.0 90.0 28-1/2' 38-3/8" 85.0 55.0 85.0 8510 90.0 90.0 90.0 90.0 77' 85.0 85,0 a5.0 88.0 90.0 90.0 90.0 90,0 42' 85.0 83.0 88,0 85.0 90.0 90.0 90.0 90.0 19-i/B• 8 5.0 83.D 55.0 85.0 90.0 90.0 90.0 90.0 26-1/2, Bs.D 85.0 $5.0 85.0 90.0 90.0 90.0 90.0 50-5/8' 85.0 89.0 85.0 85.0 90.0 90.0 90.0 90.0 42` 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19 83.0 83.0 85.0 85.0 00.0 90.0 80.0 90.0 2a-1/2' 63, 65.0 85.0 95.0 85.0 90.0 90.0 8010 90.0 37' 8510 85.0 85.0 85.0 80.0 90.0 90.0 90.0 42" 90.0 90.0 19-1/8' 90.0 90.0 28-1/2' 74-1/4` - - - - - 90.0 90.0 37' 90.0 90.0 i9-1/6' - - - 90.0 90.0 36' - - - - - - 85.4 85.4 24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90,0 36' �" 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0 40' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 80.0 42' 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0 24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32' $4, 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0 36' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 40' 55.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0 a2' 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0 24' 85.0 85.0 85.0 85.0 90.0 _ 90.0 80.0 90.0 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32' B5.0 BS.O 65.0 85.0 90.0 90.0 90.0 90.0 36' 85.0 83.0 85.0 85.0 90.0 A0.0 90.0 90.0 40` - - - - 80.0 90.0 42' - - - - - - 90.0 90.0 24' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0 28" 85.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0 32' 86" 85.0 88.0 85.0 85.0 80.0 90.0 90.0 90.0 36' - - - - - - 90.0 90.0 40" - - 90.0 90.0 24" - - - - - 90.0 90.0 28` 72, - - - - - - 90.0 90.0 32' - 90.0 90.0 36" 2{' 28' 78 , 32' 36' DESIGN LOAD CAPACITY - PSF FOR (%X) SIZES 1(11'8 CAN DOCKS WINDOWS 1lITE Mi7LT7 POINT LOCK GLASS TYPES CLASS TYPE GLASS TYPES GLASS TYPES WINDOW DAIS. A. 8, C. D. E, F 'A' 'B' 'C' 'p' •g' 'p' WIDTH HEIGHT EM.(+) 1M.(-) FM.(+) iM.(-) IXf.(+) 1M.(-) IXT.(+) 1M.(-) 37' 28' 85.0 85.0 85.0 85,0 90.0 90.0 90.0 90.0 53-1/8' 85.0 85.0 BS.O 65.0 00.0 90.0 00.0 90.0 }7' 85.0 85.0 85.0 85.0 80.0 90.0 90.0 80.0 53-1/8' 38-3 a5.0 83.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0 74' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 B5.0 85.0 90.0 90.0 90.D 90.0 J7' 83.0 85.0 aS.O 65.0 90.0 90.0 90.0 90.0 8}-1/8' 85.0 65.0 85.0 85.0 90.0 90.0 90.0 90.0 SO -5/8" 74' 85.0 85.0 85.0 85.0 90.0 80.0 8D.0 90.0 64' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0 SS -t/8` 83, 79.6 79.6 79.8 79.6 79.6 79.6 79.8 79.8 74' 67.4 61.4 61.4 61.4 61.4 61.4 67.4 81.4 58.5 58.5 J7" - 88.8 68.6 s3 -1/B' 74-1/4` - - - - 47.8 47.6 74• 38.0 38.0 37' - - 62.0 62.0 53-1/8' 76` _ 44.7 44.J 74' 33.4 33.{ 48" 85.0 85.0 85.0 85.0 90.0 90.0_ 90.0 90.0 56' 85.0 85.0 85.0 85.0 9D.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0 72• Q. 8C` 84` 85.0 &5.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 80.0 90.0 90.0 90.0 85,0 85.0 85.0 85,0 90.0 90.0 90.0 90.0 48" 56' 84` 72" BC' B4' 54' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 65.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 B0.0 90.0 90.0 90.0 85.0 85.0 65.0 65.0 B0.0 90.0 80.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 4B" 56' 84` 72' 80` 84' 60' 85.0 85.0 85.0 85.0 90.0 90.0 40.0 90.0 85.0 85.0 85.0 85.0 88.9 86.9 88.9 88.8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.5 73.5 73.5 73.5 73.5 73.5 73.5 73.5 - - - - - - 68.7 66.7 - - - - - - 66.8 66.8 48° 56" 84' 72' 80` 86' 75.2 75.2 75.2 75.2 75.2 75.2 75.2 75.2 65.7 65.7 65.7 65.7 65.7 85.7 65.7 65.7 58.9 56.8 58.9 58.9 58.9 58.9 58.9 58.9 - - - - - 53.8 53.8 - - - - - 49.9 49.9 46" 56' 84' 72' 72" - - - s7.a 57.a 50.0 50.0 - - - - - 44.6 44.8 - - - - - 40.6 40.6 48" 58' 64' 72' 76' _ _ _ 48.6 48.6 _ _42.} 42.3 - - - - 37.6 37.6 34.1 34.1 O m 7. g j Q h J F W N ¢0�`6 J � O oy^ O� paca Qz =$i s Qbg� D N n J� -I W c a N S 0 M N O M Z 3 3 z (A N Q J L1JM Lo f •• • • • • •• • ••• y yy C C • • c •••••• ow ofo • • • • • : • , NOTE: •••••• • ° Y � I GLASS CAPACITIES ON THIS SHEETe�2 • • • • • 1 BASED ON ASTM E1300-09 (3 SE GUST* • ! t AND FLORIDA BUILDING COMMISSIO* • • • • o a Q R o DECLARATORY STATEMENT DCA05-D€C-,2j%• • • • i o • • • PRODUCT REVISED `�`1A1111111 ////7/ •• as complyirrd, �vidt t6c FlotiM Buildvg Cude �,j"V''•, �I4 Acaplancc 1Jo i ' �(i�• a� •i i 14 E nation Date i M.ta 4r PraiOcl : : Ltf _ o T OF drawing no. 2 2 W089 08 DESIGN LOAD CAPACITY -PSP FOR (X) SIZES WITH CAM LOCKS iPDiDORS 1NTH AfULT! POINT IACIC GLASS TYPES GLASS TYPE GId35 TYPES CLASS TYPES WINDOW DIMS. A. B. C, D, E, F 'B' 'C', 'D', 'E', 'F' WIDTH HEIGHT lM.(+) 1M.(-) qlT.(+) 1M.(-) IXT.(+) 1M.(-) E%T.(+) 1M.(-) 79-1/8' 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0 2e-1/2• 26, 85.0 es.o as.o 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 42' 85.0 BS.O 85.0 86.0 90.0 00.0 90.0 90.0 85.0 85.0 85.0 89.0 90.0 90.0 90.0 90.0 28-1/2' 38-3/8" 85.0 55.0 85.0 8510 90.0 90.0 90.0 90.0 77' 85.0 85,0 a5.0 88.0 90.0 90.0 90.0 90,0 42' 85.0 83.0 88,0 85.0 90.0 90.0 90.0 90.0 19-i/B• 8 5.0 83.D 55.0 85.0 90.0 90.0 90.0 90.0 26-1/2, Bs.D 85.0 $5.0 85.0 90.0 90.0 90.0 90.0 50-5/8' 85.0 89.0 85.0 85.0 90.0 90.0 90.0 90.0 42` 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 19 83.0 83.0 85.0 85.0 00.0 90.0 80.0 90.0 2a-1/2' 63, 65.0 85.0 95.0 85.0 90.0 90.0 8010 90.0 37' 8510 85.0 85.0 85.0 80.0 90.0 90.0 90.0 42" 90.0 90.0 19-1/8' 90.0 90.0 28-1/2' 74-1/4` - - - - - 90.0 90.0 37' 90.0 90.0 i9-1/6' - - - 90.0 90.0 36' - - - - - - 85.4 85.4 24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90,0 36' �" 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0 40' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 80.0 42' 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0 24' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32' $4, 85.0 85.0 85.0 85.0 90.0 80.0 90.0 90.0 36' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 40' 55.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0 a2' 85.0 85.0 85.0 85.0 90.0 90.0 80.0 90.0 24' 85.0 85.0 85.0 85.0 90.0 _ 90.0 80.0 90.0 28' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 32' B5.0 BS.O 65.0 85.0 90.0 90.0 90.0 90.0 36' 85.0 83.0 85.0 85.0 90.0 A0.0 90.0 90.0 40` - - - - 80.0 90.0 42' - - - - - - 90.0 90.0 24' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0 28" 85.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0 32' 86" 85.0 88.0 85.0 85.0 80.0 90.0 90.0 90.0 36' - - - - - - 90.0 90.0 40" - - 90.0 90.0 24" - - - - - 90.0 90.0 28` 72, - - - - - - 90.0 90.0 32' - 90.0 90.0 36" 2{' 28' 78 , 32' 36' DESIGN LOAD CAPACITY - PSF FOR (%X) SIZES 1(11'8 CAN DOCKS WINDOWS 1lITE Mi7LT7 POINT LOCK GLASS TYPES CLASS TYPE GLASS TYPES GLASS TYPES WINDOW DAIS. A. 8, C. D. E, F 'A' 'B' 'C' 'p' •g' 'p' WIDTH HEIGHT EM.(+) 1M.(-) FM.(+) iM.(-) IXf.(+) 1M.(-) IXT.(+) 1M.(-) 37' 28' 85.0 85.0 85.0 85,0 90.0 90.0 90.0 90.0 53-1/8' 85.0 85.0 BS.O 65.0 00.0 90.0 00.0 90.0 }7' 85.0 85.0 85.0 85.0 80.0 90.0 90.0 80.0 53-1/8' 38-3 a5.0 83.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0 74' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 84' 85.0 85.0 B5.0 85.0 90.0 90.0 90.D 90.0 J7' 83.0 85.0 aS.O 65.0 90.0 90.0 90.0 90.0 8}-1/8' 85.0 65.0 85.0 85.0 90.0 90.0 90.0 90.0 SO -5/8" 74' 85.0 85.0 85.0 85.0 90.0 80.0 8D.0 90.0 64' 85.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 37' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 80.0 SS -t/8` 83, 79.6 79.6 79.8 79.6 79.6 79.6 79.8 79.8 74' 67.4 61.4 61.4 61.4 61.4 61.4 67.4 81.4 58.5 58.5 J7" - 88.8 68.6 s3 -1/B' 74-1/4` - - - - 47.8 47.6 74• 38.0 38.0 37' - - 62.0 62.0 53-1/8' 76` _ 44.7 44.J 74' 33.4 33.{ 48" 85.0 85.0 85.0 85.0 90.0 90.0_ 90.0 90.0 56' 85.0 85.0 85.0 85.0 9D.0 90.0 90.0 90.0 84' 85.0 85.0 85.0 65.0 90.0 90.0 90.0 90.0 72• Q. I 0 1/8' HEAT STREN'D GLASS 090" Interlayer oifol PV8 'kuraray America, Inc.' 1/8" HEAT STREN'D GLASS SIUCONE DOW CORNING 795/983 j 1/4" AIR SPACE \ " HEAT STREN'D CLASS 090" Interlayer TroaifoI PVB By kuraray America, Inc.' 1/8' HEAT STREN'D GLASS SILICONE DOW CORNING 795/983 1-1 1/8" HEAT STREMD GLASS 090" Interlayer SentryGlas By 'Kuroray America, Inc.' r-1/8" HEAT STREN'D GLASS ISILICONE FDOW CORNING 795/983 5/32" HEAT STREWD GLASS 090" Interlayer SentryGlas By 'Kurcray America, Inc.' 1/8" HEAT STREN'D GLASS SILICONE DOW CORNING 795/983 i 795 ALT. GLAZING OPTION THESE GLAZING STOP CAN BE USED WITH GLASS TYPES 'A', 'B', 'C' & V. 5/32" HEAT STREN'D GLASS OR 5/32" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB CBy 'kuraray America, Inc.' 5/32" HEAT STREN'D GLASS SILICONE DOW CORNING 795/983 9: 5 F i I o q� M J 0Rfl- z o Cr 4AT 0 0/4 POINTSON LITES 0rD1 R THAN 36' Q W dot f SETTING BLOCKS AT LAM. GLASS O NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS v N I 3 m 5/32" HEAT STREN'D GLASS W OR 5/32" TEMP. GLASS 1/4" AIR SPACE \ J w 1/8" HEAT STREN'D. GLASS 090' Interlayer SentryGlas O jl 0 r7 By 'Kuroray America, Inc.' Z 3 5/32" HEAT STREN'D GLASS �' Z SILICONE !n S v rDOW CORNING 795/983 "�' LJ M Fr v� u1 II �• • 1 li Ii I • • • iD D I TU 1013 �I it II l • • • • • 1 l I II II 000000 26 • II'rT•r�•^(�ur�VT,.,I� 26 26 lel •••••• AT V/g :;IIS ALL SIZES • GLASS TYPE 'D' GLASS TYPE 'EGLASS TYPE 'F' SETTING BLOCKS AT�ISSU • SAM. G ASS • • NOTCH GLAZING BEEHADD LEG GLAZING OPTIONS TO CLEAR BLOCKS • •. 0• • • • PROD(1CT REVISED tt111i 11 llrrry •• - usmplykt9 irh the Fie" \\� ' FA �.(�� e, Buiidmg Code\\ �.1 +•..... ��i NOTE: L/4" AIR SPACE CONS[5TIN . OF• A TO QUALIFY FOR SMALL MISSILE IMPACT RATING SPACER: E PPt, 'O ! Q ''•. EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. 'HELIMA' LOW PROFILE ALUMINUM SPACER By S� BY 'LINGERMANN GMBH' Miemi ode product AROUND THE PERIMETER OF THE GLASS. •:749` P RIMEL R S A ANT: , O •.• SILICONE-- �1 •� 1,._ DOW CORNING 791 L_„ t i �- �� P. • �\ GE 2000 '�2rs�®iltl�tl��`` _ 1 drawing no. W08-08 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE METAL neer STRUCTURE M TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL SEE ELEV. FOR MIAMI—RADE COUNTY APPROVED MULLION d: MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM 70 THE BUILDING STRUCTURE. TERLOCK TYPICAL ANCHORS EDGE DIST. SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" D A ULTRACON BY COQ (Fu -177 KSI, FY -155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1-3/4" MIN. EMBED INTO CONC. (FOR MULLION CLIPS ONLY) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) • • (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE • • ALUMINUM: 1/8" THK. MIN. (6063 -TS MIN.) • • • •• STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) •• • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR gWl'ii) • • • TYPICAL D DISTAN • • • • • w INTO CONCRETE AND MASONRY = 2-1/2" MIN. ..*o •++ INTO CONCRETE - 1-1/2" MIN. (INTERIOR ANMORS•A+T•MULL Cty'� INTO WOOD STRUCTURE = 11/16" MIN. INTO METAL STRUCTURE = 11/16" MIN. • • • • • • WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. • • • • t CONCRETE AT HEAD, SILL OR JAMBS Fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS V. - 2001= ASR j�lA PRODUCT RFVISED \J\N�1n11•�T7T/ as cpnplyitggtuhthe Florida ��`g Pa®,•,,,.. Duildhtg Code ,DIi%•04— T g'BNS AcC�ptaatx A1n � �t E piretion Dale _ �' B y Product .9 . . MT t OF drawing no. W08-08 3/16' MAX. SHIM © O 1/4" MAX. © 54 �u � Z m 49 45 SHIM �I 3 18 1 BYS6 t1NOOD BUCKS S C a • -� TYPICAL ANCHORS SEE ELEV. 15 51 : ,.: 4660 , 59 CAM Q Z a s FOR SPACING S. qo.".0 2 o --------- SCREEN OPT--- 1 1. 1/4" µCI V+gµje�ml Sin g�Z°a 6 TYPICAL ANCHORS w SEE N = O 14 9 13 a 52 50 4 v FOR SPACING Q W O 6 METALT STRUCTURE 18 EXTERIOR 0.1- OPG. 7 4 7 6L i N $ Sol Q W VENT WIDTH MULTI POINT LOCK OPTION CAM LOCKS OPTION WINDOW WIDTH v°pi SINGLE VENT WINDOWS 3 m g �xx Qg 1/4' SHIM MAX. © O V1 V) M BY WOOD BUCK 3 1/4" MAX' SHIMS Z_ 3� W D STRUCT E 16 37 15 a Q Q 1/2" SCREEN OPT.-___ ---------" --"---- ° TYPICAL ANCHORS SEE ELEV. FOR SPACING • 1 W 1 v .. _... w o :1 1 4' • o � � • 6 w ••••• • o � ED • TYPICAL ANCHORS t 4 SEE ELEV. 9 13 16 g D.L OPG. 7 36 EXTERIOR OPG. DL.L. • • • • • • •'• ` i • FOR SPACING - • • • • • • i g a • ; VENT WIDTH VENT WIDTH • • WINDOW WIDTH • • • r •.0 cdnES� 0 ° v - - . oda w DUAL VENT WINDOWS �••••• • �111111tI •• �Y/i� • PRODUCTREVISED ea cemPlYtnB with The P odit �```��-_v1 �• �/� o • Boldins Code 1$•01 (0• . S No � '.\T Acceptance , E. ' anon Date 0592 _ By Product Miami v ° dr0wing no. ATE OF �.((/�+ sheet 5 of10 NAL �irll11j111�11 H.IV TYPICAL ANCHORS TYPICAL ANCHORS 0 SEE ELEVS. FOR SPACING ELEV. FOR SPACING I Z q j LSEE MIAMI-DARE COUNTY APPROVEDOSTRUCTURE MULLION k MULLION ANCHORS H W °EDC DIST SEE SEPARATE NOA Z EDGE 0 6 7 I DIST. A fYi U I N 7HR"S ALT. TYPICAL ASEE ELEV. FOR Q n I a � 3 _ z © ,m 001 � � n ALT. Z o SHIMS 53 a • • • • s ?i�3Zo� �Q 1 1/4" 04 1 00 0 064 .0000•• 9 U _ •• 1 • 0 a i- �Qf 8 0000•• _ ggo• •' 0000 0000 • g z g • • • 0000•• • • • • • B /TYPICAL ANCHORS • • • 0 • c ALT. SEE ELEV. FOR SPACING 4 0 tE •0000•2,9 61 53 a • • • • ` o u a • a • I PRODUCI'REVISFD IIIIUIII///� • _ with tFie F7aiAa /,� • Amptance No 3: GENy -• ;"fJ �i •� ^� o E Tnreliao Dat • By ... _ v ' N-tiaroi de Product TYPICAL ANCHORS STATE OF.l(/`� drawing no. SEE ELEV. FOR SPACING EDGE DIST. +�-V L 7L, f20R50�'.••' �� INSTALLATION DETAILS WITH FLUSH FRAME AD PTFT; % • •• W08—O8 %l®NA7..1`A� sheet 6 of 10 FRAME VENT SNUBBER 329 .837 .803 ,050 .837 L GLAZING STOP (LAM. GLASS) .135-y .80� 3 I ,050 ,083-1 toe GLAZING STOP (INSUL. LAM. GLASS) T — — ., 47 -I I ��^-.328 .80} 062 .543 tl ltl 7 11�.250 .837 F - 10C 11A GLAZING STOP (LAM. GLASS) GLAZING WEDGE IMPOST 1.000 1.000 .338 I 1.030 .125 ,125 .125 3.000 3.000 1.844 .188 .338 794 1 X 3 1 X 3 IMPOST STIFFENER 23 CUSTOM MULLION 23A STD. MULLION 888— .0,62 88 1 —2 .500 Ix: 725 �L 2.063 --I� 53 FLUSH FRAME ADAPTER MULLION CLIP NOTCH OPTIONAL PRODUCT REVISED 1/2' w c-plyillg Wii1111x Flariey Typ . Buildiug Codc Acccpaax No • 0! . o Exp' ltcn Date By Ed. Miarn edc Prod= 2 ^ tr ....v 21 i 'P EfVStF •... � - i 1• TE OF ' !( � lrow,n,, no. 0 ��V 0 m zoa Bpd � z c a �po�pa s 0, U OHS rJ¢o�m •••• O6G0� • • • NZO N • •••• •3 J w • � • • • • g N N•.• t�i1 ••• O 0 p Z3�tO NVQ u5 � 'P EfVStF •... � - i 1• TE OF ' !( � lrow,n,, no. ITEM PART M QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARES 1 ESSO01 1 FRAME HEAD 6083-T6 2 ES5001 1 FRAME SILL 6063-T6 - 3 ES5001 1/ VENT FRAME JAMB -HINGE SIDE 6063-T6 - 4 ES5DO1 1/ VENT FRAME JAMB -LATCH SIDE 6063-T6 - 5 ES5002 1/ VENT VENT TOP RAIL 6063-T6 - 8 ES5GO2 1/ VENT VENT BOTTOM RAIL 6063-T6 - 7 ES5002 1/ VENT VENT SIDE RAIL -HINGE SIDE 6063-T6 - B ES5G02 1/ VENT VENT SIDE RAIL -LATCH SIDE 6063-T6 - 9 ES5004 2/ VENT SNUBBERS, 2-1/2" LONG 8063-T6 - IDA ES1103 AS REDD. GLAZING BEAD (LAM. GLASS) 6063-T5 - 10B - AS READ, GLAZING BEAD (INSUL LAM. GLASS) 6063-T5 - 10C ES1OOB AS REDD. GLAZING BEAD (LAM. GLASS) 6063-T6 - 11 27-425 AS REDD. GLAZING GASKET EPDM DUROMETER 60 SHORE 'A' 11A ES1010 AS REDD. GLAZING WEDGE SOFT PVC OUROMETER ±85 SHORE 'A' 12 - AS READ. FRAME & VENT ASSEMBLY SCREWS - 810 X 1-1/2" PH SMS 13 - 2/ SNUBBER SNUBBER INSTALLATION SCREWS - /8 X 1/2' PH SMS 14 E202 AS READ. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - DUROMETER 65 SHORE 'A 15 ES5005 AS RECD. INNER WEATHERSTRIPPING EPDM OUROMETER 60 SHORE 'A' 18 PJS40-SS AS READ. CORNER LOCK ST. STEEL SULLIVAN & ASSOCIATES 17 301SS 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME - /10 X 1/2' PH SMS 18A - 4/ HINGE HINGE MOUNTING SCREWS AT VENT - LC70 % 1/2" PH SMS 19 23 SERIES 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) - TRUTH HARDWARE 19A NOVA 1/ VENT SINGLE ARM OPERATOR (AT 8-1/2" FROM ENDS) - INTERLOCK - 20 - 4/ OPER. OPERATOR MOUNTING SCREWS - /10-24 X 3/8' PH SMS 20A - 8/ OPER. OPERATOR MOUNTING SCREWS - #'8 X 1/2" FH SMS 21 30175 1/ OPER. 13-3/4" LONG TRACK ST. STEEL TRUTH HARDWARE 21A - 1/ OPER. OPERATOR TRACK ST. STEEL INTERLOCK 22 - 2/ TRACK TRACK MOUNTING SCREWS - #10 X 3/8" PH SS SMS 22A - 3/ TRACK TRACK MOUNTING SCREWS - 18 X 1/2" FH SMS 23 - AS REDD. 1X3 CUSTOM MULLION 6063-T6 - 23A AS REDD. 1X3 STANDARD MULLION 6063-T6 - 24 - AS REDD. MULUON CUP 6063-T6 - 25 27-372 2/ LTTE SETTING BLOCK, 7/16" % 3/16" X 3-1/2" LONG EPDM AT 6" FROM EACH END, DUROMETER 75±5 SHORE A 25A - 2/ UTE SETTING BLOCK, 5/16" % 5/8" X 4" LONG EPOM AT 6" FROM EACH END, DUROMETER 75±5 SHORE A 26 - B/ LITE TAPE SPACER (1/4' X 1/2") FOAM AT 6" FROM CLASS ENDS 30 - OPTIONAL 5/16" BOX SCREEN - - 33 ES5009 2/ VENT ANT] SAG SKATE, 2" LONG NYLON/CELCON M&M PLASTICS 34 - 2/ SKATE SKATE MOUNTING SCREWS - #6 z 1/2" PHSMS 36 ES5003 1 IMPOST 6063-T6 37 ES5010 AS ROD. IMPOST STIFFENER 6063-T6 45 CLO 1-0500 - MULTI-P01NT LOCK MECHANISM INTERLOCK 46 - - LOCK FASTENER PLATE 47 - 2/ LOCK LOCK FASTENER SCREWS THREAD FORMING 48 CLO1-2250-XXX - SNAP ON COVER 49 CLOI-1050-XXX - SNAP ON HANDLE 50 - - GUIDE (ACETAL) - 51 1 - KEEPER (ACETAL) - 52 - - LOCK BAR (304 ST/ST) - 53 ES -5017 AS REDD, FLUSH FRAME ADAPTER 6063-T5 OPTIONAL 54 - 1/ VENT LOCKING HANDLE - SULLIVAN & ASSOC. 55 - 2/ VENT LOCKING CAM (AT 11-1/2" & 50-1/2" FROM BOTTOM) - SULUCAN & ASSOC. 56 - 2/ LOCK LOCK MOUNTING SCREWS - 1 #6-32 x 1/2 PH MS 57 ES5013 1/VENT LOCK HANDLE/CAM CONNECTOR - 1/4' x 1/2' ALUM. BAR 58 ES5011 2/ BAR CONNECTOR SCREWS - CUSTOM 59 CS -200K -SS 2/ VENT KEEPERS (AT 12' & 51" FROM BOTTOM) ST STEEL SULLNAN & ASSOC. 80 - 2/ KEEPER I KEEPER MOUNTING SCREWS - #10 X 3/8' PH SMS SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. PRODUCT REVISED gu;1d'o18Coda 1 •Df( 4.. : SP••' eNse''?b AC<CpIUnCC T10 Ezpiralion Dau' 1 o � N4iam Dade Product ` � ; 1�T - � � ,5 yAy TE OFr��i�� drawing no. >.. ';�s� 10�.'��.� W08-08 0 I m Z n 3 J Do •• • aoo W n _ • ��A m f U► • •••• • • • �v h 16 • •• zy �• 16 , ••• p ��t t,Mj I / FRAME CORNER vi R a 1 wMg� � o I s� 0 I � d�iuS 12 k.2 PRODUCT csmBSVISiiiQ B \`11UIIt1/Ilr� . pl with tee 12 Building codc ��'��••'..... Expiration Dmc i o � IMPOST CORNER ny DsdeProducl_ STATE OF �(/� drawing no. VENT CORNER . _L L ; F j '%, �o�pr,.• ®� MULLION LOAD CAPACITY - PSF WINDOW DIMS. 1x5 1 x 3 STD. MULL CUSTOM MULL WIDTH (W) LENGTH (L) EXT.(+) EXT.(+) INT.(-) INT.(-) 28-1/2" 37' 42" 45' 48' 53-1/8" 62" 58' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 26-1/2' 37" 42" 45" 46" 53-1/8" 82' 63' 90.0 90.0 90A 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 1 90.0 90.0 25-1/2' 37' 42' 4$' 48" 53-1/8" 74-1/4" 90.0 90.0 90.0 90.0 83.3 90.0 79,4 90.0 76.1 90.0 71.7 90.0 26-1/2" 37' 42 45" 48' 51' 76" 90.0 90.0 85.0 90.0 77.2 90.0 73.5 90.0 70.4 88.3 67.8 85.0 NOTES: 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA. 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. MULLION LOAD CAPACITY - PSF WINDOW DIMS. 1 x 3 1 x 9 SID. MULL CUSTOM MULL WIDTH (W) LENGTH (L) EXT.(+) EXT.(+) In(-) INT.(-) 30" 36" 42" 48' 54' 60" 62' 54" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30' 36" 42" 48' 54" 60' 62 60" 1 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30" 36" 42' 48" 54' 59' 86" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 30' 36' 42' 48' 54' 72" 90.0 90.0 90.0 90.0 90.0 90.0 84.5 90.0 79.2 90.0 30" 36' 42' 48' 51' 78" 1 90.0 90.0 86.9 90.0 77.2 90.0 70.4 88.3 67.8 85.0 SERIES 5000 O 23 CASEMENT WINDOW SERIES 5000 rCASEMENT WINDOW EXTERIOR NDOW WIDTH _ WINDOW WIDTH CASEMENT TO CASEMENT MULLION CLIPPED MULLIONS 2 3/4' M TYPICAL ANCHORS •� 4 PER CLIP SEE SHEET 4 FOR DESCRIPTION PRODUCT R6V1� `�VN��paO,..... .L plying wm ILs Fl6AM• � EN,gF'•. lJ r p Building Cud. 'd A-pw- No Expimw. Date = a o By = v mi Mi aa&ProdMA v 1 0'ATE OFj� drawing no. • ORI��'.,, a�` A ALIII�� sheet 10 of 10 \ / \ p1• 9L L n a Li Wt W2 I W1 I --- W2 -� Wt 0 N N pq 012. / G A u v II A .� • li Z N 111 -LLL _ • • A � N � �� • • I • i L A \ W 0'I =' \ � 0 13 �i e \ �'•• I • Pin • \ A u � I • • III�� \ g p �• •ry j •� • W2 W2 ae-� W2 c• W1 ar •�- r . i TYPIC L ELEVATIONS • • • • lil SIDE BY SIDE WIND S • • c5 J • SIDE BY SIDE APPLIES TO Two OR•1fORE.WINDOWFo • to N • 1/2' owl _< wl + w2 • • Ti M ,Nn WIDTH (W) = 2 Z3Jo c=iN 1Q is'. � r PRODUCT R6V1� `�VN��paO,..... .L plying wm ILs Fl6AM• � EN,gF'•. lJ r p Building Cud. 'd A-pw- No Expimw. Date = a o By = v mi Mi aa&ProdMA v 1 0'ATE OFj� drawing no. • ORI��'.,, a�` A ALIII�� sheet 10 of 10 - �LII��4�r7il SCIS Home I Log In I User Registration 1 Hot Topics i Submit Surcharge 1 Stats & Facts I Publications I Contact Us BCIS Site Map Links Search db a P Product Approval USER: Public User Product Aooroval Menu > Product or Aagljsation Search > Aoillication List > Application Detail • �' FL # FL26942 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors& Windows Inc r Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Augusto Arias Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 aarias@mrglasswindows.com Quality Assurance Representative Address/Phone/Email Category [�er�iorDoors,Subcategory winging Exterior Doa'r Asblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE -70592 Quality Assurance,Entity Keystone Certifications, Inc. �Quality_Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. •' Validation Checklist - Hardcopy Received Certificate of Independence FL26942 RO COI SS - Mr Glass - Series 3000 Alum OS Door (LMI) - CI.122f •• ••• • • • • • •• Referenced Standard and Year (of Standard) Standard a:; ; •: • • Year ASV Elti�i• • • • • • • • 2013 ASTM E1996 2014 TAOF6 2Q:6 • • 000 1994 :4S-201 : i • • i : : 1994 :AJ -201 • • • • a • • • 1994 Equivalence of Product Standards Certified By • • • • • • • . • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/19/2018 Date Validated 04/19/2018 Date Pending FBC Approval 04/27/2018 Date Approved 06/12/2018 Summary of Products FL # Model, Number or Name Description 26942.1 Series 3000 Aluminum Outswing Large missile impact resistant aluminum outswing entrance Entrance Door door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL26942 RO II SS - Series 3000 Alum OS Door (LMI) DWG Approved for use outside HVHZ: Yes 1 F.Qdf Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See drawing 18-36F for span vs load combinations and Evaluation Reports installation details. FL26942 RO AE SS - Mr Glass - Series 3000 Alum OS Door (J �jj) - PAE.Ddf • • Created by Independent Third Party: Yes Back hex] Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. QwyLtgb 2007-2013 State of Florida.:: Priva Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click herr_ Product Approval Accepts: W ® e__ Credit Card Safe ....... . .. .. • • • • • • • • • Y • • • • • • • • • • • • • •• ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• 0:0 • • • •• • 0:6 • • •• • • • • • • • • • •• •• • • • •• •• ••• • • • •1• • • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 26942 Detailed Product Description: Date: 04/17/2018 Manufacturer: MR. GLASS DOORS & WINDOWS, INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Frame Width: 40-1/2"(4, 78-1/2"(XX), 42"(0) Maximum Frame Height: 98" Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) Installation Drawings # 18-36F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See charts on installation drawings for combinations of span vs. load. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) Test Description Test Location Test Report Date Test Report # Test Sealed By Air Infiltration Hurricane Engineering & 2/13/2018 HETI-18-6004 ASTM E283 Leakage Testing, Inc 2/13/2018 HETI-18-6011 Rafael E. Droz-Seda, P.E. ASTM E331 OR 2/13/2018 HETI-18-6002 ASTM 547 &TAS Water Hurricane Engineering & 2/13/2018 HETI-18-6004 Rafael E. Droz-Seda, P.E. 202 Penetration Testing, Inc 2/13/2018 HETI-1$-6011 2/13/2018 HETI-18-6001 ASTM E330 Uniform Static Air Hurricane Engineering & 2/13/2018 HETI-18-6002 & TAS 202 Press. Testing, Inc 2/13/2018 HETI-18-6004 Rafael E. Droz-Seda, P.E. 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6001 Forced Entry Hurricane Engineering & 2/13/2018 HETI-18-6002 ASTM 1304 Test Testing, g 2/13/2018 HETI-18-6004 Rafael E. Droz-Seda, P.E. 2/13/2018 HETI-18-6011 Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) Test Description Test Location Test Report Date Test Report# Test Sealed By FBC 1626.2 2/13/2018 HETI-18-6003 (TAS 201 & 203) Large Missile Hurricane Engineering & ASTM E1886 & Impact & Cyclic Testing, Inc 2/13/2018 HETI-18-6005 Rafael E. Droz-Seda, P.E. E1996 2/13/2018 HETI-18-6012 Under the limitations of the attached installation drawings, to the bes%Qf rpWingwlecigg and ability,the above product conforms to the requirements of the 2011 Floridatu1ling:Z0!le: Evaluation Report Engineer: • . • • SEALED 4/18/18 Javad Ahmad PE # 70592 Al-Farooq Corporation EB # 3538 ' ' • ' • • • • R • • • 0 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.69i& I 'MW4ce%.'cope; 6 a:&odcMafceng.com AL-FAROOQ CORPORATION WINCONSULTING ENGINEERS & PRODUCT DEVELOPMENT April 18, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series 3000 Aluminum Outswing Entrance Door — L.M.I. Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, SEALED 4/18118 lavad Ahmad, P.E. Director of Engineering .• ••• . . • . . .. • . . . • .. . . ......... . •• ••• •• • • • •• •• ••N Y Or • • • •• • • • • • • • • • •• • • •• • • • 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 P:3059262.iV7¢ G mtp.4c� e� nom I alfar000@afcens.com • :so.: • • • • • • • • • • • •• •• ••• • 0 0 ••• 0 • THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 3000 ALUMINUM OUTSWI_NG ENTRANCE.DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES COMBINATIONS SEE SHEET 4. LOWER VALUES FROM DOOR CAPACITY, SIDELITE CAPACITY OR MULLION CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B 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 2017 FLORIDA BLDG. CODE h 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. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECnON 1709.9.2. �yftU IW o � Z H J 3/16' TEMP. GLASS 3/8' AIR SPACE —3/18" HEAT STREN'D. GLASS -3/16' HEAT STREN'D. GLASS 090" InteHoyer %. 090' Interloyer ••• 6 U Trosifol PVB Trosifol AVB • • • • • • By kurarcy America, Inc.' By kurtay Amerlw, Inc.' H •• • •Is S y� 3/18' HEAT STREN'D. CLASS 3/16' HEAT STREN'D. CLASS Is 2 SPRCER 0 O Q n ' N t7(l ` _'- .. _'' _t4 lq'Ii ;-,` �~' \• 119i1–�)Z m m ii •• • JQ •• •• N i •••• ��Z •• La: 0 •• SILICONE 11 Is DOWSIL 795 M .0 OL 795 • • •`~ ••I •• •• Iii •••I \ `4 � � I:4i •••• �Is YI — • • • V iI Z • GLASS TYPE 'A' GLASS_TYPE_A1' ••:• p 'b rii to ILII �n� G M d ro +�1 w �V' p�jSrS 1 2 GO c 0 .a In In u h a In v FL #26942 �b I C A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND I INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION \�\\\\7��1I�J'T///// `� J •, .• // al ,E PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B -MIS PRODUCT EVALUATON DOCUMENT WILL BE CONSIDERED INVALID IF Q ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED �1 i BECOME THE ENGINEER RECORD ENGINEER OR ARCHITECT WHICH WILLWILL FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER O ROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE ' _ Wing n0. SPECIFIC DRAWINGS FOR REVIEW. n —36F O -THIS P.E.O. SHALL BEAR GINAL SEAL DIT,SM.NATURE OF DATE AID IHAT ,yj //V�1ONA` THE PROFESSIONAL ENOINTEER. OF RECORD TTHE PREPARED tG `\\\\`` 9II8C7 1 OI 10 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 78 1/2" DOOR FRAME WIDTH - 76' MAX. DOOR OPNG. WIDTH N HEAD k SILL ANCHORS AT STILE k MULLION ENDS 3„ (4) AT 3" O.C. 13 1/2" MAX. , 3 1/2" MAX. HEAD HEAD/SILL •� A SILL CORNERS f \ Vok F I .. \ m o 1 II ACTIVE \I� ' INACTIVE 40 1/2" D.L.O. HEIGHT FRAME HEIGHT - 11.50" c 0 .n DOOR FRAME WIDTH u~ SURFACE APPLIED (c 38' MAX. FALSE MUNTINS ORz 28 1/4' 1 DOOR OPNG. WIDTH g MAY BE USED D.L. OPG. 13 1/2" 3 MAX. 3 1/2" MAX. - HEAD - jwing HEAD/SILL A SILL 8-36F sheet 2 of J0 CORNERS D -, I �Q.I — ( 6 i 1 m c `-___-----_-] m \ II _�_,❑-___ I u II I 11 11 , ACTIVE SURFACE APPLIED C m CI FALSE MUNTINS OR 28 1/4" Nx¢ DECORATIVE GRILL 8 MAY BE USED D.L. OPG. n 38 9/16" LEAF WIDTH TYPICAL ELEVATION ( X ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 78 1/2" DOOR FRAME WIDTH - 76' MAX. DOOR OPNG. WIDTH N HEAD k SILL ANCHORS AT STILE k MULLION ENDS 3„ (4) AT 3" O.C. 13 1/2" MAX. , 3 1/2" MAX. HEAD HEAD/SILL •� A SILL CORNERS f \ Vok F I .. \ m o 1 II ACTIVE \I� ' INACTIVE MAXIMUM DESIGN LOAD RATING - + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF n 38 9/16' LEAF WIDTH TYPICAL ELEVATION ELEVATION ( XX ) NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 12.438" (X DOORS) _ (FRAME WIDTH - 22.0")/2 (XX DOORS) D.L.O. HEIGHT FRAME HEIGHT - 11.50" c 0 .n u~ SURFACE APPLIED (c a FALSE MUNTINS ORz 28 1/4' m w 28 1/4" DECORATIVE GRILL g MAY BE USED D.L. OPG. D.L. OPG. MAXIMUM DESIGN LOAD RATING - + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF n 38 9/16' LEAF WIDTH TYPICAL ELEVATION ELEVATION ( XX ) NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 12.438" (X DOORS) _ (FRAME WIDTH - 22.0")/2 (XX DOORS) D.L.O. HEIGHT FRAME HEIGHT - 11.50" c 0 .n u~ a •N° ° jwing no. FL #26942 iSi�dR1At,�`�♦♦♦♦♦ 8-36F sheet 2 of J0 SEALED 4/18/18 • DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES SIDEUTE SIDEUTE WITHOUT FRAME FRAME REINFORCING WIDTH HEIGHT EXT.(+) INT.(-) INCHES INCHES 24 Z 80.0 80,0 30 80.0 80_0 36 82 80.0 BOA 39 80.0 80,0 42 74.3 74.3 24 g^ 80.0 80.0 30 80.0 _ 80.0 B4 80.0 80_0 39 80.0 80.0 42 74.3 74.3 24 80.0 80.0 30 80.0 80.0 36 90 80.0 80.0 39 • • •Z � O•a� • 4 •••••• • d'VV�rpr�1AS 80.0 80.0 42 74.3 74.3 24 80.0 80.0 30 96 80.0 80.0 36 B 80.0 80.0 39 I - 80.0 80.0 24 80.0 80.0 30 96 80.0 80.0 38 60.0 80.0 39 II 80.0 80.0 rM=�. SOI• EXT. SIDELITE FRAME WIDTH _ GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.50" D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.813" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SEALED 4/18/18 • 39 1/18• MAX. U u SIDELITE WIDTH i 13 1/2' Z MAX. 3 Q k M J 3 1/2" MAX. 3" SILL a a HEAD/SILL g^ CORNERS / • • •Z � O•a� • 4 •••••• • d'VV�rpr�1AS 000* 0laa Nee :•• B •••••• ••---*Soo • •• •• •• I - o ____________ _=_I ---------- • *Ogg II i __.__fir__=_ J f Jj� • • • •• • • • • 2 • iZ ••' • N 3 •1 � I W I =51 J Yn[ r --� _ 00 b SURFACE APPLIEDFi FALSE MUNTINS OR4' m W O w N W rn m m DECORATIVE GRILL 34 1 / 1 MAY BE USED D.L. OPG. n TYPICAL ELEVATION ( 0 ) STAND ALONE SIDELITE o n U N I r a � b Ol 'O � c \\`1114'�1`.1111gq111/I7j'' a wing n0. FL #269421��`\ -36F ansae 3 of 10 SEALED 4/18/18 • REINFORCING AS REDO. SEE CHART i -i S13, j' G EXT. SIDELITE FRAME WIDTH DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITY SEE SHEET 3. FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 39 1/18" MAX.77 7/8" 39 1/16" MAX. � w SIDELITE WIDTH DOOR FRAME WIDTH •' SIDELITE WIDTH I n 78' MAX. Z 13 1/2' DOOR OPNG. WIDTH 0 H $ MAX. F lyGy 3" HEAD 'y HEAD & SILL ANCHORS SILL AT STILE & MULLION ENDS ` g� a 3 1/2" MAX. _ (4) AT 3" O.C. 9 HEAD/SILL G• • • CORNERS A _ '•_-`\ •I W �_1-1�..-,.-._.I I..I-�--1-1-a _`�1=�-1i--�-�-_-� �f I -_!-�'-___;1.�.,•'.j.l�� ... p CG�M•.• ; AAA:. •••• • A. , I•• ° 06000 LOM p YY••..LL�- • t••• Mi_N J• {� Q_ • K # // / {I I \ •• • •• -A AAA ••••�� 1E / n F B \ g iI ••••• II • • N• • n Iz • � 1 ^ , �j _ .... 0 W \til /i/ m N �� ZICQ ii \ / a'125a"1m °G o \ ACTIVEINACTIf 0 IVE w� SURFACE APPLIED H C I _' m� 0" °O _ FALSE MUNTINS OR 34 1/4" 28 1/4" 28 1/4 34 " 1 4 DECORATNE GRILL _ _ / _ y35 MAY BE USED " D.L. OPG. D.L. OPG. - D.L. OPG. D.L. OPG. \ v M 38 9/16" LEAF WIDTH TYPICAL ELEVATION ( O -XX -O ) FL #26942 '/�!��/OL1 ��` Lsheet 4 of,0 I } SEALED 4/18/18 • • • • • DESIGN LOAD CAPACITY - PSF SIOEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE SIDELITE WITHOUT WITH FRAME FRAME REINFORCING REINFORCING WIDTH HEIGHT EXT.(+) INT.(-) D(T.(+) INT.(-) INCHES INCHES 24 80.0 80.0 80.0 80.0 30 80.0 80.0 80.0 1 80.0 36 82 80.0 80.0 80.0 80.0 39 80.0 80.0 60.0 80.0 42 80.0 80.0 80.0 80.0 24 80.0 80.0 80.0 80.0 30 80.0 80.0 80.0 80.0 36 84 80.0 80.0 80.0 80.0 39 80.0 80.0 80.0 42 80.0 _80.0 80.0 80.0 80.0 24 80.0 80.0 80.0 80.0 30 80.0 80.0 80.0 60.0 36 90 60.0 80.0 80.0 80.0 39 80.0 80.0 80.0 80.0 42 77.9 77.9 80.0 80.0 24 80.0 80.0_ 80.0 80.0 30 96 80.0 80.0 _ 80.0 80.0 38 75.5 75.5 80.0 80.0 39 69.7 69.7 80.0 80.0 24 80.0 80.0 80.0 60.0 30 98 60.0 80.0 8L1.0 80.0 36 71.0 71.0 80.0 80.0 39 1 1 65.5 65.5 1 80.0 80.0 REINFORCING AS REDO. SEE CHART i -i S13, j' G EXT. SIDELITE FRAME WIDTH DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITY SEE SHEET 3. FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. 39 1/18" MAX.77 7/8" 39 1/16" MAX. � w SIDELITE WIDTH DOOR FRAME WIDTH •' SIDELITE WIDTH I n 78' MAX. Z 13 1/2' DOOR OPNG. WIDTH 0 H $ MAX. F lyGy 3" HEAD 'y HEAD & SILL ANCHORS SILL AT STILE & MULLION ENDS ` g� a 3 1/2" MAX. _ (4) AT 3" O.C. 9 HEAD/SILL G• • • CORNERS A _ '•_-`\ •I W �_1-1�..-,.-._.I I..I-�--1-1-a _`�1=�-1i--�-�-_-� �f I -_!-�'-___;1.�.,•'.j.l�� ... p CG�M•.• ; AAA:. •••• • A. , I•• ° 06000 LOM p YY••..LL�- • t••• Mi_N J• {� Q_ • K # // / {I I \ •• • •• -A AAA ••••�� 1E / n F B \ g iI ••••• II • • N• • n Iz • � 1 ^ , �j _ .... 0 W \til /i/ m N �� ZICQ ii \ / a'125a"1m °G o \ ACTIVEINACTIf 0 IVE w� SURFACE APPLIED H C I _' m� 0" °O _ FALSE MUNTINS OR 34 1/4" 28 1/4" 28 1/4 34 " 1 4 DECORATNE GRILL _ _ / _ y35 MAY BE USED " D.L. OPG. D.L. OPG. - D.L. OPG. D.L. OPG. \ v M 38 9/16" LEAF WIDTH TYPICAL ELEVATION ( O -XX -O ) FL #26942 '/�!��/OL1 ��` Lsheet 4 of,0 I } SEALED 4/18/18 • • • • • DOOR FRAME CORNER (27' I I I i e. LEAF CORNER �' 5 IDELITE -EM ME--EORNER SEALED 4118/18 0 .V d q i 1 wing no. FL #26942 eheet'i0of 10 SEALED 4118/18 1.e30 080 .855 .230 �j 1ftU z.otz�, i .950 060 1.073 .91. 1073 TYP � 1.589 T(�P T p- p_ .812 4.750 .. e1 Z Zd T .1 15 3.800 3.125 .538 .633 4.000 w n GLAZING BEAD nA GLAZING BEAD �+ LAM. GLASS INSUL LAM. GLASS Q t • •y DOOR FRAME HEAD/SILL • • 0 • 060 • • • C1 0• 1.913 TYP. 148 1.1 4.000 --.133 8 LEAF TOP/BOTTOM RAIL • 8• 1.638 •••• �:� 4.750 ,.589 r .080 IYP. 9 LEAF W'STRIP ADAPTER • • • • • • Q bi • T- y •••••• -°•� 080 • • l • • • TYp. 1.813 •• s•.I•• •r 5.750 �- 1.813-1•••••• BIZ • �. .098 Fes--3.600 080 • • 25 • r to HINGE STILETyp • • 0: . • • . • • • �jz ' - - 5.598 2.100 ❑ 4.000 O • 247 I W cD 4 1.813 2.241 .tMI a0 SIDELITE TOP &BOTTOM FRAME 3� I �5 �-6401- C b ; Lam -} .080 TYR 19 INTERMEDIATE HORIZONTAL 2 FRAME COVER o J Z -1 .736- n LOCK STILE w 11 IW lm NW ,JI 1. - 5.598 .851 -q 300 l .060 tYP I r 186 .063 1.1.297 2.241 63 .8971.813 2 13 SNAP COVER 7-. c -3.800 6 SHEAR BLOCK NUT $ v 2.027 - 12 ASTRAGAL STILE 1 HINGE BACK-UP PLATE ,s SHEAR BLOCK r D 1.713 -- r -2.524- �-j .936 .480T O. ai a �. 4.020 187 .854 �- L f J ```\`tttllll�l - _F 080 �......!:� �� .• ` L 080 .100 TYP .125 b g 2.180 4.020 4.020 4.020 1.780 3.805 4 t .080. .. 1.813 1.151 . 1.250 _ i ._ wing no. .� 1.029 1.484 8-36F 3, DOOR FRAME JAMB 5 SIDELITE JAMB FEMALE 6 SIDELITE JAMB MALE 7 SIDELITE JAMB COVER a SIDELITE REINFORCING FL #26942 gsY�R441 t% sheet 9 of 10 SEALED 4118/18 5/8" MIN. TYPICAL ANCHORS THROW BOLT EDGE DIST. SEE ELEVATIONS PENETRATION FOR SPACING • • O II• N 2 I� PROPERLY SECURED 2BY WOOD BUCK iBY WOOD BUCK EDGE DIST. _ _ OR WOOD STRUCTURE " I SEE NOTE SHEET 1 EDGE DIST I TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS SEE ELEVATIONS FOR SPACING FOR SPACING 1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: W1 - 1/4" X 2" LONG WEEP SLOTS AT 8" AND 31" FROM EACH END W2 = 1/4" X 2" LONG WEEP SLOTS AT 5" AND 31" FROM EACH END TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1/4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/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.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 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. CONCRETE AT HEAD, SILL OR JAMBS Ye . 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 0 .n `u u DOOR DETAILS POURED & HARDENED - 0_. METAL EDGE DIST. STRUCTURE HIGH STRENGTH GROUT I # 0� q � f1c 5000 PSI /\ z I a. NOT BY MR. 'sSo�NA! —36F Wi MUST TRANSFER SHEAR SFALF() 4/18/18 LOADS TO STRUCTURE LOAD BEARING a ••• \P•• O �n•e• •• • • • 000 m • OPTIONAL TOS GROUT ) _.- • • • Y �_______ss_j F.B.C. APPR-- ---- I• • • • j'I Z 14 • i W2 Q Sj • "I, • a�. . a. "�. v - EDGE DIST. ,., TYPICAL ANCHORS I SEE ELEVATIONS • • TYPI.%L ANCHOGS • zI • • • Z • FOR SPACING SEE ELEVATIONS• • FOR SPACING • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) 1/4" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/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.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 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. CONCRETE AT HEAD, SILL OR JAMBS Ye . 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 0 .n `u u DOOR DETAILS o c V 0_. METAL EDGE DIST. STRUCTURE • n Z q� ' s # 0� q � z I a. 'sSo�NA! —36F FL #26942 //fINALJ`` sheet 5 of -10 SFALF() 4/18/18 a ••• \P•• O �n•e• •• • • • 000 m • ANCHORS • • • S�& AT10NS PACING {9 oq p • �D • • • • • • • �_______ss_j F.B.C. APPR-- ---- I• • • • j'I Z 14 • I I SEE SED AF?6T`MULLlOJNpp�•�1/p� Q Sj • • • • 0. . I • • TYPI.%L ANCHOGS • zI • • • Z • • • • • SEE ELEVATIONS• • FOR SPACING • • • •N O I ' Z Q � $ 00 3�Y w( c O of cr N O 0 .n `u u DOOR DETAILS o c ``71V II IlI f//y 0_. ' s - in9no 'sSo�NA! —36F FL #26942 //fINALJ`` sheet 5 of -10 SFALF() 4/18/18 1/4- MAX. _ 1/4" MAX. 1/SHIM 3 j��"�� SHIM SHIM �./ O (3` 1 B0 k y zer wood BUCK F d i \ WOOD BUCK OR TYPICAL ANCHORS 2 SEE ELEV. - `? WOOD STRUCTURE FOR SPACING% ACTIVE LEAF SEE NOTE SHEET 1 .. • ,. u •r TYPICAL ANCHORS • • • �• • • �}yy� O i T1 s FOR SPACING a • • ••• •• •g _ EXT. • • 9669 5 161 EXTERIOR �V}ICAL•ANCHORS • J 10 jEE \(25i C =_a _ '11`23 •TOR 4'AANG •• �Q 04 METAL STRUCTURE _ D.L.O. .- - • • • • • • • I F • • !( SEE SPEC SHEET 5 • • j . LEAF WIDTH - LOCKS 000000 • SEE SHEET 8 .'.. U m SINGLE DOOR FRAME WIDTH • • • ¢ = m - FOR DESCRIPTION • • • 8 • �• I • z I Qp • •••• 0 • • C •1 1 • ••• O= S 1/4- MAX. TYPICAL ANCHORS It t5 1/4 SEE ELEV. 1 W S.� 13! CDD O SHIMS FOR SPACING HIM I F a m TYPICAL ANCHORS_ 0 o SEE ELEC ' ^ FOR SPACING �. `13 ACTIVE LEAF INACTIVE LEAF a II Z I . ; 1231 �• J ` 1 ...... I N N it „ us al A r•� �� (18: EXTERIOR 11` -f EM. c 2 a - _ a. ;6 �25 123. D.L.O. -- ... u a. T a LEAF_WOTH _ DOOR DETAILS LEAF WIDTH b t DOUBLE DOOR FRAME WIDTH \OW 1 I I f 1 j, wing no. —36F FL #26942III �11sheet 6 of 10 SEALED 4/18/18 LOCKS: OPTION gl: ACTIVE LEAF: 3 POINT LOCK ASSEMBLY OLDI-6065 BY 'INTERLOCK USA INC.' (1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2' DIA, BOLTS WITH 5/8" THROW (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM INACTIVE LEAF. 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. BOLTS WITH 5/8" THROW AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM DOOR HANDLES - SURFACE MOUNT METALLIC HANDLES AT 42-1/2' FROM BOTTOM FASTENED TO ACWA •IND INACTIVE LEAF LOCK STILES WITH (2) 4/4-20 X•1- 13?16'•CONE HEAD MS • W 4/4-20 X 5/i%" SET SCREWS • • • • • • • • • •OPTION _�12: • • • • • ACTTVF LEAF: • • • ��jRFACE BOLTS HY 'SULLIVAN R ASSOC.' • AKNUALLY OP`��^�� •i�V€RS MOVNTES ON IfRE FACE, • ♦ TED AT 12"j%V FROM BC:Tg% • • FASTENED TO LOCK STILE WITH • *#8 X 3/4' FH SMS (2) SCREWS PER•IjDjpT• •I�TrVE dE • • • • • • • COWEALED FLUSH•SOLTS BY 'SULLIVAN do ASSOC.- MANUALLY OPERATED LEVERS MOUN" �N • • • •INSIDE FACE Oi d_EAF STILE LOCATFj1*4 • • • • 28' FROM TOP AND 12" FROM BOTTOM FASTENED TO LOCK 431" WITH • • • • O&OX 3/4" FH K,(V PER BOLT* • • HINGES: • • • • 7-1/2' LONG ALUMINUM BUTT HINGES BY 'SULLIVAN k ASSOC.- AT B' FROM TOP AND BOTTOM AND ONE AT MIDSPAN OF LEAF FASTENED TO FRAME WITH (6) 010 X 3/4' FH SELF DRILLING SCREWS FASTENED TO LEAF WITH (5) 010 X 3/4' PH SELF DRILLING SCREWS SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE, 1 E3008 AS REGO. DOOR FRAME HEAD/SILL 2. E1018 ._AS REDD. iFRAME COVER _ 3 _ E3006AS REGO. IDOOR FRAME JAMB 4 E3011 AS RECD. SIDELITE TOP 6: BOTTOM FRAME_ 5 E3007 AS RECD. ' SIDELTTE JAMB FEMALE 6 E3009 AS RECD. I SIDELITE JAMB MALE 7 E3010 AS REGO. [SIDELTTE SLIP ON JAMB B E3001�_AS REDD. LEAF TOP h BOTTOM RAIL _ 9 I E3005 AS REOO. LEAF W'STRIP ADAPTER 10 E3002 AS REDD. I HINGE STILE 11 _ E3003 j I AS REOD. I LOCK STILE 12 E3004 I AS REDD. ASTRAGAL SRLE 13 E3014 AS REDD. SNAP COVER 14 E3013 I 1 SIDELRE MULLION REINFORCING 15 E3015 AS REDD. 'SHEAR BLOCK 16 E3_016 AS RECD. SHEAR BLOCK NUT 16A _ E3016 2/ HINGE HINGE BACK-UP PLATE 17 I E9001 AS RE00. GLAZING DEAD (IAM. GLASS) 17A E9002 AS REDD. GLAZING BEAD (•ISUL LAM. GLASS) ( 18 ( E3012 AS REGO. INTERMEDIATE HORIZONTAL 19 I G30-01 _ AS RECD. INTERIOR GLAZING SPACER 20 I G10-04 AS RECO. EXTERIOR GLAZING GASKET 21 C30-02 AS REOD. DOUBLE FIN AIR SEAL W'STRIPPING 22 1 W71325NK AS REDD. PILE W'STRIPPINO 23 GIO-:5 AS REDD. BULB WSTRIPPING 24 - 2/ LITE SETTING BLOCK, 1/8" X 1" X 4" LONG 25 1107 3/ LEAF BUTT HINGES 25A 010 X3/4" - 'HINGE INSTALLATION FASTENERS 26 012 X 1-1/z" I AS REDD. FRAME ASSEMBLY SCREWS 27 3/8 % 1" AS REDO. ISHEAR BLOCK FASTENERS 28 012 X 1-1/2" AS REDD. (SHEAR BLOCK FASTENERS _ 8083-T6 i6063-T6 6063-T6 6063-T6 - 6063-T6 (- 6063-T6 - 6063-T6 - I 6063-T6 6063-T6 �- 8083-T6 8083 -TB �- 6063=T6 - 6063-T5 I- 6063 -T6 - 6053 -TB 3" LONG 6063-T6 3" LONG 6063-T6 18-1/2" LONG O FRAME, 4-3/4" LONG O LEAF 6063-T6 6063-T8 - 6063-T8 - - I sANTOPRENE 'ouROMETER 70±5 SHORE A SANTOPRENE DUROMETER 70±5 SHORE A SANTOPRENE IDUROMETER 70±5 SHORE A WOOL ULTRAFAB SANTOPRENE EPDM EPDM AT 6" FROM EACH END. DUROMETER 80±_5 ALUMINUM SULLIVAN & ASSOC. ST. STEEL 'FH SMS ST. STEEL HWH SMS ST. STEEL ;HEX SOCKET HEAD SCREWS ST. STEEL I HWH SMS FL #26942 '11471 ro4'u i Z FZ h Z3 W Z I< 8a Q A 8 Og e $a c O v r L c m i 0 c 9 n 0 n n � wing no. 8-36F Sheet 8 of 1C SEALED 4/18/18 TYPICAL ANCHORS SEE ELEVATIONS F 'EDGE 01577 OR SPACING - r - N 14i EDGE DIST. PBY WOOD BUCKRED iOBRY WOOD BUCK v .. WOOD STRUCTURE SEE NOTE SHEET 1 METAL I.- ° EDGE DIST. EDGE DIST. STRUCTURE 1 ZZ n e �, 9w i F.B.C. APPROVED ______ • «IL • C _ _ tl CLIPPED MULLION tr f8 N rn N II SEE•SEPARATJ APPROVAL • I •R t•1 II • • •��• V Liv • • a• I FOR AL ANCHORS ( TYPICAL ANCHORS TYPICAL ANCHORS I ----•-•.--.4w -----��, J •C a.! 1+1 • • SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS'00 • • FOR SPACING FOR SPACING • • • • 8 a - • • • • TYPICAL ANCHORS � � • • • . SEE ELEVATIONS — -_ _ • ••• • •FOR SPACING• • ^ 00000 • • • • �' O •• •• • 0§ m.• N12 X 1-1/2" TEKS OR • I O I $ELF DRILLING SCREWS • • • 9 • • t• AT \e X21 (..S AND 12/ O.CRMAXOM ENDS : • • : • • • • 2, O • •••• i� �LJ W 2 D �0 aXVMbII � W f�OJv EXTERIOR ` 00 714' LEAF WIDTH- _ 4 11 �- DOOR FRAME WIDTH MAX. FRAME WIDTH c 1BY e WOOD BUCK' 1/4' MAX. .: �.. SHIM �. TYPICAL ANCHORS SEE ELEV. FOR SPACING SIDELITE DETAILS .2g V Y'.• EXT _ ' Wing��-no. s '-36F \\ of 10 FL #26942 sheet 7 Ill 11 SEALED 4118118 • • • 1 II I rJ dl T I I� O II .. O 1/4' MAX o li SHIM. I'. I (7_ '17' - I TYPICAL ANCHORS SEE ELEV. ' I FOR SPACING Ww - z I� I. i D.L. OPG. J SIDELITE FRAME WIDTH I! I I ' t II' POURED h HARDENED TYPICAL ANCHORS _ HIGH STRENGTH GROUT SEE ELN6 1/4- MAX. t'c a 5000 PSI MIN. NOT BY MR GLASS FOR SPACING -q -- SHIM 1/4' MUST TRANSFER SHEAR S LOADS TO STRUCTURE LOAD BEARING 26Y W00D B OR TYPICAL ANCHOF (SOLID SHIMS WOOD STRUCTURE - SEE ELE OPTIONAL TO GROUT) SEE NOTE SHEET t FOR SPACIN 3 N r Wx tl '1 ° EDGE DIST LAI. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • • TYPICAL ANCHORS � � • • • . SEE ELEVATIONS — -_ _ • ••• • •FOR SPACING• • ^ 00000 • • • • �' O •• •• • 0§ m.• N12 X 1-1/2" TEKS OR • I O I $ELF DRILLING SCREWS • • • 9 • • t• AT \e X21 (..S AND 12/ O.CRMAXOM ENDS : • • : • • • • 2, O • •••• i� �LJ W 2 D �0 aXVMbII � W f�OJv EXTERIOR ` 00 714' LEAF WIDTH- _ 4 11 �- DOOR FRAME WIDTH MAX. FRAME WIDTH c 1BY e WOOD BUCK' 1/4' MAX. .: �.. SHIM �. TYPICAL ANCHORS SEE ELEV. FOR SPACING SIDELITE DETAILS .2g V Y'.• EXT _ ' Wing��-no. s '-36F \\ of 10 FL #26942 sheet 7 Ill 11 SEALED 4118118 • • • 1 BCIS Home I Login I User Registration Hot Topics Submit Surcharge I Stats & facts Publications I Contact Us I BCIS Site Map ( Links Search b a r "� Product Approval USER: Public User Product Anoroval Menu > Product or Application Search > Aoolication List > Appiication Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL20359-112 Revision 2017 Approved 1.CMr Glas' s Doorrss 8 Windd—w!-hc" 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]avad Ahmad Evaluation Report SS -Series Florida License PE -70592 Quality Assurance Entity Keystone Certifications, Inc. Quali Assurance Contract Expiration Date 08/27/2025 Validated By-- � Ammad'Riaz, P.E. ,� Validation Checklist - Hardcopy Received Certificate of Independence FL20359 R2 COI SS -Series MG -300 Alum Horizontal Sliding Window(LMI- SMI)-CI 2017.odf Referenced Standard and Year (of Standard) • Standird• ••• • • • • • • •• • • • • ••• Y ear TAS 201• 00 ••i i i•� •• 1994 TAS 20,2. ••i ••i ••• i i ••• 1994 TAS 203 1994 Equivalence of Product Standards •• ••• • • • • • ••• • • • • • • Certified By • • • • • • • • • • • • •• • • •• • • • Sections from the Code ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • ••• • • • • • • • • • Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 Summary of Products r i FL # Model, Number or Name Description 20359.1 Series MG -300 Aluminum Horizontal Large missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL20359 R2 II SS -Series MG -300 Alum Horizontal Sliding Window (LM )-2017 DWG W16-26.p_df Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-26 for span vs. load Evaluation Reports combination and installation details. FL20359 R2 AE SS -Series MG -300 Alum Horizontal Sliding • • Window (jMD -PAE 2017.E • • • • • Created by Independent Third Party: Yes 20359.2 Series MG -300 Aluminum Horizontal Small missile impact resistant aluminum horizontal sliding •• Sliding Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL20359 R2 II SS -Series MG -300 Alum Horizontal Sliding window(2j)-2017 DWG W16-28.df Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-28 for span vs. load Evaluation Reports combination and installation details. FL20359 R2 AE SS -Series MG -300 Alum Horizontal Sliding Window SM) -PAE 2017.12d Created by Independent Third Party: Yes EDNext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. sWYjj9bt 2007-2013 State of Florida:: Pnvacv Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ONS -0 - Credit Credit Card Safe .. ... . . . . . • • • • • • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • 0:0 •• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE.CHAPTER #61G20-3 • METHOD 1 OPTION D FL 20359 Date: 01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG -300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 111" (XOX) 74" (XO) Maximum Frame Height: 63" Maximum Load: +90 PSF, -140 PSF (Small Missile Impact) Installation Drawings # W16-28 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.3 Small Missile Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. Under the limitations of the attached installation drawingsj-fo tl14 belt bf p% kQotvlgdge and ability, the above product conforms to the requirements of•tre 2412 fForida Building Code. Evaluation Report Engineer: Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 000• a1ed:•1712/2!b18 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305eZ62i6978i ww&v.af en com; alfarooa@afcens.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series MG -300 Aluminum Horizontal Sliding Window (L.M.I. and S.M.I.) Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, Javad Ahmad, P.E. ••• ••i : : Chief•EBgOLger . . . . . . .. ...• ..• .• .. ..• •• . . • • . . . . . . . . . . • Y •• . • •• L. • • 1/12/2018 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 3U':!26t.697¢ I:wivvw,*fte .co[: I alfarooa@afcens.com ••• • • • ••• • • 7.vj (4) ANCHORS JJ --AT MTG. STILE ENDS --_ / AT 4" O.C. 32 3/8" D.L. OPG. 37 3/16" SERIES MG -300 VENT WIDTH ALUMINUM• N10: bONTAL SLIDING WINDOW • p�SIGR LOAD RAANIGS FOR THESE•WINDpWS TO BE AS PER • J� SHOWN ON SHEFOT 3. • • • • 0,"&VAL APPLI6� Ta•$GLE UNJTS OR SIQE BY SIDE CBINATIONS OF H.R./H.R. OR HDRI&. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TNA OR MORE WINDOWS USING • i18L16APPROVED* ML"ONS IN BEWN, • �WER DESIGN•PROSSURE FROM WIND0♦1'S! ER MULLION APPROVAL C APPLY TO ENTIRE• SYSTEM. • • *• • •• • DE • THIS PRODUCT HR9 OE4* SIGNED 4N TESTE4 TO COMPLY WITH THE • W��yUIREMENTS OFTHE 20W (6TH ED1TW46)#�pRIDA BUILDING CODE • 1NCLUTNG HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS h BUCK PAST"k%%Y OTHERS, MUST BE • 4 •)•SC•ED AND %%ALLED ADEQUATELY, Tp,-TWJFER APPLIED PRODUCT LOADS _ TO THE BUILDINQ ST49UCTURE. _. �OANN[C�HOpIRS SHALL•BE STALLED �CA>8019SION RESIRTANT,•SVACED AS SHOWN ON DETAILS • -MATEI#iAL SHALL�LYSWALI DRESS NG 0 3TUCCO.FIED EMBEDMENT TO BASE A LOAD DURATION•INCOME IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h 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. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WITH SECTION 1709.9.2. 32 3/8- -6 -Lop( FALSE MUNTINS (SURFACE APPLIED) WINDOW WIDTH (4) ANCHORS 6" MAX.JJJ''' AAT MTG. STILE ENDS HEAD/SILL A AT 4" O.C. CORNERS E �OC O$y� x \ � 041¢ n S 5 O z / W_ n O M Vit a 0 (4) ANCHORS JJ --AT MTG. STILE ENDS --_ / AT 4" O.C. 32 3/8" D.L. OPG. 37 3/16" SERIES MG -300 VENT WIDTH ALUMINUM• N10: bONTAL SLIDING WINDOW • p�SIGR LOAD RAANIGS FOR THESE•WINDpWS TO BE AS PER • J� SHOWN ON SHEFOT 3. • • • • 0,"&VAL APPLI6� Ta•$GLE UNJTS OR SIQE BY SIDE CBINATIONS OF H.R./H.R. OR HDRI&. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TNA OR MORE WINDOWS USING • i18L16APPROVED* ML"ONS IN BEWN, • �WER DESIGN•PROSSURE FROM WIND0♦1'S! ER MULLION APPROVAL C APPLY TO ENTIRE• SYSTEM. • • *• • •• • DE • THIS PRODUCT HR9 OE4* SIGNED 4N TESTE4 TO COMPLY WITH THE • W��yUIREMENTS OFTHE 20W (6TH ED1TW46)#�pRIDA BUILDING CODE • 1NCLUTNG HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS h BUCK PAST"k%%Y OTHERS, MUST BE • 4 •)•SC•ED AND %%ALLED ADEQUATELY, Tp,-TWJFER APPLIED PRODUCT LOADS _ TO THE BUILDINQ ST49UCTURE. _. �OANN[C�HOpIRS SHALL•BE STALLED �CA>8019SION RESIRTANT,•SVACED AS SHOWN ON DETAILS • -MATEI#iAL SHALL�LYSWALI DRESS NG 0 3TUCCO.FIED EMBEDMENT TO BASE A LOAD DURATION•INCOME IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h 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. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WITH SECTION 1709.9.2. 32 3/8- -6 -Lop( FALSE MUNTINS (SURFACE APPLIED) TYPICAL ELEVATIONS TESTED UNITS THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. r CONTRACTOR TOBE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. I- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. )-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. WINDOW WIDTH (4) ANCHORS 6" MAX.JJJ''' AAT MTG. STILE ENDS HEAD/SILL A AT 4" O.C. CORNERS E �OC O$y� _ _ O 0A.a 041¢ l JL ----II ) S 5 II �I II / W_ n O M Vit a 0 I II II ===_11____ -�r--- 3 II II --n-- II -rr--- u n u ° u u n B I I 32 3/8' 48 1/6" D.L. OPG. D. L. OPG. 37 3/16" TYPICAL ELEVATIONS TESTED UNITS THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. r CONTRACTOR TOBE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. I- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. )-THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #20359 Sealed: 1/12/2018 � O 3 $$ b u Wing no. 16-28 (A7 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED Q q $ 7Asd y E �OC O$y� _ _ O 0A.a 041¢ FL #20359 Sealed: 1/12/2018 � O 3 $$ b u Wing no. 16-28 • 111 7/8' 0 WINDOW WIDTH �� N I (4) ANCHORS 8' AT MTG. STILE ENDS 1/8' TEMP. GLASS Z HEAD/SILL A _ _ AT 4" O.C. FALSE LIUNTINS CORNERS + - --- (SURFACE APPLIED) �`� 1 /4' AIR SPACE O i'� i'� MAY BE USED 3/16' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS F x a f a 1 060" Interloyer 060" Interlayer e 1 Trosifol PVB �Kuraray Trosifol PVB By 'Kurorcy Americo, Inc.' C IL fLL� By Americo, Inc.' C 3/16' HEAT STREN'D. GLASS 3/18' HEAT STREN'D. GLASS u 11 5 D % D li % Ii 5 S 5 _oclim_cc_oc V G c ei Cr w SILICONE SILICONE a C Ili' y1 m DOW 795 DOW 795 to� N 22 11 It .� 22 II W 4 � 0 U Z 0 / \ 29 AT 1/4 POINTS ON LMES 29 AT 1/4 POINTS a I WIDER THAN 36" ONLY ALL SIZES 3 min 32 3/8" 32 3/8" 32 3/8 z D.L. OPG. D.L. OPG. D.L. OPG. e 0 GLASS TYPE 'A' GLASS TYPE 'Al' Z 7/16' OVERALL LAM. GLASS 7/8' OVERALL INSUL. LAM. GLASS = 37 3/16" 37 3/16' VENT WIDTH VENT WIDTH GLAZING OPTIONS tt 1'' IzI 127 5/8" pQ 8 r"Mj is WINDOW WIDTH 00 • • • • 1/4" AIR SPACE CONSISTING DE N nom' • • ANCHORS 'OURASEAL' EDGE SEAL SYSTEM • • `"•M AT • • • • • • AT MTG. STILE ENDS BY 'QUANEX' g J HEAD/SILL • • A _ - AT 4" O.C. FALSE MUNTINS • CORNEAS • 4 -- ,-- (SURFACE APPLIED) • • • • • • �`� �' MAY BE USED • • •••••• I • •• •• d L • •• •• •••••• I it it • n O �- p3 w W : D • • • • • • •'• I 1 II II C • • • /� •D ••• (�(�� ••�i� 5 / 5 II / ii 5xxxq _• \I.7 �� •••••• I II Ii 3m •ti• 2 •'� • ___b____a___ 3 � J • • • • • • I I I I I � � i. ••• • •• I II 11 o N • i/1 d • • II II I I I I I 0 •••• II II B .I I. 1111111111/�� ` � C 32 3/8" - 48 1/8" 32 3/8' :3 D.L. OPG. D.L. OPG. D.L. OPG. io 37 3/16' 37 3/16 -owing �'� no. VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS S �•` �Q;,,, 1 6-28 TESTED UNITS FL #20359 Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' k 'A1' WIDTH HEIGHT EXT.(+) INT.(-) 26-1/2" 37' 53-1/8" 63" 74' 26" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 28-1/2' 37' 53=1/6 fir 74" 38-3/8" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 r 90.0 140.0 261/2' 37" t 53„-1/8") 63" 74" 50-5/8" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 26-1/2' 37'63, 53-1/8" 63" 74"1 54" 63" 72" 81" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 125.0 24" 36" 48" 60" 72' 24" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 1 90.0 140.0 24" 36" 48" 60" 72" 36' 1 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 1 140.0 24" 36" 48" 60" 72" 48" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 1 90.0 140.0 24" 36" 48" 60" 72" 60" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0_ _136.1 OPERATING VENTS TO BE 1/2 OF THE WOW. WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. (1/2W) (1/2W) i3 :5 55-1/2- 9-11/18 83-1/4' 26" OPERATING VENTS TO BE 1/2 OF THE WOW. WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' k 'Al' WIDTH HEIGHT EXT.(+) INT.(-) 55-1/2- 9-11/18 83-1/4' 26" 90.0 140.0 90.0 140.0 90.0 140.0 55-1/2' 9-11/16 83-1/4' 38-3/8' 90.0 140.0 90.0 140.0 90.0 140.0 55-1/2` 50-5/8" 90.0 140.0 55-1/2' 63" 90.0 140.0 54" 63" 72' 81' 24, 90.0 140.0 90.0 140.0 90.0 140.0 1 90.0 140.0 54" 63" 72" 81" 36" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 54' 63" 72" 48" 90.0 140.0 90.0 140.0 90.0 140.0 54" 60" 1 90.0 1 140.0 OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WOW. WIDTH 'XO OR OX'- _ DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'A' k 'Al' WIDTH HEIGHT EXT.(+) INT.(-) 74' 106-1/4" 111" 26" 90.0 140.0 90.0 140.0 90.0 140.0 74" 108-1/4' 111" 38-3/8' 90.0 140.0 90.0 140.0 90.0 140.0 74" 106-1/'y4"" 111" i 50-5/8" 90.0 140.0 90.0 140.0 90.0 140.0 74" 106-1/4" 111" 63" 90.0 140.0 90.0 129.0 90.0 125.7 72" 84' 96' 108" 24" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 72" 84" 96" 108" 36" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 72" 84" 96" 108" _ 48 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 72" 84" 96" 108" 80" 90.0 140.0 90.0 140.0 90.0 140.0 90.0 136.5 (1/3W) (1/3W) (1/3W) � o - OPERATING VENTS TO BE 1/3 OF THE WOW. WIDTH 'XOX' -- NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'A' h 'A 1' WIDTH HEIGHT EXT.(+) INT.(-) 74" 106-1/4" 111" 26' 90.0 140.0 90.0 140.0 90.0 140.0 74" 106-1/4' 111" 38-3/8" 90.0 140.0 90.0 140.0 90.0 140.0 74" 50-5/8' 90.0 140.0 74" 63" 90.0 140.0 72" 84` 96` 108" • 24, • • • %P.06 140.0 90.0 • 140.0 90400 140.0 !010 140.0 72" 84" 96" 8'0.0 2" 4" 6" r 36'0 • • 48"• • • • 90.0 140.0 fbe 140.0 9040 140.0 140.0 90.0• 140.0 Sbt 140.0 9040• 140.0 2" 60'•1 fb.o9I 140.0 •o FLUW A7Ju N I 39� J mm Z n • • • �wq z Q 4 a O 00 00"0 • OHS _ •vQ *000 0 OM :.7 q *goo ••• o c • • •• e ti&3H LLZi46o1Q& • • •• • • • •••• o 2 ONMN� SVM" 'o •o o" • • • � VI Z • Am�yy �• • • 4f 00 00"0 • 3 U _ •vQ :.7 q *goo • o c N ice 0, • •• • • • •••• o 2 ONMN� SVM" 'o � o N J g Z O D o ' m i OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WOW. WIDTH - 'XOX' rri c o v G `11111111111!!!! AN • o c o ' owing no. 16-28 FL #20359®NA.L111�1�`�� sheet 3 of a Sealed: 1/12/2018 Sealed: 1/12/2018 VENT WIDTH MAX 1 /4IMS L. '^ A N 1/4* 25 O SHH 1n SHIM O 3 9 D.L.O. 7 OPTIONAL TO 4 TYPICAL ANCHORS SEE ELEV. G 24 SPRING LATCH FOR SPACING 2>' I Q — p ' n �Vy p� yj erl pq Y K 2�� •000.0 • • • VZQ 6 • yC • 7 �v •••• • •2 • 00•00••• •• 4Q\ 2• t 8 17D.. 000000 4 LOPG. • ra 1Y s1 �W EXTERIOR •••• • • WOOD BUCKS 0 • 000000 WINDOW WIDTH 0000 • Z 0 • •0.00• •• 0 N •00 V TYPICAL ANCHORS XO LAYOUT • • • • • o^ 3 SEE ELEV. OX OPPOSITE • • • • • • 0 o • • •» FOR SPACING 3 8 •000•• • • • • 0 Z D Z•y0 • • 0 • • 0 0 0•• 4 1/4` MAX. VENT WIDTH• • • • • • z ev ni �A.•• SHIM O O 2 S 1/4-h MAX, • • • •os- • • • OQl m N 0000 _ uCC) mI 7' 8 D.LO. SHIMS TYPICAL ANCHORS i 24 OPTIONAL TO a4 SEE ELEV. SPRING LATCH FOR SPACING Z y METAL n STRUCTURE 24A 11/4 N1 N C) � 20 m F I I 27 0 ' a " c m 4 WOOD BUC1� KS A a D.L. OPG. WINDOW WIDTH c o _ o TYPICAL ANCHORS SEE ELEV. XOX LAYOUT cc FOR SPACING `111111111T�YY 12 owing o n FL #20359 16-2o. 1 sheet 5of 8 Sealed: 1/12/2018 Sealed: 1/12/2018 EDCE DIST. �. u� � N METAL F.B.C. APPROVED > EDGE DIST. STRUCTURE MULLION h MULLION ANCHORS SEE SEPARATE APPROVAL ; O h � EDGE DIST. Zr Z `a O ALT. T�EE •.•..• • • V�Q • • TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORSAL ANCHORS • • • • Q: O SEE ELEV. ELEV. • ... i • • • FOR SPACING FOR SPACING SPACING _ U • m 3 8 3...r 1/4" MAX. • .. • O 00 o SHIMS © L .r 5 3 ALT. O Z TYPICAL ANCHORS SEE ELEV. M O J I wG FOR SPACIN a. 2 cO - O 1. 1./2" .0 C. Tia" TYPICAL ANCHORS FILLED FILLED 4 SEE ELEV. FOR SPACING 4 N d O � • ALT. v °c 5 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER � ° o .. ° • I owing no. ,'/��j�®�� EDGE DIST. 16-28 FL #20359 1��`\ sheet 6 of g Sealed: 1/12/2018 IN 1) FRAME HEAD O FRAME SILL .062 .528 .250 -� 1.345 O SILL TRACK Q FRAME JAMB im 1 1.189 7 .621 1,496 062 . . VENT TOP/BOTTOM RAIL 2,406 082 r, JAMB STILE ITEM PART # QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-T6 - 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 MG303 AS REDD. FRAME JAMB 6083-T6 - 5 MG212 AS REDO. FLUSH FRAME ADAPTER 6063-T6 - 6 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 MG304 1/ VENT JAMB STILE 6063-T6 - 9 MG207 2/ VENT TOP AND BOTTOM RNL 6063-T6 - IDA MG209 AS REDD. GLAZING BEAD (7/16" GLASS) 6063-T6 - 1OB MG210 AS REOD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - • 13 MG305 AS RTEQD. ADD-ON SILL RISER 6063-T6 - • • • • • • 14 MG321 4/ VENT ROLLER HOUSING h GUIDE CELCON • • • 0400 15 MG322 2/ VENT ROLLER BRASS - • 16 MG323 2/ VENT ROLLER PIN ST. STEEL - • 17 /10 X 1" AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS PH "0090 • 18 /10 X 3-1/2" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SM• • • • • 19 W222322 AS REOD. FIN SEAL W'STRIPPING - ULT 22 E202 AS REDD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SULL C. •_ 24A 08 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH S11• • • • • • 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTE T EEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - • • • 26 - 2/ WOW. HI -FLOW WEEPER - PREFTRRED EN EERING 27 - 1/ VENT 5/16` BOX SCREEN - OPTIONAL • a 28 - AS REDD. SILL INSERT, 2" LONG 6063-T6 AT E TION 29 - AS REGO. SETING BLOCK AT 1/4 POINTS EPOM DUROMETER 8035 SHORE R • 1—1.531-4 O7 VENT INTERLOCK 2.844 � .062_I 7.409 � .168 -� 0621.189 TYP. t3 ADD-ON SILL RISER 394 1.969 2.786 O FIXED MTG. RAIL _ 1_� f"-•125 .500- { .672 1.000 .062 1.122 O FLUSH FRAME ADAPTER 28 SILL INSERT .078 1.421 .458-1•---1 -^i P.134 985 �- .78� 1 •0� ,685 •78� .050 •865 1.029 1.098 F-1.096 25 SPRING LOADED LATCH ® GLAZING BEADS FL #20359 Sealed: 1/12/2018 Sealed: 1/12/2018 • V o O Gyi n L n • • • • • • • • • c O • • •••••• • {L=�-� • • • • Z • • • •• •• • FRAME TOP CORNER 000::* VENT TOP/BOTTOM CORNER •3 g • • • :0.000 � z 3••• • ad 0 00 0 • • • 0000 N Vb H 0 NM e~p 0 S�Mm / 0 / O C 0 O >O L O � C /// •N \ �•.• N O to FRAME BOTTOM CORNER rawing no. 7\ FIXED MTG, RAIL CORNER FL #20359®��`\ 16-28 sheet g of g Sealed: 1/12/2018 • 1BY WOOD BUCK EO 0 .- ° W2 • d � a a TYPICAL ANCHORS SEE ELEV. FOR SPACING m� r Z � 7 � m "'� X11____ _ �GZ7' BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts Publications Contact Us BCIS Site Map Links I Search I a�,(Product Approval \'ri_.r91/"" SER: Public User dbpr Product Amraval Menu > Product or Application Search > goolication List > Application Depil hgma FL # FL26351 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windo'ws Inc—t Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Yiping Wang mcy@mcyengineering.com Technical Representative Augusto Arias Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarias@mrglasswindows.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE -55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract xpiration Date"] 08/27/2025 Validated By ~—'/ Sifu Zhou,, P.E. f Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL26351 RO COI Certificate of Independence SS.gdf • : • • • • • • • (rear TAS 20f ••• •i ••• 1994 ••• TAS 202 1994 TAS43000 1994 • • • • • • • • • • •• • • • • • • ••• • • • • ••• Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/14/2018 02/26/2018 02/26/2018 04/10/2018 FL # Model, Number or Name Description 26351.1 Series MRG-400 Fixed Window - LMI Series MRG-400 Fixed Window - Large Missile Impact Limits of Use Installation Instructions Approved for use in HVH2: Yes FL26351 RO II MRG-400 FA DRWS 02.20 SS.Rdf Approved for use outside HVH2: Yes Verified By: Yiping Wang FL#55983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +52/-100 Evaluation Reports Other. FL26351 RO AE Evaluation ReuQIj SS.odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. yriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick hem. Product Approval Accepts: Credit Card Safe go goo • ......gee 00 0 go see .. 0 . ... 0 000 . . . . . • • ... • . ... • . .00 : : • • 0 0 8501 SW 124th Ave. Ste. 205A MCY ENGINEERING, INC. P�oFL. 71011 7 GLAZING CONSULTANT F: 305 279-6818 PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Mr. Glass Doors and Windows 8120 NW 84TH ST Miami, FL 33166 Product Name/Model & Description: Series MRG-400 Fixed Window Fixed Window — large missile impact Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be required following applicable Code modifications or revisions. Code: 61h Edition Florida Building Code (2017), inclusive of all Supplements effective as of this report date. Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #AD18-01, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations 4,00 • .see ... . . . . ... 11 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 February 9, 2018 Product Approval Administrator Codes & Standards Section Florida Department of Business and Professional Regulation 2601 Blair Stone Road Tallahassee, FL 32399 Ref: Series MRG-400 Fixed Window — L.M.I. Certificate of Independence Dear Sirs, As the structural design engineer retained by Mr. Glass Doors and Windows on the product referenced above, I do hereby declare that 1 do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product and also that my company is not owned, operated, or controlled by Mr. Glass Doors and Windows in any way. %C.,.WA%VjQ',��4 .•GEN S R •.•• .• � %irWPe)y, 2018 .. ... . . . . . ... •t• . ,• . . . .. . . • . ••• . ... •• •• 0 1 7/8 44 1/4" D. L.O.W. A MA14" DI X. r c D1 OPP // pp— O 0 p FIXED WINDOW ELEVATION (fE5T 51ZE 5HOWN) FALSE MUNTIN5 (SURFACE APPLIED) MAY BE U5ED FRAME FRAME FRAME WIDTH WIDTH WIDTH wi-- wF wl— •• • _ _ 0.0040 •••• I II • • t� J 0000 00:00• •• •• FRAME FRAME FRAME 0WIDTH WIDTH WIDTH 0000•• • • • wF- wF- w1 -A • LD LD so 0 wtu L J U w= FRAME FRAME WIDTH WIDTH WIDTH oL w oC uiJ w = w = ALLOWABLE LOA05 FOR ALTERNATE 5HAPE5 A5 5HOWN ABOVE OR 51MILAK CAN BE VERIFIED BY IN5CRIBING PICTURE WINDOW 5HAPE WITHIN SQUARE OR RECTANGLE A5 5HOWN IN DOTTED LINE5 AND OBTAIN ALLOWABLE LOADS FROM TH05E 5HAPE5. WIDTH OR LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY A5 5HOWN ABOVE. U z REGI DA RECI IU! RAf � V p Npc teen F ��i • • �1 R,, • �� ADIB-01 2 OF 9 =EBRUARY20TH, 2018 • 0000•• 0000:• • • • 0000•• MR. GLASS DOORS AND WINDOWS, INC. SERIES MRG-400 FIXED WINDOW LARGE * SMALL MISSILE IMPACT GENERAL NOTES: - TH15 PRODUCT HA5 BEEN DE51GNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WINDOW5 RATED FOR LARGE M1551LE IMPACT, IMPACT 5HUTTERS ARE NOT REQUIRED. THE5E WINDOW5 ARE APPROVED FOR AIR AND WATER INFILTRATION. ANCHORS 511ALL BE A5 LISTED, 5PACED A5 5HOWN ON DETAILS, ANCHOR EMBEDMENT TO BA5E MATERIAL 5HALL BE BEYOND WALL DPE55ING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT 511OWN IN THE5E DETAIL5 ARE NOT PART OF THi5 APPROVAL. MATERIALS INCLUDING, BUT NOT LIMITED TO, STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DI551MILAR MATERIALS 5HALL MEET THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (2017) SECTION A5 APPLICABLE, METAL STRUCTURES NOT BY MR. GLA55 DOOR t WINDOW5, INK. TO BE DESIGNED TO SUPPORT THE LOAD5 IMPO5ED BY THi5 GLAZING 5Y5TEM AND TO TRANSFER 5UCH LOA05 TO THE BUILDING MAIN 5TRUCTURE. ULTIMATE LOAD OBTAINED FROM A5CE 7-10, MULTIPLIED BY 0.G 5HALL BE LE55 THAN OR EQUAL TO THE MAX. DE51GN LOAD IN THI5 DOCUMENT. THE DE51GN LOADS 5HOWN IN THI5 DOCUMENT ARE ALLOWABLE DE51GN LOAD5. DRAWING5 INDEX 5HEET TITLE CONTENT REV. DATE 01 COVER GENERAL NOTE5 AND IN5TRUCTION5 02 E I WINDOW ELEVATION 03 G I GLA55 CAPACITY CHART5 04 DI WINDOW DETAIL5 05 Al ANCHOR OPTION5 OG A2 ANCHOR OPTION5 07 BOM BILL Of MATERIALS 08 150 A55EMBLE DRAWINGS GENERAL NOTES: - TH15 PRODUCT HA5 BEEN DE51GNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (2017) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WINDOW5 RATED FOR LARGE M1551LE IMPACT, IMPACT 5HUTTERS ARE NOT REQUIRED. THE5E WINDOW5 ARE APPROVED FOR AIR AND WATER INFILTRATION. ANCHORS 511ALL BE A5 LISTED, 5PACED A5 5HOWN ON DETAILS, ANCHOR EMBEDMENT TO BA5E MATERIAL 5HALL BE BEYOND WALL DPE55ING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT 511OWN IN THE5E DETAIL5 ARE NOT PART OF THi5 APPROVAL. MATERIALS INCLUDING, BUT NOT LIMITED TO, STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DI551MILAR MATERIALS 5HALL MEET THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (2017) SECTION A5 APPLICABLE, METAL STRUCTURES NOT BY MR. GLA55 DOOR t WINDOW5, INK. TO BE DESIGNED TO SUPPORT THE LOAD5 IMPO5ED BY THi5 GLAZING 5Y5TEM AND TO TRANSFER 5UCH LOA05 TO THE BUILDING MAIN 5TRUCTURE. ULTIMATE LOAD OBTAINED FROM A5CE 7-10, MULTIPLIED BY 0.G 5HALL BE LE55 THAN OR EQUAL TO THE MAX. DE51GN LOAD IN THI5 DOCUMENT. THE DE51GN LOADS 5HOWN IN THI5 DOCUMENT ARE ALLOWABLE DE51GN LOAD5. •iwwi• • 4 �O}� • � iwwwww •www Z � -' wiwiii iiw• � ii •wiiwi Z�r.w � J •• iiwwi • � • • w • • • W� •wiww �tli� � E Z V c •iiww• •wiwwi • • 0 �v • • z w • •iiiww •• • a i. •wiwi mj O 2 INSTRUCTIONS: a •�•••a° -_- to U5E CHART5 A5 FOLLOWS.neo.. we axe•°. STEP 1: DETERMINE DE51GN WIND LOAD REQUIREMENT5 BA5ED ON WIND„�„^.;",E.,"^ ",n`'"�e.• d p O is Z � VELOCITY, BLDG. HEIGHT, WIND ZONE U51NG APPLICABLE A5CE 7- 10 STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. TM”' 3 Z STEP 2: 5EE 5HEET G I FOR GLA55 OPTION5 AND CHART FOR APPROVED e o x g� N w LOAD OF DESIRED FRAME 51ZE WITH GLA55 OPTION5. o- :.+* eee K " g X w O fi STEP 3: APPROVED ANCHOR OPTION5 5HEET5 A 14 A2. o-, ,� m` n 0 F ANCHOR SPACING SEE 5HEET E I.TX=Xe; y rea:eTM °w: w Q STEP 4: THE LOWE5T VALUE RESULTING FROM STEPS 2 AND 3 5HALL O m APPLY TO ENTIRE 5Y5TEM. aa�om rn K i ABBREVIATIONS AND SYMBOLS .` t �� DA Ra D.L.O. - DAYLITE OPENING NOc zsan m sHowa a^ F.H. - FRAME HEIGHT 5ECTION NUMBER * F.W. - FRAME WIDTH QF W/ - WITH 5HEET NUMBER •;2 W/O -WITHOUT�'• d� ADlf3-01 O �, 1 OF 9 O.C. - ON CENTER 4�F$3 FEBRUAR 20TH, 2018 'L✓1 VIV L1lI1V 1./11 111.11 I - I JI VLJI VIV L1lF1V umr/llill 1 - v✓! (GLASS) (GLASS) FRAME 51ZE5GLA55 TYPE5 FRAME SIZES GLA55 TYPE5 AME FRAME G 16 G I A G2 E G2A WIDTH HEIGHT G! 4 G I A G2,1, G2A inrrl HFIr_rlr 65.0 100.0 26 I/2 65.0 100.0 65.0 100.0 37 26 65.0 100.0 3/1 G' HEAT STREN'D GLA55 3/16" HEAT 5TREN' jGLA55 54 65.0 00.0 53 1/8 65.0 00.0 0.090"PVB INTERLAYER fs' 0.090" 5ENTRY LA5 TE YER ss•sis 19 1/8 BY'KURARAYAMERICA, INC.' BY'KURARAYAMHRICAYJIpIC •58.0 0s17 58.0 89.0 65.0 100.0 3/ 1 G" HEAT 5TREN'D GLA55 3/16" HEAT 5TR;J[ GLA55 65.0 89.0 100.0 26 I/2 37 353/8 65.0 65.0 100.0•ws•�• 100.0 65.0 100.0 53 1/8 65.0 100.0 11 11 • NH 65.0 ! 00.0 9 I /8 65.0 100.0 • 2 ♦cg w :wwsws 60 65.0 00.0 26 I!2 65.0 100.0 w - sssws s •ws• (T •• r s 58.0 52.0 89.0 80.0 37 53 I/8 50 5/8 65.0 62.0 100.0 95.0 =n ' m •ssss• • • FA a4 ? `s ••*•• •ssss• 65,0 100.0 19 1/8 65.0 100.0 - ��n' -_ •� •• y� ; 65.0 100.0 26 V2 65.0 100.0 : • • • • w 2� tst7 3 sswsss • 65.0 100.0 37 63 65.0 100.0 9 9 s • Z "� • 66 65.0 100.0 53 1/8 59.0 90.0 / �11,. wssss• sa.o 59.0 -19 1/8 6s.o 00.0 10 GLASS TYPE 'G I 10 GLASS TYPE 'G2' •s 52.0 80.0 26-I /2 _ • 76 65.0 00.0 7/1 G" NOMINAL OVERALL s 7/1 G" NOMINAL OVERALL • • • wsc< • +s so i 65.0 100.0 37 65.0 100.0 • • • 72 65.0 65.0 100.0 100.0 t00.0 /4" AIR SPACE 3116" HEAT STREN'D GLA553/1• I/8" TEMP. GLASS 0.090"PVB INTERLAYER BY'KURARAYAMERICA, INC.' 1/4" AIR SPACE 6" HEAT 5TREN'D GLA55 I/8" TEMP. GLA55 / 0.090"SENTRYGLASINTERLA BY'KURARAY AMERICA, INC.'65.0 • • za R 58.0 89.0 100.0 3/16" HEAT 5TREN'D GLA55 3/ 16" HEAT 5TREN'D GLA5565.0 78 G5.0 65.0 100.0 100.0 N ALUMINUM SPACER(1 jw ALUMINUM SPACER265.0 00.065.0 100.0 Z 65.0 I o0.065.0 O,,yp, S84 100.065.0 00.0 11 O 100.0 9 90�,90 fi65.0 65.0 100.0 --- 12 12 U) 65.o I oo.o GLASS TYPE'G I A' 'G2A' WGLAS g R 65.0 00.0 13/ 16" NOMINAL OVERALL 13/1 6" NOMINAL OVERALL a y U m 96 65.0 100.0 65.0 100.0 102 65.0 65.0 100.0 100.0 •�`�( 1 65.0 100.0 4 G 1 08 65.0 100.0 ��` .•;.fit C,•. v RpIDA� �R 63 N11k'I 7 ozoene 1 14 65.0 100.0 `�� r10 9.�N. 2GeseiRAN* t rssnoww NOTE: • t GLA55 COMPLIES WITH Oma.` ASTM If 1300-0 • P'�..��,, ante-"ol (3 SEC. GU5T5). F.... . C 3 OF 9 FEBRUAR 20TH, 2018 MIN. TYP. ANCHOR. FOR ANCHOR OPTION 5EE SHEET A I b A2 = O O AL TYP. ANCHOR, FOR ANCHOR OPTION 5EE SHEET A I A2 jM B OPTION •• DI • • • • 0000• •• • 00 • • • • 0000•• � • 0000• 0000•• tim °� 0000 • • • ..•R7.• ��'L • N " • 0000• • $ 0000 m oc ��`- �' 0000 ..:..: t� 0 • • • ..• 00 N • .. • . 6 •00.60 • . • z 6 ^ • • • U � ji 0 0000• U • • • W • .. •Lo • f7 Nn •. •.• • • • OQ CJS Z 3 1 o z � �LL z LL 7 B LUSH ADAPTOR OPTION o h W g� � J( Q 94 I U 1 I NO 8'AT OPt�� AD18-01 FEBRUAR 20TH. 2018 I CWX 28677 * ,4a 4�O AD18-01 ►��, SOF 9 2018 x ... . Z N hh ..... • 'uX • • �C�'u. ..... .. TYP. ANGHOP. W 000000 MEET A2 i o S . • • • fPOdED • • W ^� >i^ ' v • • �••••� O MULLION •_ " 3EE SEPARATE a a% I CWX 28677 * ,4a 4�O AD18-01 ►��, SOF 9 2018 CONCRETE f'c = 3000 psi ANCHOR OPTIONS : TYP, ANCHOR SEE E I FOR MIN. SPACING EDGE DIST BIW / METAL TYPE "A": 114" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K5p TYP. ANCHOR 5EE E I FOR 5PACING MIN. EDGE [ 1 1/2 " EMBED INTO WOOD (5G=0.55) \ WOOD Bl TYPE "B": 1/4" DIA. 'ELCO' ULTRACON OR WOO 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE 5T U OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K51) 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 5M5 5CREW (Fu=74K51, Fy=57K51) INTO 1/8" MIN. THK ALUMINUM MEMBER (GOG3-T5 MIN.) # 14 TEK5 SCREW (Fu= 120 KSI, Fy=92K51) INTO 1/8" MIN, THK5TEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE * MASONRY= 1 1/2" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL = 3/4" CONCRETE AT HEAD , SILL OR JAMB fc'=3000 P51 MIN. UNLE55 SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 P51 MIN. WOOD 5G=0.55 MIN. TYP. ANCHOR E I FOR CING t TYP. ANCHOR 5EE E I FOR MIN, SPACING EDGE D15T. CONCRETE f'c = 3000 p51 IN. z • j • AND LLION`p•• • • - ••••:• 3 SEE PARATE • ••• • • ••••• • •• •< o" s�••• TYP. ANCHOR •• s�= • WN ••••• SEE E I FOR •' • • •v %N • SPACING • • • • ••••!}Z �u - • ••• • x • • wW _ �_ •• • TYP. ANCHOR • - i f7 N m ••••• • n L - 5EE ELEVATION FOR 5PACINv • -a L 1 za a U Z o z LL Z <" U)r�LL U) W gR F.W. F.W. w w 0 , x FLORIDA APPROVAL MULLION i SEE SEPARATE APPROVAL 11 5EALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH 51LICO WOOD BUCKS AND METAL 5TRUCTURE NOT BY MR. GLA55 WINDOWS AND DOOR5, MUST SUSTAIN LOA[ IMPOSED BY GLAZING 5Y5TEM AND TRANSFER THEM TO THE BUILDING STRUCTURE `Al C �1►E. �I VRIGA R 9S TPV' * �i rime! a E Np. 28677 As snw * a� • pF . W 018 AN TYP. ANCHOR EE E I FOR PACING �_ �tN TYP, ANCHOR E I FOR ACING TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu= 1 77K51, Fy= 155KSI) 1 112 " EMBED INTO WOOD (5G=0.55) TYPE "B": 1/4" DIA. 'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 KSI MIN. CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 1/4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= i 55K51) 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH I 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 SMS SCREW (Fu=74KS1, Fy=57KS1) INTO 1/8' MIN. THK ALUMINUM MEMBER (6063-T5 MIN.) # 14 TEKS SCREW (Fu= 120 K51, Fy=92K51) INTO 1/8" MIN. THK STEEL, ANCHOR EDGED DISTANCE: INTO CONCRETE 4 MASONRY= 1 1/2" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL = 3/4" CONCRETE AT HEAD , SILL OR JAMB fc'=3000 PSI MIN. UNLESS SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 PSI MIN. WOOD 5G=0.55 MIN. FLORIDA APPROVED MULLION AND MULLION ANCHORS SEE 5EPARA APPROVAL • TYP. ANCHOR 5EE E I FOR SPACING TYP. ANCHOR CONCRETE f'c = 3000 psi TYP. ANCHOR CONNECTION SEALED WITH SILICONE. 5EE E I FOR A2 ��` ��fj �iG.•,�E.0 *401DA RE Y'*' SPACING o Np �.. 28877 • c M S— a;" GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADS * / � �" IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM CF P" TO THE BUILDING STRUCTURE •r2 • OF FEBRUAR 20TH, 2018 • • if= :,a• • W Z a _ • a • . �< a a= SEALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH SILICONE. �� A2 ��` ��fj �iG.•,�E.0 *401DA RE Y'*' OZN&18 WOOD BUCKS AND METAL STRUCTURE NOT BY MR. Np �.. 28877 • c M S— a;" GLASS WINDOWS AND DOORS, MUST SUSTAIN LOADS * / � �" IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM CF P" TO THE BUILDING STRUCTURE •r2 -9t OF FEBRUAR 20TH, 2018 2.848" �n O O N 12) o r\ O 1.189" 1.721" I . G74" LnIC)- 0 0 N O O O 1 2.7,50' l I MGR E0 EAD, 51LLG JAM5G (-,--,PERIMETER COVER I 3 FLUSH FRAME ADAPTER MRG-215 GOG3-TG MGR -212 GOG3-TG 0.458" TI i .09G" 5 GLA55 OTOP_ MGR -210 GOG3-TG BILL OF MATERIALS ITEM PART DESCRIPTION MGR -201 fRAME HEAD 2 MGR -215 PERIMETER COVER 3 MGP -212 FLUSH ANCHOR ADAPTOR 4 MGR -209 GLA55 STOP (INSULATED LAMINATED GLA55) 5 MGR -210 GLA55 STOP (LAMINATED GLA55) 6 1/4" HH TAPCON 7 - 8-18 PH PH 55300 L= I " A55Y SCREW 8 - 10- 16 5M5 PH F11 L= i" 55300 9 - BULB GASKET ULTRAFAB E2O1 to SETTING BLOCK 3/1 G'THK X 112" X 1 " SANTOPRENE I I DC975 DOW CORNING 795 12 - 1/2" X 5/8" SETTING BLOCK LAMINATED GLA55 13 - GLA55 SPACER MATERIAL 6063-T6 6063 -TG 6063-T6 6063-T6 6063-T6 A5 REQUIRED 5T/5T 5T/5T VINYL SILICONE SANTOPRENE ALUMINUM 014" 11 � + • .. . I .09G" • %4GLA55 STOP �•:••• —MGR -209 GOG-l'�• •••••• TECNOGLA55 TECNOGLA55 TECNOGLA55 TECNOGLA55 DOW TECNOGLA55 • • • • 0 0 0 0•• ., • • 0 09.060 000.00 .• V - 0 • • - r. *sees • (� = • • •.•. • 1 a • WN •••••• ° • :•:Z v I ' •.•. Q- 0 • a 0000 z z ♦` c`qe. �i PARTS �` V • RIDDAAj R 8J 1Y1ryk �I o7roan8 NO . 28677 As sNa O FS• ••••p.� �`♦ 8 OF 9 FEBRUAR OTH,2O18 (8) #10 x 1/2"LG FH SMS S/S 1/8"x11/4"x 6" CIRCULAR OR ANGULAR WINDOW CONECTION G WERS ELDED ODE ER4043) 00 rcr RECT. OR SQUARE #'•, , WINDOW CORNER 2018 AD18` 01 9OF9 ? N W F n 7 • � N C •�• Z Z C • C u n • • • • • • • •2 3 o • • d Q�fi • g UNF c9 0.� U w �o w m K i ISO 2018 AD18` 01 9OF9 S � J BCIS Home Login User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map Links Search Florida raProduct ApprovalUSER: Public User "r- - - ;. P Product Aooroval Menu > Product or Application Search > Anolication List > Applik2tion Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL20352-R2 Revision 2017 Approved Fr Glass oos & Win dows Inc.Dr— 8120 NW84thSt Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Single Hung Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE -70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27%2025 Validated By A mmad�Riaz, P.E. V Validation Checklist - Hardcopy Received Certificate of Independence FL20352 R2 COI SS -Series MG -200 Alum Single Hung Wlndow(LMI-SMI)_ CI 2017.12df Referenced Standard and Year (of StWffli-M gWdb • • Year • •• • • JAI 2V•i •• 1994 • • • • %1272 i • • • 1994 TAS 203 1994 • • 0:0 • • • • • • Equivalence of Product Standards • � • • • • . • Certified By • • • • 0.00 •• • • • • • • • • • • • • • • • • • Sections from the Code ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description . .. . .... 20352.1 Series MG -200 Aluminum Single Large missile impact resistant aluminum single hung window. Hung Window ••• . . .. . . . .. . .. Limits of Use Installation Instructions • • • • 0 0 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL20352 R2 II SS -Series MG -200 Alum Single Hung W"n w(LM )-2017 DWG W16-20.Rdf Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-20 for span vs. load Evaluation Reports combination and installation details. FL20352 R2 AE SS -Series MG -200 Alum Sinale Hung Window fUU) -PAE 2017.E Created by Independent Third Party: Yes 20352.2 Series MG -200 Aluminum Single Small missile impact resistant aluminum single hung window. Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20352 R2 II SS -Series MG -200 Alum Sin le Hung, Approved for use outside HVHZ: Yes Window SMI) -2017 DWG W16-21.pf Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-21 for span vs. load Evaluation Reports combination and installation details. FL20352 R2 AE SS -Series MG -200 Alum Single Hung Window KSMMI) -PAE 2017.p,Of Created by Independent Third Party: Yes F_ k] Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. LMyright 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: �� EA 5Fk7. Credit Card Safe ....... . ......... .. ... .. . .. . .... .. . .0 ••• • •. . .. . .. .. . . . • .. ••• . . .. . . . .. . .. • • • • • • • 0 00 00 • • 0 • • • • 0 0 . • 00 • • • • • AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 20352 Date: 01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG -200 ALUMINUM SINGLE HUNG WINDOW Maximum Width: 53-1/8" Maximum Frame Height: 84" Maximum Load: +80 PSF. -140 PSF (Small Missile Impact) Installation Drawings # W16-21 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms tQ the requireimenu of 4ia2017 Florida Building Code. Evaluation Report Engineer: ... •• • • • . .. ••• •• • . . Javad Ahmad PE # 70592• • AI-Farooq Corporation EB # 3538 :. .'. :. .' ealed: 1/12/2018 .... ....... . 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 305.26411Cp j F: j05.;62.6°i78 I www.afceng.com I alfarooa@afceng.com . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series MG -200 Aluminum Single Hung Window (L.M.I. and S.M.I.) Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. .. ... • • • • • • • • . . • • • • . • • • . . • • • • • .. • • • Sincerely, Javad Ahmad, P.E. Chief Engineer 1/12/2018 9360 Sunset Drive, Suite 2201 Miami, FL 331744 •A 305.2648100,1 E;3.05.262.V78 I www.afcena.com I alfaroop@afcens.com . • . . . • . . . . . .. •. . . . .. .. ... . . . .•. . Y 1/8" TEMP. GLASS 3/16" HEAT STREN'0. GLASS 060" Interlayer Soflex Clear And Color Gloss BR 'Eastman Chemical Co.' O �060" Interlayer Trosifol PVB ay 'Kuroroy Americo, Inc.' (-3/16' TEMP. GLASS • • SILICONE • •AT 1/4 PUNTS ON UTES DOW 795 oo ON THIS DOCUMENT. 000000 • 18 • • • • •AT 1/4 PUNTS ON UTES • • • • • yyEE�� 23 a IDER THAN 3E" ONW ON THIS DOCUMENT. 000000 • • • • • GLASS TYPE 'A'. • . 7/16' OVERALL LAM. CLfES Is• AL ALTERED BY ANY MEANS. • •••••• • • • • • • eGi.AZING OPTIONS •rrn• .0- • • • nnn • • • • • • ALUMINUM "biritE HUNd O'NMOW REGION LOAD RATINGS POR THESE WNS TO BE AS PER CHARTS SHOWN ON SHEET 2. • • • • • • 1/4" AIR SPACE 3/16" HEAT STREWD. GLASS 060" Interloyer Saflex Clear And Color Gloss 'Eastman Chemical Co.' OR 060" Interloyer Troslfol PVB By Kuraroy America, Inc.' 1 -3/16" TEMP. GLASS SILICONE DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B' 7/8" OVERALL INSUL LAM. GLASS AMOVAL API-9ftg TO SINGLE URIVSOM •91DE BY SIDE COMBINATIONS•OF F.4/S.H. OR SINGLE 4iUNG WITH OTHER F.INDOW TYPES IN MODULES OF "C&OR BORE WINDOWS USING �.�. APPRO75 1dOL110NS IN BEIWEEN. • LOWER DESIGN pQF.OE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE, ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE do 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. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LA13EUNG_ TO COMPLY WITH SECTION 1709.9.2. 1./4" AIR SPACE CONSISTING OF: SPACER, 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PMETER OF THE GLASS, PERIMETER SEALANERIT. SILICONE DOW CORNING 791 GE 2000 OR 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' 6" MAX. HEAD/SILL CORNERS 53 1 /8' WINDOW WIDTH 46 3/4" D.L.O, (FIX. LITE) 20 1/2" MAX. A HEAD 3 II �� I it I� II I it I I 11 3 II II II i� II u / n u II II II n u u u II II FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ADDL. ANCHOR AS REOD. SEE CHART / FOR CAPACITY 3 \\r' SILL ANCHORS MAX• 7a � NOT REOUIRED SILL ON THIS DOCUMENT. FOR LOADS UPTO 60 PSF 46 3/4" D.L.O. (VENT) AL ALTERED BY ANY MEANS. 49 3/4" VENT WIDTH TYPICAL ELEVATION TESTED UNIT ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT, F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE, SHUTTERS. -NOT READ, FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. FL #20352.2 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION \\r' PROWDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED \\ Y;•• ON THIS DOCUMENT. B -THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF AL ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) -_ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. D THE PROFESSIONALL ENGNEER OFTRECORD THAT PREPARED AND SIGNATURE OF (� /�SV1®Nw Sealed: 1/12/2018 �v z � 0 :W W � Q dr OGQ O C 4 Om 0pp <622 P B a EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP PLANGE DIMS. GLASS TYPES A' & B' MOTH HEIGHT EXT.(+) INT.( 19-1/8" 26-1/2" 30. 37 48" 53-1/8" 26" (4) 80.0 140. 50.0 140. 80,0 140. 80.0 140, 80.0 140. 80.0 140: 19-1/8" 26-1/2" 30. 3T 48" 38-3/8" (4) 80.0 140. 80.0 140: 80.0 170. 80.0 140.E 80,0 140.E 28-1/2" 30' 60-5/8` 37' (6) 48' 53-1/8- 19-1/8- 26-1/2" 3-1/8"19-1/8"26-1/2" 30 63" 37' (6) 48' 53-1/8" 19-1/8" 26-1/2" 30" 74-1/4" 37' (8) 48" 53-1/8" 19-1/5- 28-1/2* 31. 78" 37" (8) 48" 53-1/8- 19-1 /,. 3-1/8"19-1/8" 26-1/2" 30" 84" 37" (6) 48' 53-1/8' -.. ., ... AT G. RAIL NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMS. EQUAL LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES A' k 'B' VADTH HEIGHT EXT.(+) 1NT.(-) 19-1/8' 26-1/2" 30" 32" 36" 37' 46' 48' 53-1/8" 50-5/8" (6) 80.0 140.0 80.0 140.0 80.0 140.0 50.0 140.0 80.0 140.0 60.0 140.0 80.0 140.0 80.0 140.0 80,0 140.0 19-1/8" 26-1/2" 30" 32" 36" 37" 48" 63" (6) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/8" 26-1/2" 30" 32" 36" 37" 74-1/4' (6) 80.0 140.0 80.0 140.0 8D,0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/8" 26-1/2" 30" 32" 38" 76" (8) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 1 140.0 19-1/8" 26-1/2' 30" 32' 1 84" (8) 1 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 C q It a S00 H a�a � UNEQUAL LITES (ORIEL TYPE) Q � a LL a • • •• • 06••00 • ••00•• •006 0000 ••666• N FL #20352.2 Sealed: 1/12/2018 awom O ^ U m 0000 v ? • I •••Z • FEZ § • 0 2 ••6• • �� • • •• • • • •000• _ �of �Ih N • • J � m4 • • • g -p. • (/1 .• Co• o 0 N N v • • C7 d W 0 0 �i+• • 0000• • • • 0000 O • • • •• Sealed: 1/12/2018 1BY TYPICAL ANCHORS WOOD BUCK SEE SPACING FOR SPACING t EDGE DIST. -a Q " I 1 J v 0 rA a L W1_/ N� r' in mill o r = I OPTIONAL TO SPRING LATCH r FOR SPACING r FOR SPACING WEEPHOLES: W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END II %WOOD BUCK 9 dl II N I ° d EDW DIST. L 1 e TYPICAL ANCHORS ��,�ABOVE TYPICALANCLiORS ABOV FOR LOADS IRE00. FOR LOADS ABOVE 80 PSF ONLY °' W1 iSEE ELEV. l I 80 PSF ONLY FOR SPACING EDGE DIST. SEE Ems• FOR SPACING v m 2 F�____________ ______�� METAL �I F.B.C. APPROVED II ' �V c� m STRUCTURE II MULLION h MULLION ANCHORS I I� SEE SEPARATE APPROVAL �I Z • J EDGE DIST.ro Sealed: 1112/2018 TYPICAL ANCHORS SEE ELEV.v FOR SPACING 8 D iQ u RSf WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS '� o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a f V AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING • • • • • N m 174" Olk ULTRACON BY O' (_177, K% Fy-155 KSI? {/�� be INTO 2BY WOOD BUCKS OR WOOD MWUCTWRES • • • • 1-1/2" MIN. PENETRATION INTO %0j Q 4WD/SILL/JAMBMJ • • THRU 1 BY BUCKS INTO CONC. 0% g�i* ISS•• 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMS S)• _ • 1-1/4" MIN. EMBED INTO BLOCKJTJAIOIBI% • • 00890 A • DIRECTLY INTO CONCRETE OR BLOCR3 • • vi i1 1-1/2" MIN. EMBED INTO CONCR"e(JOW/SILL/JAM�V 3 N JW • 1-1/4" MIN. EMBED INTO BLOCKS (JMdBS� • •• � •• ••00 X114 SMS OR F -DRI I IN . C(:R^1 j .RADE 2 CRS) 8 0 0 ,J s • INTO F.B.C. APPROVED MULLIONS* • • • I N w 1 OR • • • • 2ii•i • INTO METAL STRUCTURES (HEAD/JILL/JAWBS) • • • • O (3) THREADS MIN. TO EXTEND BWOND•MEVAL THICKNESS • ALUMINUM: 1/8" THK. MIN. (6063 ATE MIW) • • • • • STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 966* (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `o CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. n INTO METAL STRUCTURE = 3/4" MIN. • WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. . C-90 HOLLOW/FILLED BLOCK AT JAMBS fm . 2000 PSI MIN. ° o v m a ' �V b rowing no. �ss�•...... `�.� FL #20352.2 '�,,_MAL1111%� 16-21 sheat 3 of 7 Sealed: 1112/2018 FOR SPACING F.B.C. APPROVED MULLION SEE SEPARATE APPROVAL ,L ANCHORS LEV. PACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. 1 • • • • • • 0000•• 0000 0000 0000•• •• •• METAL STRO�T W% • • • • • 0 FL #20352.2 •• • 0 q h q F Z ed g W M � v �yjA OZ ao ogo'a 00otrn liza'� 4cZME Sealed: 1/1212018 wing no. 16-21 � Z N 0000• 004 Do • • • • Z • 0 � • • v a • • = � • 0000 NQ,�„ `WW' • :00.-7 J •z� • i7J v C, • N N W 0000• O 0000 Sealed: 1/1212018 wing no. 16-21 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING TYPICAL ANCHORS METALF.B.C. APPROVED • F • ; FOR SPACING EDGE DIST. STRUCTURE M. , , & MULL SEE SEPARATE AI n N Z a c � 1 EDGE DIST. p ... ° i o.. FA 10 \ 10 \ N TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING TYPI( INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER TYPICAL ANCHORS v �� SEE ELEV. FOR SPACING Z ALT. N Z a c � 1 g p ... ° i o.. TYPI( INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER FL #20352.2 wing no.'m iT Sealed: 1/12/2018 v �� N b Z N Z a Q1!tFz5 6 2 Irp �p 5np g WE O 'A Z •••• •• ••• Z S Z i•i• • O �W} I W f • • • • • 00000 • • • • • 09 • 00 f •• •• FL #20352.2 wing no.'m iT Sealed: 1/12/2018 ",09 � 1.878874 082 876 TYP. I 1.189 2.910 0 FRAME HEAD 1 FIX. MEETING RAIL FRAME JAMB 1.496 .875 1.189 .062 TYP. .715 I VENT SIDE RAIL 1.122 .078 1.421 .985 1.029 SPRING LOADED LATCH ( VENT TOP RAIL i3 0 O VENT BOTTOM RAIL 1 2.848 Q FRAME SILL 2.788 --{.583 .458+-� ;;4 .S� —{ .7aLl .050 885 .7Bd� 1 _ .050 ass .78 .050 8s 672 .062 I-1.096 F-1.096 F 1.096 O8 ® 88 10 FLUSH FRAME ADAPTER GLAZING BEADS ITEM / PART / REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 M0201 1 FRAME HEAD 8063-T6 - 2 MG202 1 FRAME SIU. 6063-T6 - 3 MG203 2 FRAME JAMS 6063-T6 - 4 MG204 1 FIXED MTG. RAIL 6063-T6 - 5 MG205 1 VENT TOP RAIL 6063-T6 - 6 MG206 1 VENT BOTTOM RAIL 6063 -TB - 7 MG207 2 VENT SIDE RAIL 6063-T6 - BA MG209 AS ROD. GLAZING BEAD (7/16" GLASS) 8063-T6 - 8B MG210 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 9 - 2/VENT SASH STOP 6063-T6 - 10 MG212 AS REGO. FLUSH FRAME ADAPTER 6063-T8 - 11 - - - 12 SL203P 2/ VENT SWEEP LATCH ZAMAK SULLNAN & ASSOC. 12A IS X 5/8' 2/ LATCH LATCH INST. SCREWS ST. STEEL OH SMS 13 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 13A - 2/ LATCH LATCH SPRING ST. STEEL - 14 /10 X 1' AS REOD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 16 E202 AS REGO. GLAZING BEAD BULB NEOPRENE ULTRAFAB 18 W7323INKDOOS AS RECD. SIDE RAIL FIN SEAL W'STRIPPING - ULTRAFAB 19A MG221 2/ VENT VENT BOTTOM GUIDE CELCON M&.4 -6c,• • • 198 MG222 2/ VENT VENT TOP GUIDE CELCON M&M 11.%TICS • • • • 19.1 /6 X 5/8' 1/ GUIDE SASH GUIDE INST. SCREW CRS FH " "I♦ 20 SL -14A-044 2/VENT ULTRAUFT SPIRAL BALANCE - • 20A #10 X 1-1/4' 1/ BALANCE BALANCE INST. SCREW - OH SMS TYPE B 22 - 1 5/16' BOX SCREEN - OPTIPNAL 23 - 2/ LITE SETTING BLOCK AT 1/4 POINTS EPDM DUROOtft#SOt5 SHORE qk 24 - 2 HI -FLOW WEEPER - PRWARt4 "NEERING PRS .. •• • • •• • ¢ 0 Z FL #20352.2 Sealed: 1/12/2018 wing no. 16-21 FL #20352.2 Sealed: �v 0� F E � g mat 0Gym g&oo 1116 aWe� W • Qb�f i U O 0 S • • • J•• • Qi • 1 • O .Jfo • • I Lj 0 •