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WS-19-415Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Parcel Number 10562 NE 4TH AVE, Miami Shores, FL 33138 1122310130210 Contacts Pertni .: S-02-19-415 Permit Type: Windows/Shutters �Ctassification: WittdctwJ€3©or Replacement' Permit status: Approved Expiration: 09/04/2019 THOMAS GARRIGAN Owner EVORA INVESTMENT INC Contractor 10562 NE 4 AVE, MIAMI SHORES, FL 331382014 ARMANDO EVORA 11223 SW 129 PL, MIAMI, FL 33186 Home: 3052185577 Inspection Re guests: Description: REPLACEMENT OF 12 HORIZONTAL ROLLING Valuation: $ 9,500.00 WINDOWS AND ONE CASEMENT WINDOW WITH IMPACT RESISTANT GLASS WINDOWS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $3.45 DCA Fee $2.30 Education Surcharge $2.00 Scanning Fee $9.00 Technology Fee $5.75 Windows/Shutters Fee $180.00 Total: $258.50 Building Department Copy Payments Date Paid Amt Paid Total Fees $258.50 Credit Card 02/22/2019 $50.00 Credit Card 03/08/2019 $208.50 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the fo ' oing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Ful re authorize the above named contractor to do the work stated. ZX�5// 0//19 Authorized Signature: Owner / App / Contractor / Agent March 08, 2019 Page 2 of 2 BUILDING Miami Shores Village t� Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 Master Permit No RECEIVED FEB 2 2 2019 FBC 201 w iq-PIIS PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC [-] ROOFING REVISION ❑ EXTENSION ❑RENEWAL []PLUMBING ❑ MECHANICAL [:]PUBLICWORKS CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: l 0 64� Z 111C— 4 4Ve (/ City: Miami Shores County: Miami Dade Zip Folio/Parcel#: _/'/ - Z2-31 D Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): o %Yl/ -I -S t�j' /-� fC fZ� q f Phone#: -30T - � '7 E3 7 Z,f Address: 10 5-Lv Z IVC 4 4 U e-tiU L City: / /4-h1 I "- h 0 aa—s State: F60 2f Zip: 33 l 3 g Tenant/Lessee Name: Phone#i Email: ivI /L IGt`+ 10/g 3 S CONTRACTOR: Company Name: (-" I/ Q (Z4 TN L/ W - A) 4) C,, Phone#: '�o r l ' f f % 7 Address: _/_/ Z�3 SW PL City: _ {'Y7 / +(r I JJ State: L Zip: 1 ip Qualifier Name: Q ("zc Phone#: ��-L/ State Certification or Registration #: 06-e %,rt Z(p ZD Certificate of Competency #: DESIGNER: Architect/Engineer. L FZ00 4 (Z- 10 Phone#: - J �� `�' OC)/ v 0 Address: 0 Z U AJ M 0,0, -jt/-Z--'2-6Cit : `i%l 14 -hl a� / Y State: R Zip: 1 ? Value of Work for this Permit: $ '7//ro 0, 0 0 Square/Linear Footage of Work: �b 2 - Type Type of Work: ❑ Addition I� Alterati n ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: P Gtz' ! e77 6C.j p RI ,v ,fes S ®,k) Cern a w� iU clot J CEJ / i mate' iz l S (.,"17 Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Technology Fee Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ ZO9 • 51b 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 /ZL Signature OWNER or AGENT The foregoing instrument was acknowledged before me this -- day of �W 4 !: J 20 L by who i Cersonall)known to me or who has produced as CONTRACTOR The foregoing instru nt was acknowledged beforemethis day of/7� A' 20 t / by 11rL►Y1 A-01 LSU 0rr•Q , who i �nallyown to me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: �h�� Sign: Print:i✓ Go Print: �E f2E q �C La Seal: Seal: NEREYDA MARCELO I.. Y f, `� a NEREYDA MARCELO MY COMMISSION Y FF 913623 MY COMMISSION i FF 913623 EXPIRES: October 25, 2019; EXPIRES: October 25, 2019 W,�- ? DOW Thr Nou y Pubra Undenrriters ;F q Thr Hots Pubrro Underwriters *************** ******************* *********** APPROVED BY� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 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). Acknowled ement: Qualifier/Owner Signature Date 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: 2. 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. ❑ 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 Ix), 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 SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 2/22/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER +. Summary Report Property Information Folio: 11-2231-013-0210 Property Address: 10562 NE 4 AVE Miami Shores, FL 33138-2014 Owner THOMAS L GARRIGAN Mailing Address 10562 NE 4 AVE MIAMI SHORES, FL 33138-2014 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq. Ft Living Area Sq.Ft Adjusted Area 1,998 Sq. Ft Lot Size 10,700 Sq.Ft Year Built 1947 Assessment Information Benefit Type 2018 Year 2018 2017 2016 Land Value $216,680 $240,844 $201,375 Building Value $112,673 $112,673 $112,673 XF Value $31,241 $31,593 $31,944 Market Value $360,594 $385,110 $345,992 Assessed Value$153,563 $97,312 $150,405 $147,312 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $207,031 $234,705 $198,680 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description FIRST ADD TO PASADENA PARK LOT 7 & S25FT LOTS 8 & 9 & N1/2 LOT 6 BLK 11 PB 6-82 LOT SIZE 100.000 X 107 OR 14696-2743 0990 1 Generated On : 2/22/2019 Taxable Value Information Previous 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $103,563 $100,405 $97,312 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $128,563 $125,405 $122,312 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $103,563 $100,405 $97,312 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $103,563 $100,405 $97,312 Sales Information Previous OR Book- Price Qualification Description Sale Page 07/01/2004 $0 22558- Sales which are disqualified as a result of 3731 examination of the deed 09/01/1990 $82,000 14696- -------------- Sales which are qualified 2743 08/01/1990 $0 14696- Sales which are disqualified as a result of 2740 examination of the deed 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.gov/info/disclaimer.asp Version Client: Project Name: Project Desc.: AL"t*AROOQammm CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PBM -WIN -DOOR Inc. Garrigan Residence 10562 NE 4th Ave Miami Shores, FL 33138 AFC Number: 17-1780 Design Criteria: i, Florida Building Code 2017 Building Height (ft.) : 15 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: Date: Feb 7, 2018 - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: -Risk Category: II - Exposure: C Disclaimer: - This document is not valid without the embossed seal of an engineer employed by AZ-Farooq Corporation. - No portion of this document may be used or reproduced in any manner. Unless authorized by signingprofessional Javad Ahmad, .E. FL# 70592 EB C.A.N. #3538 9360 Sunset Drive, Suite 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroog@afcene.com PBM -WIN -DOOR Inc. Garrigan Residence Wind Speed (mph) 175 Mean Roof Height [h] (ft) 15.00 1 2970 NW 75th Avenue 10562 NE 4th Ave Importance Factor 1.00 Height Above Gnd. Level [z] (ft) 15.00 _ Miami, FL 33122 Miami Shores, FL 33138 Exposure Category C Horizontal Dimen. of Bldg. (ft) 102.00 Risk Category 2 Roof Slope (deg.) >i0 Type of Building With Impact Protection Coefficient Kh 0.85 Coefficient Kzt 1.00 Coefficient Kz 0.85 Coefficient Kd 0.85 II I Velocity Pressure Evaluated @z (qz] (Ib/ft"2) 56.64 Velocity Pressure Evaluated @h [qh] (Ib/ft"2) 56.64 Component Size Gcp Coefficients Gcpi Coeff Design Wind Pressures (Ib/ft"2) 11111 Mark Comp Type W (in) H (in) S (in) A ft"2 Z4+ Z5+ Z4- Z5- Pos Neq Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.5 140.1 -53.7 v .. ... .. . . . .. :E 7-10 WIND LOADS ON COMPONENTS AND CLADDING: AL-FAROOO CORPORATION, 123509.W.V7th AYS, &?4M1 FL!;3178. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date Design Reference Number ... . . . ... . . 2/7/2018 4 04:19 PM 17-1780 MIAMFDiADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADME41STRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade Covxlt 4 RER - Product Control Section to be used in Miami Dade County and other areas where".allgp*Vd by thvAft horit}s..... Having Jurisdiction (AHJ). " ' • • This NOA shall not be valid after the expiration date stated below. The Miami-Dadfe teunty ProdudfContrdl ..... Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade ypty) reserve the right....: to have this product or material tested for quality assurance purposes. If this pr'g44 br materiof fails toy • •' perform in the accepted manner, the manufacturer will incur the expense of such•teg"F and the ARF may.:.. - immediately revoke, modify, or suspend the use of such product or material within their jurisdidiion'. RE$..... reserves the right to revoke this acceptance, if it is determined by Miami-Dad$ LQdgty Product Control .' Section that this product or material fails to meet the requirements of the applicabl J building coop.. ; • • • • : • This product is approved as described herein, and has been designed to comply •wi.tti the Fldrida Buildirg Code, including the High Velocity Hurricane Zone. • DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA# 17-1102.23 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-1220.07 MAMM%DE COUNTYM Expiration Date: May 27, 2024 + 4, 2019 Approval Date: January 2 i1/(p�19 Pagel Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahpaad, Pry• •'. B. TESTS •••••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FS'C, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-w*�.4*- • • • . 3) Cyclic Wind Pressure Loading per FBC, TAS" -94 . • • 4) Forced Entry Test, per FBC 2411.3.2.1, an& 'AS•202-04•..' along with marked -up drawings and installation diagram of analtftum horhontal sliding window, prepared by Fenestration Testing Laboratory, 4nc.,Jest Ria .No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. B&Nbn. P.E.• 0 • (Submitted under NOA#14-0317.01) 0000 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) E-1 Manuel P r P.E. Product Contro Ex miner NOA No. 1 1220.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. •••• (Submitted under NOA#09-0312.08) • :*0: ••• • 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-094 • : • • 2) Cyclic Wind Pressure Loading per FBC, TAS29Q3-94 along with marked -up drawings and installation diagram of a XQX<luminum • • horizontal sliding window, prepared by Hurricane Engineering 8�`l�sting,•Ine.; Test Report No. HETI-08-2228B, dated 01/15/09, signed and seale�*bXrandi(OF Tont, P.E. :00:0: (Submitted under NOA#09-0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2§1-J4. • 2) Cyclic Wind Pressure Loading per FBC, TAS203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-031 Z 08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) E-2 Manue Per .E. Product Control a, er NOA No. 1 0.07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amerjca„ Inc. fiftheir • • "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dat6A1/19/17 -expiring.... on 07/08/19. • • • • • • • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amen �.1 Inc. for Weir • "SentryGlas® (Clear and White) Glass Interlayers" dated 66t2V15, e$phdg on ....•. 07/04/18. . . . . ...... F. STATEMENTS ' 1.Statement letter of conformance, complying with FBC 5th Edition (2014), Vyi FBC 6th • Edition (2017), and of no financial interest, dated October 12, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 1 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 09/03/15 and expiring on 05/27/19. Z" 0 Manuel Per P. . Product Control Eaurin r NOA No. 18- 07 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-3 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. • • • • . . 0000 0000.. D. QUALITY ASSURANCE • 1. Miami -Dade Department of Regulatory and Economic Resourca&(RER). . 0000.. .... .. . . .. . E. MATERIAL CERTIFICATIONS 0000 ••• • 00 .... • 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray An*j*jrica, jnc. •for their • - "Trosifol® Ultraclear, Clear and Color PVB Glass InterlaW.W' dated01/18/18,•,'• expiring on 07/08/19... 0000 0000.. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray :An erica, Inc. for thCir• . .; "SentryGlas® (Clear and White) Glass Interlayers" dated •121`28/111.®*piring on 07/04/23. F. STATEMENTS 2. None. G. OTHERS 1. Notice of Acceptance No. 17-1102.23, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved on 01/11/18 and expiring on 05/27/19. Manuel Per .E. Product Control ExaVineNOA No. 1&12 Expiration Date: May 27, 2024 Approval Date: January 24, 2019 E-4 3 1/2' MAX HEAD/SILL CORNERS WINDOW WIDTH A 3. r 4• 3 _IIII- III- I I I I 1 I II �II 1 I I I II II I I II II II �I I II II I II �I 1 B 3 8y 'Kumray America, Inc.' By 'Kumray America, Inc.' \1 I� FALSE MUNTINS 31 1/4" 32 3/4' (SURFACE APPLIED) MAY BE USED D.L.CPC. D.L. OPG. 35 3/8' VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. j 1/8" HEAT STREN'D. GLASS 3 1/2' MAX. .090' Interlayer HEAD/SILL '.. Trasltol PVIi CORNERS 8y 'Kumray America, Inc.' By 'Kumray America, Inc.' 1/8" HEAT STREN'D. GLASS C SILICONE SILICONE 3 n C3 u n n 0 z ,o AT 1/4 POINTS ON UTTES AT 1/4 POINTS ON LITES 9 WIDER THAN 38' ONLY 29 WIDER THAN 38" ONLY GLASS TYPE 'A' Gr_eSS TYPE 'B' WINDOW WIDTH 10 5/8' MAX. 4' CORNERS 3 /HEAD/581 , u 1/8" HEAT STREN'D. GLASS 1/8" HEAT STREWD. GLASS .090' Interlayer .090' Interlayer '.. Trasltol PVIi SentryClae 8y 'Kumray America, Inc.' By 'Kumray America, Inc.' 1/8" HEAT STREN'D. GLASS 1/8' HEAT STREN'D, GLASS SILICONE SILICONE �+ CORNING 2 899 P EnF DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON UTTES AT 1/4 POINTS ON LITES 9 WIDER THAN 38' ONLY 29 WIDER THAN 38" ONLY GLASS TYPE 'A' Gr_eSS TYPE 'B' WINDOW WIDTH 10 5/8' MAX. 4' CORNERS 3 /HEAD/581 , u II II II II II I. I I'I Il II 11 1 II B 3 (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES AND LOADS MARKED WITH ''' ON SHEET 2 ONLY 1�m9 p8� 8 FALSE MUNDNS 32 3/P 32 3/4' ECO—GUARD SERIES -200 (�RMAY D.L oPc. D.L. oPc. ATUIJLTNUM HORIZONTAL ROLLING WINDOW 38 7/8' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER yEM ygpTH CHARTS SHOWN ON SHEETS 2. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED, /8' HEAT STREWD. CLASS AIR SPACE /8' HEAT STREN'D. CLASS .090' Interlayer Troeifol PJB By 'Kumray America, Inc.' 1/8' HEAT STREN'D. CLASS CARDINAL XL EDGE SPACER ST. STEEL SILICONE • • 000 DOW 899 • AT 1/4 POINTS 9 ALL SIZES GLASS TYPE `C 1 SETIk BLOCK AT IAM S AN IN NO C IN •READ I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2.017 (8TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B 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 KOH IMPACT, NON—METALUC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERWS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARD! THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF,WR RE EN�fT� THIS PRODUCT AND SEALING AROUND OPENING FOR • : �6t IN ON RC IN THIS ETC. D N NO' SF�WIN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, �DUter • EW BUILDING OFFICIAL````711111411 AAA'''' lI ua:e 18 ! 0. � � �• �� PM:trRc ha :rni:o:Oct¢ A0DtfC1'l:TED 70592 . us con:, lying withJlhe F1orFdn. = a;i . }*n•, Cv:i° • •Bu[1�1i♦g i1' "i1 •AG•p e•ly Nn i -1101- X5 C • • fb%*etidh Dw, 24 ,j A OF • • • Mia 1n10nCe 5d -a Cn11ol AAss/�AImL `� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • %ftU Z y 0 M E' S �0�� 0 8 a O g m O�GQ 8 tu- O i5M In co 30: �1 3Z a N v 0 W co R 8 � M drawing nD. W09-12 A : N0. OF ANCHORS PER HEAD & SILL O : NO. OF ANCHORS PER JAMB • MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OXT DESIGN LOAD CAPACFCY - PSF (X0, OX OR XX SIM) ....... WINDOW DINS. A w/o REDDT. MM REM. GLASS TYPE GIABS TYPB GIA83 TYPE 'A' 'H' 'C' EM.(+) INT.(-) W.(+) W.(_)M.(+) INT.(-) YAM HEIGHT 28-1/2' 37" 53-1/8' 74" 26' (3) 4 70.0 1 80.0 80.0 90.0 70.0 80.0 4 70.0 a0.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" . 37i 53-1/8' 74" 38-3/8' (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 60.0 80.0 90.0 70.0 80.0 8 70.0 aO.0 90.0 90.0 70.0 30.0 9 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37' 53-1/8" '!J4' 50-5/8' (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 60.0 90.0 70.0 80.0 a 70.0 8C.0 80.0 90.0 70.0 80.0 6 ` . 70.0 80.0 80.0 90.0 70.0 80.0 26=1/2" 37' 53-1/8 74' 63" - (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 88.9 77.5 80.0 90.0 70.0 aO.0 8 " 70.0' ` 70.0' aO.0 90.0 70.0 80.0 B 70.0 70.0 am 80.4 70.0 80.0 24' 36' 48" 60' 72' 23) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 7D.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 36' 48' 90' 72' (4) 4 70.0 60.0 90.0 90.0 70.0 50.0 _ 4 70.0 80.0 60.0 90.0 70.0 90.0 6 70.0 80.0 80.0 90.0 70.0 60.0 6 70.0 80.0 80.0 90.0 1 70.0 80.0 a 70.0 80.0 80.0 90.0 70.0 80.0 24' 36" 48' 60' 72' �5) 4 70.0 50.0 Bo.O 90.0 70.0 BO.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 5 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24' 36' 48 60' 72' (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 5 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 87.6 70.0 90.0 A : N0. OF ANCHORS PER HEAD & SILL O : NO. OF ANCHORS PER JAMB • MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OXT A = NO. OF ANCHORS PER HEAD & SILL O = NO. OF ANCHORS PER JAMB MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/311) (1/3W) 4 - OPERATING VENTS TO BE 1/3 OF THE WINDOW %Dtf • •� • 7i 'XOX' • old • 4 •• .•4 DESIGN LOAD CAPACITY - PSF (XOX SIZES) ....... WINDOW DIPS. W/0 REAF. WM REINF. A GLASS TYPE GLASS TYPE GTASS TYPY 'A' EXT.(.) -IT.(-) EXT.(+) INT.(-) -T.(+) INT.(-) WIDTH HDG.T 74" 106-1/4" 111" �3) 9 70.0 80.0 80.0 90.0 70.0 80,0 12 70.0 $0.0 80.0 90.0 70.0 80.0 12 70.0 80.0 B0.0 , 70.0 80.0 74" 108-1/4" 111' 38-3/8. (4) 9 70.0 50.0 80.0 90.0 70.0 80.0 12 70.0 B0.0 80.0 90.0 70.0 50.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111' 50/8' (5) 9 70.0 60.0 80.0 90.0 70.0 80,0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" x"111"+- 63'i (8) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.8 70.0 80.0 12 "70.0 70.0 80.0 80.4 70.0 80.0 72" 84" 96' 106' 24' (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 BO.0 80.0 90.0 70.0 80.0 12 .70.0 60.0 50.0 90.0 70.0 80.0 12 70.0 BO.0 80.0 90.0 70.0 8D.0 72' 84' 96" 108' 36' (4) 9 70.0 1 80.0 50.0 90.0 70.0 80.0 9 70.0 80.0 60.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 50.0 80.0 90.0 70.0 80.0 72" 84' 96, 1 D6' 48' (5) 9 70.0 80.0 50.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 60.0 60.0 90.0 70.0 80.0 72' 84' 98' 108' 60" (a) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 9010 70.0 80.0 12 70.0 70.0 50.0 90.0 70.0 80.1) 12 70.0 70.0 80.0 87.6 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL O = NO. OF ANCHORS PER JAMB MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/311) (1/3W) 4 - OPERATING VENTS TO BE 1/3 OF THE WINDOW %Dtf • •� • 7i 'XOX' • old • 4 •• .•4 A : NO. OF ANCHORS PER HEAD & SILL ( ) : NO. OF ANCHORS PER JAMB 0/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE [ENrVT6BASED ON ASTM E1300-09 (3 SEC. GUSTS) -1p W'0�' : • AND FLORIDA BUILDING COMMISSION •„ •nAh *_ DECLARATORY STATEMENT DCA05-DEC-219 W ZALL EXTERIOR(+) LOADS SHOWN ON THIS•SHS•ARE••FOR WINDOWS WITH ADD-ON RISER ATrR SME SILL • • • • • FOR STD. SILL (NO RISER) LIMIT EXT.( [;DADS 70 67.0 QSF� • • SEE SHEET 3 FOR DETAIL. • • • • • 6ti�e �'i .... DESIGN LOAD CAPACITY - PSF (XOX SIZES) ....... WINDOW DINS. W/O REINF. . WITH REM. A alASs TYPY GLASS TYPE GIABS 'CPPB 'A' 'H' 'C' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) 84T.(-) WIDTH HEIGHT 74'9 106-1/4" 111" (3) 70.0 60.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 50.0 80A 90.0 70.0 80.0 74' 106-1/4' 111 • 38-3/6' (4) 9 70,01 50.0 80.0 90.0 70.0 60.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-3/8' (5) 9 70.0 80.0 80.0 90.0 70.o aO.0 74' 63' (6) 9 70A 70.0 80.0 90.0 70.0 80.0 72' 84' 96" 108" 24' (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 81).0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96' 108" 36' (4) 9 70.D 50.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 60.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72" B4" 96' 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72' 60' (6) 9 70.0 70.0 80.0 90.0 7o.o 80.0 A : NO. OF ANCHORS PER HEAD & SILL ( ) : NO. OF ANCHORS PER JAMB 0/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE [ENrVT6BASED ON ASTM E1300-09 (3 SEC. GUSTS) -1p W'0�' : • AND FLORIDA BUILDING COMMISSION •„ •nAh *_ DECLARATORY STATEMENT DCA05-DEC-219 W ZALL EXTERIOR(+) LOADS SHOWN ON THIS•SHS•ARE••FOR WINDOWS WITH ADD-ON RISER ATrR SME SILL • • • • • FOR STD. SILL (NO RISER) LIMIT EXT.( [;DADS 70 67.0 QSF� • • SEE SHEET 3 FOR DETAIL. • • • • • 6ti�e �'i .... ....... . . ..... . ... . ...... . .... .... . . .... . (a4'u O y a 0FO u. =a O el 0ENs 0x69 M!A ILza=� J � J En W 3 In O 6 1 Z 3 �' azo L) 0 0 Wcogd f A� Browing no. �..\ W09-12 TYPICAL ANCHORS 1BY-SEEV WOOD BUCK FOR SPACING DIST. ¢ N 'eMErAL E. DISTRUCTURE MAMI-DARE COUNTY APPROVED ^. : a ° .. r 'EDGST: EDGE DIST. MULLION B MULLION ANCHORS Z SEE SEPARATE NOA ED GE DISI. al N N V V n CL O�3s Q�w19ro 1Q 0r O_ 9 TYPICAL AN TYPICAL ANCHORS TYPICAL ANCHORS Y SEE ELEV. SEE ELEV. SEE ELEV. 6 FOR SPACING FOR SPACING FOR SPACING 2 N s b II' ,y 0$FC Qa�aBR it WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a AND TRANSFER THEM TO THE BUILDING STRUCTURE. J TYPICAL ANCHORS: SEE F1EV. FOR SPACING � J WEE HOLES: 1/4" DLA ULTRACON BY"ELCO' (Fu -177 KSI, Fy-155 KSI) W1 - 3/8" X 2-1/4" WEEPHOLES AT EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES " AND 37O.C. MAX. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS SEALANT: 3 W ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1'1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 -p;n JOINT SEALER. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) OQ 6M W DIRECTLY INTO CONCRETE OR BLOCKS Z_ 3 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 Z}IyJ r� ! 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) ON- BvS �I #14 SMC OR SELF DRILLING SCREWS (GRADE 2 CRS) W U9 0 INTO MIAMI-RADE COUNTY APPROVED MULLIONS ii OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 2 ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) 9 STEEL: 1/8' THK. MIN. (fy - 36 KSI MIN.) c R R 14 15 18 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 TYPICAL EDGE DISTANCE qq U C INTO CONCRETE AND MASONRY - 2-1/2" MIN. 01 2 a INTO WOOD STRUCTURE - 1" MIN. t8 17M SIM sa" INTO METAL STRUCTURE = 3/4" MIN. ro M WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. o I 3 �'�` ; d • • • • • • • CONCRETE M' RIEAD, SILL OR JAMBS Vc - 3000 PSI MIN. o g 6 d Ism 'rr^ • • • • • • i90*,HO:—OW/FILLED BLOCK AT JAMBS I'm - 200D PSI MIN.fil 8 I I H \ •• •• • • • • ••• •• ``��1 �l,yj77I77 g d.' • I I 4ca: ::>.:r .`s ig'r f7.z 70592 ,4, v h \. '.• • • •'•If3 ile:p rwil • • b ]PRODUCT REVISED _ {7 \ • D •Plying with the Florid. b . d \ e.D I ,• TYPCAL ANCHORS ,.,,:'vg -' I \ upcozie TYPICAL • RS 4f...._. • =,'t 2.1i A. `. ••� . I SFE ELEV. 18Y `SEE ELEV. •5:e1t:[i a.J•1'rt'dae:F •I 9 WOOD SUCK ATE OF,y� droWin n0. W7 FOR SPACING FOR SPACIIRi • • • • • • • • • �i ORIOP. \ �� W09-12 e • • 111/// • ♦ t DyG' •EDGE DIST. EDGE DIST. M116-tamProduct Control '/'�S/r o�%11,•��`` sheet 3 of 7 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 1/4' MAX. 4 U W 1/4' MAX. SHIMS SHIM Oloy �Y IIIj� C D O E 5 W000 BUCKS Z I 21 a 7 O Y q J TYPICAL ANCHORS Mi TYPICAL ANCHORS 1 ° • SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING ' - - - - 5 µ1uI 23 1 1f4' 0N,4 o _ p _. SCREEN OPT. ____ 3 d' A o W O 7 17 0 e 4 STEEL REWFORCINC 11 12 AS REQO. C STRUCTURE SEE SHEET 2 FOR CAPACITY .� METAL WINDOW WIDTH Q XO LAYOUT s 1/4' MAX. J n 1/4' MAX. VENT WIDTH VENT WIDTH SHIMS vi SHIM D.L. OPG. D.L. OPG. 1BY n © O WOOD BUCKS 2 a 7 S!lLu v 17 v TYPICAL ANCHORS ?- SEE ELEV. 1 FOR SPACING g _ /2• 25 F O i52 �rLL��r�"ff M m 17 0 „ 7 1i4' _. ----SCREEN OPT ---- _ _ -SCREENLLJ -----------�i U O v 0 7 a W W mZ g 77 4 11 1 D.L OPG. STEEL REINFORCING AS REQD. EX'T'ERIOR WINDOW WIDTH SEE SHEET 2 FOR CAPACITY y y 8 Q r n TYPICAL ANCHORS XOX LAYOUT 0SEE ELEV. R FOR SPACING C m MM-RADE COUNTY APPROVED MULLION TYPICAL ANCHORS ':�DUCI'RC0iE1y� SEE SEPARATE NOA SEE ELEV. FDR SPACING n es;mgFJlr� witY tLt pMb m 4eT+1".r.R Calx A:.> ,va,.�� 18 12'1 2b24 N s g s d •• ••• • • • • • 66V: ',,1e • •• • • • • ••• ��:� � :v..n�e A11111u1 Irrrrrr I JIL—A s No 70582 a PRODi1CT RI?VIS81? .. ________SCREEN OPT. • • • •: • • •: • •: •pop+ th 4Se Fton3a •• • • •Pki�Ab - 3•l�i OF •(yam drawing no. • • • • • • • • Ire i 0 0 0 0 gtwe —u. WINDOW WIDTH WINDOW WIDTH • • • •� �i/ r�f(�.%�� sheet ¢ Of 7 I[ 1 111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING COUNTY APPROVED IAULUON ANCHORS TYPICAL ANCHORS - \_TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING - 1/4' AUK O SHIMS ALT. B TYPICAL ANCHORS SEE ELEV, FOR SPACING, a 11/4' o � � e _Q , .'� ROWICT RCIP as eti�pls•(Rg wkh Hle Fbrw pp C��rlda Exguo;:cry Dsis r LA •• ••• • • Y •5 0 6 S • • UCppw • • • • • • •'�� :": i'+.�J�+-r (�' _ 11/111s11 `/! ' ' ' ¢ INSTALLATION DETAILS TUTH FAFTER • • • • • t)��BF •, PRODUCT REVISED • • • • •+P1Yia9 with Lhe Florida = • • 8+&4p �• b • • • • de •p �' • • • • q�cePianc•Nol'ryaxs'+! •• • • • Ezgiralipx Oeu� IE OF � �� drawing no. . • • • • • • • • By • Miami A/��/�/4�-1t\t\ W09-12 sheet 5 of 7 • Lade Prod�tLarfnil ••• • • • • ••• • • • ••••• • • • • • • 1.067 0 .715 �— 1.434 .813 A62 B I 1.140+1 O VENT TOP/BOTTOM RAIL FRAME HEAD 1 O FRAME SILL 1.314 .250 .340 .312 .OB2 SILL TRACK Q JAMB STILE 2.063 rI LC, 1250 �Jj 1.140 L�r�J 1.349 .982 L 1.344 O MEETING RAIL 2168--j 1.422 � 1.202 .082 1.375 r1 FIXED MTG. RAIL MOV. FRAME JAMB SO FIXED FRAME JAMB STEEL REINFORCING .519 130 .71—�045 .803 .pq5 3 1.047 1.047 t0 GLAZING BEADS 2.688 062 .500 69 T_ ==4 2611 28 FLUSH FRAME ADAPTER TTKIL PAIL[ f QUANT17T DESCRTPTIDN MATERIAL MANF./S"F1aR/REMARKS 1 FY201 1 FRAME HEAD 6063–T6 – 2 FY202 1 FRAME SILL 6063–Te – 3 FY203 1 SILL TRACK INSERT 6063–T6 – 4 FY205 AS REOD. MOV. FRAME JAMB 6063–T6 – 5 FY101 AS READ. FOOD FRAME JAMB 6063–T6 – 6 FY104 1/ VENT FFXED MTG. RAIL 6063-16 – 7 FY105 1/ VENT VENT INTERLOCK 6063–T6 – 8 FY206 1/ VENT JAMB STILE 8063–T6 – 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063–T6 – 10 FY108 AS REDD. GLAZING BEAD (LAM. GLASS) 6063–T6 – IDA FY110 AS READ. GLAZING BEAD (1NSUL LAM. GLASS) 6063–T6 – 11 – AS RE= REINFORCING BAR STEEL – 12 – AS READ. I REINFORCING BAR STEEL – 13 FY204 AS RIE00, ADD–ON SILL RISER 6063–T6 USE AS READ. 14 FY208 4/ VENT ROLLER HOLISING & GUIDE CELCDN – 15 FY209 2/ VENT ROLLER BRASS – 16 FY210 2/ VENT ROLLER PIN ST. STEEL – 17 X18 X 1- AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 %8 X 3- 2/ VENT FIX RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REOD. FIN SEAL WSTRIPPING – ULTRAFAS 20 03007190 AS REDD. BULB SEAL Q–LON SCHLEGEL 21 E207 AS REGO. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FIB -50 AS REOD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH – SULLIVAN 8 ASSOC. 25 #8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WOW. WEEP VALVE – PREFERRED ENG. PRODUCTS 27 – 1/ VENT 5/16' BOX SCREEN – OPTIONAL 28 FY120 – I FLUSH FRAME ADAPTER 6063–T6 OPTIONAL 29 – 2/ LTTE I SETING BLOCK EPDM I DUROMETER 80±5 SHORE A �V- 'Z w 2b 00 d Tnm FyaF t V Q�� 0 0. & ROMCT R6NEWr4 m �14 e esrmPlying wt13 tke FloiMs 0 m _ . •+ • • '.pi,1'F. £'nCc 07 m ' e o 6 d • • • • • E- d12W. ra1:,n T" • • • • • • • 1y1111117tI • • • • • s'e Pnrj�Mu `� F�" i ry o PRODUCT REVISED o iyyin • • • • • • • • • • • • oa rnm • • • • HL1Idi�C�G • � with the Florid.Acce • • • • �} :Z � OF drawing no. • Expi fancGtdo '�A��lrl1ia • • " Jill11"�`` sheet 6 of 7 ••• • • • • ••• • • •• •• • • • • • • ••• • • • • •• •• 17 ,7 z q�� o q � Oacs� C c me JUJ � FRAME TOP CORNER J W VENT TOP/BOTTOM CORNERS aWa G� 4� ro 17 iG 06, 0 co Z 3, 3Z� � 0'uj Wco2� 0 1 VAN, 1 ROOUCM+Tat •uh tht'R1wli ° ' a Railing Code •• •.• • • cct arse Nu �B'i27�• oGue • t er,ir 4. • • • • • • \\\\11111 !//��' 000 00 eke FRAME BOTTOM CORNER S PROIIt;C7 RHVISGU •• ..• es comPlYirig with the Fl000 18 • Auc tans •yOZ.33 — , (� I • •40 0 • • • • ggveNwDet. OF f(/ drawing no. ,,, FIXED MTG. RAIL CORNER • • •.• •.• Miami! PrOdct Coa!rol ''` sheet 7 0} 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' MIAMI•DADE MIAMI-DADE COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamid2de.2ov/economv Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where 411o%ed by tl4e Adtkority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dada C"m ty Projlutl �bntrol� Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Bounty) reserveohe right. to have this product or material tested for quality assurance purposes. If this prQddct•gr matevial.fails to: perform in the accepted manner, the manufacturer will incur the expense of such WFAlltg and the AI'iJ mayto.... immediately revoke, modify, or suspend the use of such product or material withingtVeir juriscZNo% REIO • o •. reserves the right to revoke this acceptance, if it is determined by Miami -Dade: * * nr Pro$uc1"Control' • • •; • Section that this product or material fails to meet the requirements of the applicable;buitdipg code. This product is approved as described herein, and has been designed to comply with the Flor CtAaildim! Code, including the High Velocity Hurricane Zone. • • .. V09% DESCRIPTION: Series "Eco -Guard 500" Outswing Aluminum Casement Window — L.M.i' • • APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision F dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has .been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of anv product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.10 and consists of this page I and evidence pages E-1 and E-2. as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P. E. I DARE COUNTY �2. NOA No. 17-1011.22 MIAM t Expiration Date: May 19, 2021 Approval Date: December 21,2017 Page I Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad. P.E. 0000 B. TESTS 0 • ' 00 • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • 2) Uniform Static Air Pressure Test, Loading pes FZC TA$�2d7�-94 :....: 3) Water Resistance Test, per FBC, TAS 202-94 • • • • : ' 0 0 0 , • 0 0 0 4) Large Missile Impact Test per FBC, TAS 2 0 -': ; • 0 • • 0 0 •.0 5) Cyclic Wind Pressure Loading per FBC, TAX;b 94 • • • •; • 6) Forced Entry Test, per FBC 24113.2.1! TAS 2(52,'94 s . along with marked -up drawings and installation diagram of a cpsement wittl W,• 0000.. :*see: prepared by Hurricane Engineering and Testing, Inc., Test RepoWs 11o. .-so • :" HETI-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed W"andido • F. Font, P.E. (Submitted under NDA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51 Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E 41,1411q zhao Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTnwEn) 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLG fro* their Series "Eco -Guard 500" Outswing Aluminum Casement Wis�dow, L.MI'- approved on 05/02/13 and expiring on 05/19/16. • • •60 • 000 ...... 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 660* • • • 1. Drawing No. W11-05, titled "S-500 Alum. Outswing Casemej.*4�4w. (L.V1.)~, sheets 1 through 6 of 6, dated 02/23/11, with revision F dated Q%Zj 7, prepaje 7.d by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P1. • B. TESTS 1. None. C. IL" CALCULATIONS 1. None • ...... •• . . •• ..90 QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), with FBC 6" Edition (2017), and of no financial interest, dated September 26, 2017, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.10, issued to Eco Window Systems, LLC for their Series '-Eco-Guard 500" Outswing Aluminum Casement Window — L.M.I., approved on 07/02/15 and expiring on 05/19/21. jal Z/7�w Sifang Zhao, P. E. Product Control Examiner NOA No. 17-1011.22 Expiration Date: May 19, 2021 Approval Date: December 21,2017 E-2 ECO—GUARD SERIES -500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6114 EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 B OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) — 75,0 PSF 1/8" TEMP. GLASS 3/8' AIR SPACE 1/8' HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090" Interlayer 090' Interlayer �T,!kurcray ifol PVB Trosifol PVB By America, Inc.' By 'kuroroy America, Inc.' 71/8" HEAT STREN'D. GLASS I-1/6' HEAT STREN'0. GLASS FALSE (SURFACE MAY 2 29 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuroray America, Inc.' 1 [-3/16' HEAT STREN'D. GLASS 12" SILL 6 POINT LOCK \� SOCKICNFG�POINTS WDW. HEIGHT NO. OF KEEPERS UPTO AT SASH 26' 1 2 38-3/8" 1 3 50=5X 4 63' S 76' 6 o' SILICONE SILICONE SILICONE NOTE: DOW CORNING 899 Iu DOW CORNING 899 C DOW CORNING 899 GLASS CAPACITIES ON THIS SHEET ARE m is m 2EN BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 3 9 9 3 l • • • • • • "CLARATORY STATEMENT DCA05-DEC-219 "' I I N � III ! �' !I N III I • • • • • • \\11111111 20! 20 �.I ii it i� • 0 • jc • • `��\ !4B{A�''i��' 7>:ODUCI F.FV;SED 5 0 0 ,s ,xmp!yix:a .,v ,,h Ott Ffoni& 7Q692 tw AT 1/4 POINTS G?corie — ., 47 Y1 19 ALL SIZES u7 • • • • • • • %.*i�tion�cre'�^JoN.ZL a5/9 l SETTING BLOCKS AT INSUL. LAM. GLASS � • 0 • • • • • • • � ,' �� NOTCH GLAZING BEAD LEG• • DS• ._7%jt{v TE OF GLASS TYPE 'A' GLASS TYPE 'AA' To CLEAR BLOCKS • ,� CS•GIP r?PE_'B • • 0 ^411>ra P• iCaxvr� % pRIpP.••�� GLAZING OPTIONS • • • • • • �.,Ay1j1 NAw ," /Inn\\ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 m J 3 I (/T h IW N ,0 Oo 000 :E Z 3 L.Yy. n O 0 W J w co k g � 3� dra%ingno. W1 1-05 BUCK TYPICAL ANCHORS: SEE ELEV. FOR SPACING METAL r--------- ------- =--I EDGE STRUCTURE 1i MWAI-DARE COUNTY APPROVED II DIST. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) I MULLION h MULLION ANCHORS I AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE SEPARATE NOA Ii THRU 1 BY BUCKS INTO CONC. OR BLOCKS I EDGE I 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) DIST. 1 DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 I #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) TYPICAL ANCHO ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) SEE EU TYPICAL ANCHORS FOR SPACII SEE ELEV. #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) FOR SPACING (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I arowmg no. W 1 1-05 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 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) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE (NO SHIM SPACE) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. lar w000 BUCKINTO WOOD STRUCTURE = 1" MIN. t7 INTO METAL STRUCTURE = 3/4" MIN. 16 WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN. ' • • • • • v=i • • •COWRETF•AT FM�AAD0 SILL j�$ JAMBS f'c - 3000 PSI MIN. mC-9D NVaQw. �ILL� t�RMAL WEIGHT BLOCK AT JAMBS Vm 2000 PSI MIN. I • • • • • • • • • • 1T T7 •• • • `11111111 • • • • ••• • 1 bp • • • • • • • �� Aso i . .. 'I° •�s jr yr r f� E xe 1�;mida _ 'i' -_ D \ s • • ANCHORS • • ArtR1�,i.e i0 �� •� E�Pir�: Qi— •• • 5T11MCAEE E� • • • • • • Ric 3 I . ATE OF • 7y� •&}• FOR SPACING • • •• .• ` • • • • �� tY �i ORIDIN. EDGE DIST. I • • • • Mrm:iLmie.rWA,'t Cur.Eroi \�iss a,.e F�G�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I arowmg no. W 1 1-05 0 1/4- MAX. 1/4' MAX, 11 SHIMS 1/4- MAX, Z ; SHIM �' O WOOD SHIM Q y 5 OD BUCK 18 4 8 12 _ TYPICAL ANCHORS 28Y WOOD BUC �- TYPICAL ANCHORS SEE ELEV. U SEE ELEV.---------SCREEN OPT. ---------------- a.. FOR SPACING OD STRU RE Cy� LL FOR SPACING 1 1/2 0 N n 11/4' tlo �CZg 8 7 J g F 1 TYPICAL ANCHORS Q W 01 f EXTERIOR sEE ELEV. O METAL FOR SPACING STRUCTURE D.L. OPG. c VENT WIDTH J I WINDOW WIDTH 3 W w � N coo 3 3 t'M'1 N MI-DADE COUNTY Q CIO ' APPROVED MULLION Z _j SEE SEPARATE 11. Se 3 = 3Z TYPICAL ANCHORS SEE ELEV. FOR SPACING $ O p n Uv1 w I N Wrote k' I I O II 11 12 II II p i qq W y. _ WINDOW WIDTH WINDOW WIDTH rn � .: o g $ •• •.• • • • • • •• ` ou a • • • • • • • • . • • ``11111 1111/t/' �Q!.•' CEN$ PRODUCf 11EViSLD c as —'pl) mgwish rile f i;xi&1 70584 �_ - � t 3 uiidin,c, �oAe C• - .. • • • • Eyira�nfyteQ t� : �` • • ATE OF • lye drawing no. • • • • • • • • • •. •mt•.eliroRnci(amCnl '.;�5 toR1o► •a�� \ W1 1 —05 sheet 3 of 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS n SE E ELEV. FOR SPACING Em O. 15 ALT. T TYPICAL ANCHORS SEE ELEV. FOR SPACING O • • • • ALT. • • I 15 � I o\ • • • ° v • •• F-------------------- r--------------- :I ----------_I MIAMI—DADE COUNTY APPROVED I I I MULLION & MULLION ANCHORS I I SEE SEPARATE NOA I I I EDGE DIST. �I 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING ,,.• MAX. p-� SHIMS I I Gd ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING . 77 a s a • •• • • • • ••• • INSTALLATION DETAILS WITH FLUSH FRAME AVAPT& • • • • rRGl;Ir.:+ P,Ei Vt5f t3 ,ic cnutpt•img witfi tYx F'Ynrs6e • • • • Miv l.r . A Flrmz ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �1�0 o � � N . 102 - a STATE OF drawing Browing no. W1 1-05 FRAME HEAD/SILL/JAMB 1 O2 VENT F�I}' 519 .80� ,045 7.047 L O GLAZING BEAD (5/16" LAM. GLASS) --1 130 eo3 II ,o4s L 1.1J ® GLAZING BEAD (INSUL. LAM. GLASS) -' jI 394 E- .050 Lj 1.047 L GLAZING BEAD (7/16" LAM. GLASS) -- 2.688 3�II .062 .500 769 I- 2.617 15 FLUSH FRAME ADAPTER 1.750 .493 1.750 4.491 CORNER KEY ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLDIR/REMARKS 1 E501 4 FRAME HEAD/STLL/JAMB 6083-T6 - 2 E502 4 VENT 6063-T6 - 3 FY108 AS REOD. GLAZING BEAD (5/16' LAM. CLASS) 6063-T6 - 3A E505 AS REOD. GLAZING BEAD (INSUL IAM. CLASS) 6063-T6 - 3B FY109 AS REOD. GLAZING BEAD (7/16' LAM. CLASS) 6063-T6 - 4 E508 AS REOD. SNUBBER - VENT, FULL LENGTH 6063-T6 - 4A E509 AS REOD. SNUBBER - FRAME, FULL LENGTH 6063 -To - 5E506 I� - 7201 OPTIONAL SCREEN FRAME 6083-T5 - 7 /10 X 1-1/4' AS READ. FRAME AND VENT ASSEMBLY SCREWS - H WH SMS 8 E203 AS REOD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REOD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.72.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL I TRUTH, INSTALLED WITH (2) g10 X 5/8' SDS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 6/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAMAK/STL TRUTH 14 PSJ40-SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY120 AS READ. FLUSH FRAME ADAPTER 6063 -TS OPTIONAL 16 - 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 PDX 1-1/4' 2/ SKATE FH SDS SKATE SCREWS - - 18 /8 X 3/4' AS REOD. FH SMS SNUBBER SCREWS - IN PAIRS 2' APART, PAIRS SPACED AT 7-3/4' O.C. 19 2/ LITE SETRNG BLOCK, 3/16" X 3/4' X 4' LONG EPDM DUROMETER 60±5 SHORE A 20 FLB-50 - GLA S SPACER - 1/6' HIGH SILICONE FRANK LOWE 27 - I INSUL GLASS EDGE SPACER I ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES 245 • • • • ••• HINGES: • N a o 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS j 1.256--? OPERATOR: •• ••• • • • • • •• SNUBBER -FRAME SINGLE ARM ROTO OPERATOR #52.13.012 BY 'IVH' • LOCATED AT SILL END • • • • • • • • • • • • • • • • • • • • FASTENED WITH (6) #10 X 1" P PH SMS • • 00* • • • • • • • • .245 OPERATOR TRACK #30175 AT BOTTOM RAIL •• ••• • FASTENED WITH (2) #10 X 1" P PH SMS • ••• • • 0 r .780 120 � 6:0 ANTI -SAG SKATES: 00* � • • • • • • '- E . F4orid6 ;,,�trA,�,l.:. • y`T,_,.�,,,.�1,10�. I� - 7201 VINYL ANTI -SAG SKATES BY 'M&M PLASTICS• 9 • • • •• •• • • rxP+dna ' `�->Z• �) W11—OBJ (2) AT LOCK STILE AT 6-3/4" FROM TOP/lOT9OM I*&S • • • • aY i'" ami go (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE• • • p1iwn IrPc" 1 SNUBBER -_VENT EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. ••• • • • • ••• • • N a o `�PE U j • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V Z qn q F x dot M 0,914 Hl § $12 0 4 "$ a 0 � J n 3 W V) 1n z O 6- 000 MZ 3� Q5� Yi 00 L Sw J In W aO m NI a 0 I � o N a o `�PE U j q s ogg d o C. 0 11111111/ Ah1i7� - 10 ?0582 ,!(/�� drawing Tic TTATE OF W11—OBJ y�U s 1 14 Q Q n ,. / C, ir w ,� N 3 Zr 0 g N O ro� O VENT CORNER FRAME CORNER q°"gig '.'' CEN3F''•,• n o f4obtx`,r itEdI5P.,D 0 as axmtdyti,n�g wiV�illt Florida � �. � N 7 • • • • ac fpu�s� i-lol/•IL — �` o i1 8 • • • • • �9""'�ili° �'� �51472asf • • • • • • • •B AiEOF: ly�� drawing no. ••• �• ••• ••• •�t�n,conna%, s;•.,omoP'.•�G\� W11-05 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 'MIAMNMIAMI—DADE COUNTY, FLORIDA 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 Eco Window Systems, LLC 8502 NW 80' Street Medley, Fl. 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has -been reviewed and accepted by Miami—Dade County RER— Product Control Section to be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/ or the AHJ (in areas other than Miami—Dade County. eserve the right to have this product or material tested for quality assurance purposes. If, thisproduct 011 ILterial, • • • • fails to perform in the accepted manner, the manufacturer will incur the expense of %ud tOsting aud the AHJ • • may immediately revoke, modify, or suspend the use of such product or material•witkia their ;ulisdiction.....:. RER reserves the right to revoke this acceptance, if it is determined by Miami-4ade County -Product- . Control Section that this product or material fails to meet the requirements of -the apoiftbje builotgg e9de. • • This product is approved as described herein, and has been designed to .comply with*&e Florida 13uilding•'; ...... .. . ..... Code, including -the High Velocity Hurricane Zone. • • . • • • DESCRIPTION 'Series "ECO—Guard Clipped" Aluminum Tube Mullion — L11" APPROVAL DOCUMENT: Drawing No. -M14-01 Rev. A, Series titled "Ahdninuih Tull 1V bVion",• • • • • • sheets I through 9 of 9, dated 05/19/14 with the latest revision dated 11/15/17: pppared bX Al—Farooq:.... Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Prodygt Oontrol Section Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and follo wing. 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 pro&.ict 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 he cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0529.16 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. NOA No. 17-1218.14 Expiration Date: October 23,201-9,' Approval Date: February 22, 2418 Go z/t t t Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 14-0529.16 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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 0 0 0000 000000 along with marked -up drawings and installation diagram 6f .a Clipped, alWninum • mullion at fixed windows, prepared by Hurricane Engineeriv 4 -Testing, W, Test...:. Report No. HETI48-2192A, dated 01 /15/09, signed and seated try Candido F. Font. ; 0000 .. P. E. . . 0000 . .. 0000. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 24U9.4 •; • • 2) Cyclic Wind Pressure Loading per FBC, TAS 2D3-94 : '.. • 0000.. along with marked -up drawings and installation diagram Qf •4 •dipped aiuminum • mullion at a fixed window/ a single hung window, prepared b} Hurflcane Tjag1wering' • • • • & Testing, Inc., Test Reports No.'s HETI48-219213 and lgif"8-1166C, botA..... dated 01/15/09, signed and sealed by Candido F. Font, P. E. ' ' • 0000 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20,2-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETIA8-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and .structural analysis, -complying with FBC 2010 and FBC 511 Edition (2.014), -prepared by Al Farooq Corporation, dated 05/05/14, 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. None. E-1 Jorge M. Plasencia, P. E. Pn6uct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approvat Date: February 22, 2018 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and .complying with FBC 2010 and FBC 5t' Edition (2014), issued by Al—Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, HET1482192B, HETI-08--2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed an.d•§�S1ed by . . ... ...... Candido F. Font, P. E. • 4. Proposal No. 08-0236 issued by the Product Control, datad.06404/08;, Sighed by...;. Manuel Perez, P. E. **0:90 • . . .... ..... G. OTHE.. .RS • ...... ... ..... . . 1. None. .. .. .. ...... 2. NEW EVIDENCE SUBMITTED • • • • • • A. DRAWINGS ...... 1. Drawing No. TV114-01 Rev. A, Series titled "Aluminum Tube Mulliol;,Sheets 1 through 9 of 9, dated 05./19/14 with the latest revision dated 11/15/17, prepared by A1— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. None. C. CALCULATIONS 1. Structural analysis, complying with FBC 66 Edition (2017), prepared by A1—Farooq Corporation, dated 11/30/17, 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. None. E-2 orge M. Ptasencia, P. E. Prodi6ct Control Unit Supervisor NOA No. 17-1218.14 Expiration Date: October 23, 2019 Approval Date: February22, 2018 Eco Window Systems, LLC l , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, issued by Al—Farooq Corporation, dated 11/14/17, signed and sealed by Javad Ahmad, P. E- G. OTHERS 1. This NOA revises NOA #14-0529.16, expiring on 10/23/19. . . .... ...... ...... . .. ...... . .... .. . . . • l targe M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-1218.14 Expiration Date. October 23, 2019 Approval Date: February 22, 2018 E-3 ' MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. I. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED - IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS i)S,f , MULLION PROPERTIES ONLY THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 29Y WO CO 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-METALUC AND NON-COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, I.'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 RENEWED BY BUILDING OFFICIAL INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STFP 2 USE MI Mi-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING C'HIARi'S ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP i ABOVE. USING ANCHOR TYPES ON SHEETS S THRU 9 AND ANCHOR CHARTS STEPS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPEOFIED IN STEP I ABOVE. TUBULAR SHAPES b-2.000 ALLOY -- 6063-T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS L — HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SUES AND SPACING pm ]0 B •• ••• • • • • • •• o�< • • • • • • • • • `111111111 i///,/� r A. •• ••• •• • • • •• �YJ,� JU Z17 a PRODUCT REVISED o � e aa• complying•wkh Mid • Flora • • • • . • • • . • • : ��oodd -1117-12118.14 �` S • • 00 00 OF drawln ExpinsAon D!t• •MD(23/2019 <v` I � 9 no. • • • • •• •• • • R lob.•' o�� • • • : • • • • • • • _•�w�.— ,�S+S1®fuel- (�NC9� i M14-01 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,.oa0 �- -.125 1.000 .125 4.000 3.000 .125 LL ---j L Ix - .9502 IN\4 Ix = 2.0374 IN\4 Sx - .6335 IN\3 Sx - 1.0187 IN\3 1 X 3 1 X 4, STD. MULLION eSTD. MULLION 6063-T6 6063-T6 1/2' (I MIN_ ANGLE CUP 6063-T6 - 1.000 .375 125 3.000 373 Ix -1.538 IN\4 Sx - 1.0254 w\3 1 X 3 6063-T6 1.000 j- .375 1 4.000 .125 .375 Ix - 3.1878 IN\4 Sx - 1.5939 IN\3 1 X 4 CUSTOM MULLION 6063-T5 Ix - 2.9762 IN\4 Sx - 1.4881 IN\3 2 X 4 STD. MULLION 6063-76 125 25 Ix - 8.2757 IN\4 Sx - 2-7586 IN\3 2 X 6 STD. MULLION 6063-T6 125 15 NH NOTCH 0000 ••o • • • • • •• OTC OP110NAL 1/2• oFnONAL 1/2' : • MIN. 'IN' • • • • • :0: • 0000 • • • • 0000 PRODUCT REVISED 1/2' a 1/2' a. comPhl•9 wllh the Florida a MIN WN. NO�S•Cod•• 17.1218.14 0000 0000 . • 0000 • 0 0 e:o,r.t%n bawl0nanol e _ . . . •BI,. �1 LION CLIP M 1 ION• IP • • • • • • Mi • uet eo�wo 6063-T6 fi063-T6 00 • 0000• • • • • 0000• • • • • • • • • • • • • • 0000 0000 • • • 0000 0000 0000• • • • 0000• • • Ix - 152031 IN\4 Sx - 5.0677 IN\3 2 X 6 HEAVY MULLION 5063-T6 Z n 90 Qfl- a MU' LL pp � vP1i o oa0g.� S� 'It E U) Q O S 1 vl Z J O vi J � w O on 00 Z Z_ 3 3 z� 4 U Nin w co: F R 12 ��V'. Fj(.0.. 0000 '�� T •� O ' TE OF � Q/�� drawing no. .:m••• OR.D' G`?` M 14-01 DESIGN LOAD CAPACITY - PSF r DIMS. 1 1 3 1 x 4 1 1 ulni mAN STD. ISTD. CDS 19-1/8- 26-1/2' 30' 37' 42" 48' 38-3/8- 54' 80' 68' 72' 19-1/8' 26-1/2' 30' 37' 42' M. 42' 54" 60' 66" 19-1/8" 26-1/2' 30' 37' 42" 48" 50-5/8' 54' eo' 86' 26-i/2' 30" 37" 42' 54' 60' 66" 72' 2 X 4 12 X 6 12 X B STD. STD. HEAVY ALL LOADS ARE EXT.(+)/INT.(-). DESIGN LOAD CAPACITY - PSF (TUBE MULEAONS) CAPACITY - PSF (TUBE MUIUONS) MULLION SPAN "';;\\�J 11n III��/, WINDOW DIVS. 1x3 STD. 1 X4 STD. 1 x3 1 X 4 CUSTOM CUSTOMSTD. 2x4 2 X 6 STD. 216 HEAVY WIDTH (W) MULL SPAN 19-1/8- 26-1/2' 30' 37' 42' 48" 54' 60" 66' 72' 74-1/4' 75.3 120.0 120.0 120.0 120.0 120.0 120.0 54.3 103.4 88.0 120.0 120.0 120.0 120.0 48.0 91.3 77.7 120.0 120.0 120.0 120.0 38.9 74.0 63.0 111.9 118.3 120.0 120.0 34.3 65.2 55,5 98.6 1024 120.0 120.0 30-0 57.1 48.8 86.3 89.6 120A 120.0 28.7 50.7 43.2 76.7 79.7 120.0 120.0 24,0 45.7 38.9 69.0 71.7 120.0 120.0 21.6 41.3 35.3 827 652 119.7 120.0 - 38.0 32.4 57.5 59.7 109.7 12D.0 19-1/5' 26-1/2- W. 37' 42' 48" 54' 60' Be" 72' 84' 52.0 110.6 84.2 120.0 120.0 120.0 120.0 37.5 79.8 60.8 120.0 117.7 120.0 120.0 33.2 70.3 1 53.7 106.3 104.0 120.0 120.0 _ 26.9 57.2 43.5 86.2 1 84.3 1 120.0 120.0 23.7 50.4 38.3 7&0 1 74.3 120.0 120.0 20.7 44.1 33.5 66.5 65.0 120.0 120.0 39.2 29.8 59.1 57.8 113.5 120.0 35.3 26.8 53.2 52.0 1022 120.0 - 321 24.4 4&3 47.3 929 120.0 - 29.4 22.4 44.3 43.3 85.2 120.0 19-1/8" 26-1/2- 30' 37" 42" 48' 54" 60' 66' 72' 96' 34.8 74.8 56.4 116.9 109.3 120.0 120.0 25.1 54.0 40.7 84.4 78.9 120.0 120.0 22.2 47,7 36.0 74.5 69.7 120.0 120.0 - 36.7 29.2 60.4 $6.5 120.0 120.0 - 34-A 25.7 53-2 49.8 110.9 120.0 29.8 22.5 46.6 43.5 97.0 120.13 - 26.5 41.4 38.7 SU 120.D - 23.8 - 37.3 34.8 77.6 120.0 - 21.7 - 33.9 31.7 70.8 1 120.0 - - - 31_1 2" 64.7 1 118.3 19-1/8" 26-1/2' 42" 48' 54' 60' 66' 72' 108" - 82.1 76.8 120.0 120.0 - - - 59.3 55.4 120.0 120.0 523 48.9 120.0 120.0 42.4 39.7 9&7 120.0 - - - 37.4 35.0 87.0 120.0 - 32.7 30.6 76.1 120.0 - - - 29.1 27.2 67.6 120.0 - - 26.2 24.5 60.9 1 111.3 - - - 23.8 22.2 55-3 1012 - 21.8 20.4 50.7 92.1 ALL LOADS ARE EXT.(+)/INT.(-). Y" GLAZ PRODINGUCT DESIGN [AAD CAPACITY - PSF (TUBE MUIUONS) MULLION SPAN "';;\\�J 11n III��/, VERTICAL MULLION V lift ; a g �I WINDOW DIMS. I X3 124 1 X 3 1 X 4 2 X 4 2 X 6 2x8 STD. STD, CUSTOM CUSTOM STD. STD. HEAVY WIDTH (w) MULL SPAN Z m • 0 A W S d 0i o LL 0 g (i c ui a W 0 G O 19-1/8' 26-1/2' 42' 48' 54' 60" 72' 120' 1 - - - 59.9 56.0 120.0 120.0 - - -- 43.2 40.4 110.9 120.0 38.2 35.7 97.9 120.0 30.9 28.9 79.4 120.0 - - - 27.3 25.5 89.9 120.0 - - - 23.8 22.3 612 111.8 - - - 21.2 - 54.4 99.4 _ _ _ _ - 49.0 89.5 - 44.5 81.3 - - 40.8 74.6 19-1/8' 28-1/2' 37' 42' 48' 54' 86" 72' 132' - - - 45.0 410 116.8 120.0 �Z O Q IEK G LL Z • - S ir I- - - - 32.5 30.3 84.3 120.0 28.7 26.8 74.5 120.0 - - - 23.2 21.7 60.4 110.8 - - - 20.5 - 53.2 97.6 _ _ _ - - 48.5 85.4- z V m V1 - - - - - 41.4 75.9 372 68.4In - - - - - 33.8 821 - - - - - 31.0 57.0 19-i/8" 26-1/2" 30' 3T 42' 48' 54' 72' 144' - - - 34-8 32.4 90.0 120.0 -J W co h Z m QW W '� W W (n v) �p 3 t M H O M Z 3 3z O N - - - 25.0 23.4 64.9 119.2 - - - 221 20.8 57.4 106.3 - - - - - 46.5 H5.4 _ _ _ _ _ 41.0 75.2 _ _ _ - - 35.8 65.8 _ _ _ -- 31.9 58.5 2&7 sz.8 26.1 47.9 _ _ _ _ -2 435 sheet 3 of 9 ARCHES TO BE INSCA®ED INSIDE RECTANGULAR SHAPE� HORIZONTAL C MUWON W 00 M� /'�( II M� 1 I 1M1 I Y" GLAZ PRODINGUCT 3 • • • •• MULLION SPAN "';;\\�J 11n III��/, VERTICAL MULLION GLAZING CRAZING z GLAZING GLAZING 3 PRODUCE PRODUCE ' �'�� + a 3 Y" GLAZ PRODINGUCT 3 • • • •• MULLION SPAN "';;\\�J 11n III��/, 3 GLAZING CRAZING PRODUCT PRODUCT NOTE: MULLIONS RATED IN THESE TS MAY HE ORIENTED ••• • • • • ••• • • • • • • • • • • • • • •• •• •• ••• • • • • • • •• MULLION SPAN "';;\\�J 11n III��/, m 'S �' c� _ - VERTICALLY OR HORIZONTALLY. • • • • ' �'�� + a (INTERPOLATION BETWEEN WIDTHS ALLOWED) S1PrCA6 ALMOIS ARfiAG6•MdlTS • • ;`�'P c£NSF ?O WIDTH (W) = gREVISED W7 { PRODUCT 2 Building ind•with the Florlde a S •• ••• ••• ••• •••Novo. -17-121$.14 =_ g drawing no. • • • • •"I.:.nClat•10/23/2019 STATE OF '•�W� ' MULLIONS I • • • o • : • • • 191• 000 • • +s" •..... • • Mt P uct C..%� • sheet 3 of 9 000 • •• 0• DESIGN LOAD CAPACITY - PSF DIMS. I ANCHORS TYPE DESIGN LOAD CAPACITY - PSF DIMS. I ANCHORS TYPE 19-1/8' 26-1/2' 30" 37' 42' 48" 54' 80' 66' 72• 38-3/8' 120.0 120.0 1 120.0 120.0 120.0 120.0 19-1/8" 26-1/2- 30- 37' 42- 48- 54• 60' 66- 72" 74-1/4" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 101.4 120.0 120.0 120.0 120.0 120.0 89.3 120.0 120.0 120.0 120.0 120.0 78.2 112.6 120.0 108.4 120.0 120.0 69.5 100.1 120.0 97.6 120.0 120.0 62.5 90.1 120.0 88.7 120.0 1 120.0 56.9 81.9 113.7 81.3 52.1 75.0 1041 19-1/8' 26-1/2• 30" 37' 42• 48- 54' 60' 66' 72' - 42• 120.0 222 120.0 120.0 120.0 19-1/8' 26-1/2- M. 37" 42' 48' 54' M. 66' 72' 84" 120.0 120.0 120.0 120.0 Z12CO20.0 T20.0 114.3 120.0 720.0 120.0 92.7 120.0 120.0 120.0 120.0 120.0 81.6 117.6 120.0 111.4 120.0 120.0 71.4 102.9 120.0 99.0 120.0 120.0 635 91.4 12" 89.1 120.0 120.0 57.1 823 T14.3 81.0 120.0 120.0 513 749 103.9 74.3 120.0 120.0 47.6 68.6 95.2 19-1/8' 26-1/2' 30• 37' 42' 48" 54' 60' 66" 72• 50-5/8' 120.0 120.0 120.0 120.0 120.0 I 120.0 19-1/8" 25-1/2' 30' 37' 42' 48' 54' 60' 66" 72' 96' 120.0 120.0 120.0 107.3 120.0 120.0 120.0 120.0 120.0 94.8 120.0 120.0 119.9 120.0 120.0 76.9 110.7 120.0 105.7 120.0 120.0 67.7 97.5 120.0 92.4 120.0 120.0 39.3 85.3 118.5 82.2 120.0 120.0 52.7 75.9 105.3 74.0 120.0 120.0 47.4 68.3 94.8 672 117.2 120:0 43.1 62.1 56.2 61.6 1075 120.0 39.5 56.9 79.0 19-1/8• 26-1/2' 1- 37' 42' 48' N 54- 80' 68' I � 63• f 120.0 120.0 120.0 1195 120.0 t20.0 26-1/2' 3L7' 37' 12- 48- 54' 60' 65' 108• 120.0 120.0 120.0 86.3 120.0 120.0 118.9 120.0 120.0 762 109.7 120.0 96.4 120.0 120.0 61.8 89.0 120.0 84.9 120.0 120.0 54.4 78.4 108.8 74.3 120.0 120.0 47.6 68.6 952 66.0 115.1 120.0 42.3 61.0 84.7 59.4 103.6 120.0 38.1 54.9 78.2 54.0 94.2 120.0 34.6 49.9 68.3 72• 49.5 86.3 120.0 31.7 1 45.7 1 63.5 72" All LOADS ARE EXT.(+)/INT.(-) NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 56.2 96.0 120.0 36.0 51.9 1 72.1 49.5 863 120.0 31.7 45.7 63.5 43.3 75.6 113.3 27.8 40.0 55.6 38.5 67.2 100.7 _ 24.7 35.6 49.4 34.7 60.4 90.7 222 32.0 44.4 31.5 54.9 82.4 20.2 29.1 40.4 28.9 50.4 75.6 - 26.7 37.0 19-1/8" 26-1/2- 30' 37• 42• 4B' 54• 60' 68' 72" 19-1/8' 26-1/2' 30' 37" 42' 48' 54" 60' 6B' 72' 19-1/8- 26-1/z• 30" 37' 42- 48• 54- 60' 66" 72• 120" 13V 144• DESIGN LOAD CAPACITY - PSF ANCHORS TYPE ARCHES 19 BE INSCREM INSIDE RECTANG" SHAPE ANC110R9 HORIZONTAL MULLION NG a N I�-'- C N,1 �11' W2 MULLION SPAN as ••• • • • • ��C MULLION ARRANGEMENTS ARRANGEMENTS • • • • • •, • ttlnu • •• • • • • ••• R'''�, w1 m�7TH (W) - • . • . . . . 2 ,:.. PRODUCT REVISED _ 70 as co with the FiorMe emmmya .- • • • • • Noaw•. • • 07-92V9V • • • • Esptgtlon D, 'I ANCHORS :: :. •nY• %�s'' °A • • Mia • aet Convol I fill • 7jq PRODUCT � ANCHOR VERTICAL MULLION = NL /1 N 3 GLAZING GLAZING 31 PRODUCT PRODUCT I ARCHES 19 BE INSCREM INSIDE RECTANG" SHAPE ANC110R9 HORIZONTAL MULLION NG a N I�-'- C N,1 �11' W2 MULLION SPAN as ••• • • • • ��C MULLION ARRANGEMENTS ARRANGEMENTS • • • • • •, • ttlnu • •• • • • • ••• R'''�, w1 m�7TH (W) - • . • . . . . 2 ,:.. PRODUCT REVISED _ 70 as co with the FiorMe emmmya .- • • • • • Noaw•. • • 07-92V9V • • • • Esptgtlon D, 'I ANCHORS :: :. •nY• %�s'' °A • • Mia • aet Convol I fill • 7jq PRODUCT � ANCHOR NL /1 N 3 GLAZING GL4LNG TYPrA- PRODUCT PRODUCE ANCHORS ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • bowing no. Mt4-01 TYPICAL AN 2 PER CUP (I ON EACH /14 SUS 1-3/4 O.C. MM.- �- 4 PER CUP Z ih ANCHORS TYPE 'A2' TYPICAL ANCHORS 4 PER CUP (2 ON EACH WNG) N J14 SMS 1-3/4' O.C. MIN. 4 PER CUP ANCHORS TYPE 'A4',' TYPICAL ANCHORS 1 PER ANGLE OR I I II II .DATING CLIP I I I I 2 X 2 X 1/8' IUG FR INSIDE MULL LI U ALUM ANGLE /14 sus i I 1-3/4" O.C. MIN. I 2 PER ANGLE CUP INSIDE MULL X114 SMS 1-3/4' O.C. MIN. 2 PER ANGLE •• ••• TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DLA. ULTRACONS BY 'ELCO' - CONCRETE (F-177 KSI, FY -155 KSI) 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) 1/4" DIA SELF ORIWNG SCREWS METAL 1/5" (GRADE 5 CRS) 3/4" •• ••• CONCRETE - t'c - 3000 PSI MIN. • METAL - 1/8' MIN. THK. STEEL Fy - 36 KSI MIN. COR CRETE 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) • ANCHORS MAY BE HEX OR FLAT HEAD. E ALL CUPS AND ANGLES TO FT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACOUER. 2X2 X 1/6' ALUM ANGLE • •• ••• • • • • • •• ••• • • • NAC • • • • • • • • • • • • • • • PRODUCT REVISED - ••• • 0 0 m complylog with th• Florida • • • • • • • • • • w • mu .9 Codi ►aita• 17"1218.14 - • • • • E1cjAtl.j Dp 10/23/2019 • • • : • • • • • ♦ • a oduot antro ° ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • 0 0 ••• • 0 I gA Edrawing o no. D. M14—01 L e Ci C7 R TYPICAL ANCHORS 6 PER CLIP (3 ON EACH WING) /14 SMS 1-3/4'O.C. MIN. 6 PER CLIP ANCHORS TYPE `A6' - V a w a m TYPIHORS CAL PERRICANGLE rige o \ \ \0 CONERfPE\\ 1-3/4' 2-1/2' R MU tyj C�I1I1 O:CC� LL (Fu -177 KSI. FY -155 K51) 0:.5 n 1/4' DIA SELF DRILLING SCREWS METAL 1/8' 3/4- 1 I /AN O 0'0 7P .� re • IINNISIDE MULL IJI LI ALLE 0.592 •' 014 1 1-3/' O.C. MIEN. 1 1 C ss 34 PER ANGLE 01 Q W ••• i • .1!•Ff-14 Ea �Uon Dab .. /2 8 U • ••• Z J drvwing no. 0 CONCRETE - f c - 30DO PSI MIN. METAL - 1/8' MIN. THK. STEEL Fy - 36 KSI MIN. TYPICAL ANCHORS: 0 pp -j w m I j ANCHOR TYPES SUB57PATE MIN. EMBED. MIN. EDGE DIST. 1/4- DIA ULTRACONS BY 'ELCO' CONCRETE 1-3/4' 2-1/2' H - (Fu -177 KSI. FY -155 K51) 0:.5 n 1/4' DIA SELF DRILLING SCREWS METAL 1/8' 3/4- • 3) 0'0 • • (GRADE 5 CRS) • Z z 3 u - CONCRETE - f c - 30DO PSI MIN. METAL - 1/8' MIN. THK. STEEL Fy - 36 KSI MIN. D -1 Q 0 pp -j 1/8' MIN. THK ALUMINUM (6063-T5 MIN.) W � uJ ANCHORS MAY BE HEX OR FLAT HEAD. O ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MUUJONS. .• CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESRTANT COATINGS• SUCH AS BITUMINOUS PAINT OR • • • • • • WATER. -WHITE METHACRYLATE LACQUER. • • • PRODUCT REVISED •s emP BuIldhz !%wWthe Flold• 0.592 •' • • • • • • • • \\\1\111111l1A� .• • • • • • • • • • • PRODUCT REVISED •s emP BuIldhz !%wWthe Flold• 0.592 •' •• • • •• •• ••• • • • ••• i • .1!•Ff-14 Ea �Uon Dab .. /2 8 h OF • ••• • u drvwing no. • • : • • • t �''A S�®YVAl1� ``� sheet 6 of 9 • • 019 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS X22 PER CUP (1 ON EACH YANG) t � �i 11 1 1 II I I I I I I /14 SMS I 1-3/4' O.C. MIN. 1 4 PER CUP z ANCHORS TYPE 'B2' FLOATING CLIP SNUG FR INSIDE MULL /14 SMS 1-3/4' O.C. MIN. 2 PER ANGLE TYPICAL ANCHORS TYPICAL ANCHCRS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE • • TYPESSUBSTRATE MIN. EMBED.MIN. EOGE DIST.4' J77rrr�� MASONRY 1-3/4' 2-1/Y(Fu�177 II Ij FLOATING CUP II Ij 1I I I I I SNUGIi SNUG FR INSIDE MULL Ll V I I 14SMS I I I I 114 SMS I I • • • 1-3/4' O.C. MIN. 1-3/4' O.C. MIN. 4 PER CUP • 2 PER ANGLE •• _NCHORS TYPE 'B4a' 2 X 2 X 1/8' ALUM ANGLE 2 X 2 X 1/8' ALUM ANGLE W �� Y Z n h Z y� ' O 1� J O Q O O�iu1� g•`°� 1OV/ a�z ILZNLLn J �ds nTYPICAL ANCIIORS:ANCHOR Ej • • TYPESSUBSTRATE MIN. EMBED.MIN. EOGE DIST.4' 1/ DU. ULTRACONS BY 'ELCO' KSI, Fy- MASONRY 1-3/4' 2-1/Y(Fu�177 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 155 KSI) WOpp 1-1/2' 1'NNWOOD s 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY - C-90 HOLLOW/FILLED BLOCK !'m - 2000 PSI MIN. IBY OR 28Y WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY RiEM TO Bll LDINC STRUCTURE GLAZING SYSTEM AND TRANSFER I Cc O ANCHORS MAY BE HEX OR FLAT HEAD. W �� Y Z n h Z y� ' O 1� J O Q O O�iu1� g•`°� 1OV/ a�z ILZNLLn J �ds nTYPICAL ANCIIORS:ANCHOR Ej • • TYPESSUBSTRATE MIN. EMBED.MIN. EOGE DIST.4' 1/ DU. ULTRACONS BY 'ELCO' KSI, Fy- MASONRY 1-3/4' 2-1/Y(Fu�177 •• ••• • • • • • •• • •• • • • • ••• • PRODUCT REVISED '`jY � as eomoMmf wkh th• FbrFda Su lid ng Cod• • • • • • OV& -Ni • • 17-�1�.14 • � • � E�pTratio9aa 0/2 Z[li � • • m u • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r t�70 OFl fU1` •• ••• • • • • • •• -s c_ • •• Z m � TYPICAL ANCHORS APER ANCHORS O q • • 4 PERCUP (2 ON EACH WING) • • •PRODUt-T WISED F \��pCK\ \ \ \ \ \ \ PLLLiD �LOEK\ 0 Bo�dN�g NOA-No. 17-1218.14 •• • ••• • O: OC • • • �Ptntlon � 1 !2019 •• • • •6y 9 • • • • • It • Mlam Yet ntro p'&gPa7 C� I 11 L G �y I FLOATING CUP I i i i SNFIT INSIDE MULL U U 2 x z x 1/B• Q lip I /14 SMS I %14 SMS I I ALUM ANGLE gym 1L Z b1 1-3/4' O.C. MIN. 1 1 1-3/4" O.C. MIN. I I T 8 PER CUP 3 PER ANGLE a b 8 i U $ J Z J O I TYPICAL ANCHORS: t ANCHOR TYPE I SUBSTRATE MIN. EMBED. MIN. EDGE DISI.Li 1/4• OIA ULTRACONSBY 'ELCO' MASONRY 1-3/4" 2-1/2- W 0] m n (Fu -177 KSI, FY -155 KSI) W000 1-1/2• 1• � NCHORS TYPE `B4b' j 3�M � 0 WOOD -2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. BLOCK f m 2000 PSI MIN. Z Z 3 MASONRY - C-90 HOLLOW/FELLED _ IBY OR 25Y WOOD BUCKS NOT BY ECO WINDOW GLAZING SYSTEM AND TRANSFER J N rRr O MUST SUSTAIN LOADS IMPOSED BY Q p W '� THEM TO BUILDING STRUCTURE W ANCHORS MAY BE HEX OR FLAT HEAD. O •• ••• • • • • • •• • •• • • • • ••• - • • • • • • • •PRODUt-T WISED as complying wtth the Florida Cod- Bo�dN�g NOA-No. 17-1218.14 •• • ••• • ••• • • • • �Ptntlon � 1 !2019 •• • • •6y 9 • • • • • • • • Mlam Yet ntro • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � n . TE OF drawing no. '. '•• oR�or e M 14-01 AL 1�`�` sheet 8 of 9 #i4 SMS SEE CHART FOR QUANTITIES -1 TUBE MULLION ;14 FH SMS 2/ SIDE 1/8• THICK ALUM CHANNEL I I LENGTH TO FIT SNUG INTO MULLION TUBE MULLION I I I 1 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY #14 FH SMS ACCESS HOLE FC THIS SCREW CAN BE INSTALLED N EITHER I ji\ 21PEI DIRECTION I 1 O: 1-3/4- X 2- X 1/8- (F01 3/4- X 2- X 1/8- FOR CUT TO FR SNUG ANCHORS DETAIL 41 METAL TO METAL CONNECTION ANCHOR N0. OF CHART I SCREWS TYPE A4 3 n AB 014 SMS SUBSTRATE Ed. = MIN. EDGE DIST.IMIN. CL TO CL SPACING ALUMINUM 5/8- 1/2- •• ••• • • • • • •• • . ......... . .. ... .. . .. PRODUCT•R.EVISED Buae eomPCods wNh the Florida ilding NOA-No. 17-1218.14 •• ••• ••• •• �• • • • Tlntbn•�t•12018 •• . . . . • • • • • • • Br • • • • • • • Yv D ro n ntrol ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I m 70592 s ATE OF drawtnq no. .. sem. •..... Florida Building Code Online Page 1 of 2 FXR-DA DEPARTMENT OF Business & Professional Regulation r�r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Fads Publications FBC Staff 8CIS Site Map Links Search / r (AProduat Approval -° USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL20359-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Category Windows Subcategory Horizontal Slider 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 Javad Ahmad the 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 FL20359 R2 COI SS -Series MG -300 Alum Horizontal Slidina Window (LMI-SMI)-CI 2017. odf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5... 5/28/2018 Product Manufacturer Mr Glass Doors & Windows Inc. • • "• • • • • • • • Address/Phone/Email 8120 NW 84th St •• • •• • • Medley, FL 33166 0 0 0 . 0 • • • � • • • • . 0 0 0 0 • (305)470-8284 ulises@mrglasswindows.com 000000• • • • • • 0 0000 • •• 0000• Authorized Signature Ulises Senaris • • ulises@mrglasswindows.com 0 • • • • • •' ' •' • • • • • • • • • • • • • • • • • Technical Representative � 0.0. 0 • Address/Phone/Email • Quality Assurance Representative • • • . • • • • • Address/Phone/Email . • 0 • Category Windows Subcategory Horizontal Slider 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 Javad Ahmad the 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 FL20359 R2 COI SS -Series MG -300 Alum Horizontal Slidina Window (LMI-SMI)-CI 2017. odf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5... 5/28/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 Page 2 of 2 FL # Model, Number or Name Description 20359.1 Series MG -300 Aluminum Large missile impact resistant aluminum horizontal sliding Horizontal Sliding Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20359 R2 II SS -Series MG -300 Alum Horizontal Sliding Window (LMI)-2017 DWG W16-26.odf Approved for use outside HVHZ: Yes 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 (LMI) -PAE 2017.odf goes Created by Independent Third earty: yes 0 • • • • • 20359.2 Series MG -300 Aluminum Small missile impact resistant aluminum horizolttawidiog Horizontal Sliding Window 49• • ••. window. •96� Limits of Use •69499• Installation Instructions • Approved for use in HVHZ: Yes FL20359 R2 II SS -Series MG -_A6 Mrn Ho. • • • Approved for use outside HVHZ: Yes Window(SMI)-2017 DWG W16-2a.odf49 . '000 Impact Resistant: Yes Verified By: Javad Ahmad PE #• jow6 Design Pressure: +90/-140 • • Created by Independent Third Party: es • • • Other: See attached drawing W16-28 for span vs. load Evaluation Reports • • • • • • • f combination and installation details. rL20359 R2 AE SS -Series MCrZGO.plym Horizo,; 6 Window(SMI) -PAE 2017.Ddf • • • Created by Independent Third $arty: As ; • • , ; Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 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 here . Product Approval Accepts: W3 ® e -__- Credit Card Safe • • 99.99. 9999•• 9999• 9999• 99.99. • 9999•• • 9.999• https://www.floridabuilding.orglpr/pr_app_dtl.aspx?paratn=wGEVXQwtDqua%2flMZ8n5... 5/28/2018 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #611320-3 • METHOD 1 OPTION D 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: 126"(XOX) 96"(XO) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawines # W16-26 FL 20359 Date:01/08/2018 we This product complies with the High Velocity Hurricane Zone (HVHZ) testing regd'refnents.: '.. •••• See installation drawings for combination of span vs loads. • 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 we This product complies with the High Velocity Hurricane Zone (HVHZ) testing regd'refnents.: '.. 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 1626.2 Large Missile Fenestration 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory, Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: 'No 70592 Javad Ahmad PE # 70592'. =p �. STo.,k of AI-Farooq Corporation EB # 3538 sS pNA�EN p` Sealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfar000@afceng.com (2) ADDL. ANCHORS .__. _. _ 74" .. _—WINDOW WIDTH SEE CHART- \ 96" ON SHEET 4 ` (4) ANCHORS TYP. WINDOW WIDTH+M \, /'' AT MTG. STILE ENDS - G" MAX. 4" O.C. FALSE MUNTINS (2) AOOLSECH)tART- Z M zl HEAD/SILL LIJP \,"� _--1--� -(SURFACE APPLIED) 10CORNERS � I I I MAY BE USED 6" MAX ON SHEET 4 AT) G. STILE ENDS F r).T a '�-------- ` = — HEAD/SILL A A7 h" O.C. FALSE MUNTINS F 0 -- - -I '-- CORNERS_. _._._ _..�, -(SURFACE APPLIED) `, I MAY BE USED �r_- C I R I I E n Q f7 NyM tl IO ° - --- 0 0y tf IOi N I, S \ \ - Z a M I" it \p •/ I II 11 b0 H� Q {V c o L" Q_ —Y k ztl b I 11 11 2 S I I 1 11 I � • — G __._._ —1 P3 T_ J 2 32 3/B - ' 32 3/8" m z 43 3/8 43 3/B z __._. - __ w r— - _ D,L. OPG. 0. L. OPG. 7n $ D.L. OPG. 0. L. OPG. C0J 37 3/16" TYPICAL ELEVATIONS 48 3/16" VENT WIDTH TESTED UNITS VENT WIDTH M THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. IM AD b 09 3/4" SERIES MG -30U Q SHUTTERS ARE NOT REQUIRED wi6fH "— ALUMINUM HORIZONTAL SLIDING WINDOW-- —_-- ..—. _ _—_ _ (4) ANCHORS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER M O J AT MIG, STILE ENDS 1 t3: w J 6„ CHARTS SHOWN ON SHEETS 4 & 5. HEAD/SILL_ ., AT 4" O.C. m CORNERS a ,' APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ---.------- I-- �-� I; ---� COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER --- - - --- - --" WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. A- CONTRACTORTo BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND ii LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVALINSTALLATION Of TI PRODUCT BARED ON THIS PRODUCT EVALUATION _ L _ _ _ _ , _ _ .I, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS OETNLCD n -u'----i - - - Tr WILL APPLY TO ENTIRE SYSTEM. ON 1111S DOCUMENT, p a D -THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF o THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ALTERED BY NIY MEANS. REQUIREMENTS OF THE 2017 (67H EDITION) FLORIDA BUILDING CODE C -SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED y H �1; II INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ENGINEER OR ARCHINCT WHICH WILL BECOME THr CMCWEEn OF RECORD (E.D.R.) •/ I 1' FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER e io 1 II n n 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE usE of THE P.C.D. ENGINEER OF RECORD, ACTING AS A DEI.ECA7ED w 1 II II ❑ DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS ENGINEER TO 711E P.f..O. ENGINEER SHALL SUBMIT 70 THIS TATTER THE SITE TO THE BUILDING STRUCTURE. SPECIFIC DRAWINGS roe REv1rm BEAR 111E LATE AND Ovi m m S e d ii II ii m ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS D -THIS P.E.D. SHALLORIGINAL STM ALIO SIGNAtURE OF e m THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT =� AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE H it"'- MATERIAL SHALL BE BEYOND WALLgESjlP pR JTUJCO. • • • • • FL #20359 e c � ii A LOAD DURATION INCREASE IS %SED IN DESIGN OF ANCWRS•INTS WGODQNLY. II _ II • N -MET � ON�CO PR dc • /,\VVVV�1 e6l/g F�A/q/�ii '" I _u. _. ... _ _ II p_ ALL SHIMS TO BE HIGH IMPACT, t� ,�,I�C � � • g, �� t". • ` �� '/ Ir Ily I' MATERIALS INCLUDING BUT NOT LIMI'RD 70 91EEL1'MEiAL 1CR8WS, •THAI • i�. COME INTO CONTACT WITH OTHER tISSIMR SMATEImm SHALL ME•7 WE • • 3�.✓' VICE.N@F'•.;:7 i °? -- REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. �Y r r__- - THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION (�0• r - ------ -- --'— FOR A SITE SPEGFIC PROJECT, i,e. LIFE SAFETY Of THIS PRODUCT, ADEQUACY ,n. .� OF STRUCTURE RECEIVING THOORO"bAND SFJIOJ ATO" OPENIVC6F61R • yT NB z $ z WATER INFILTRATION RESISTANCE ETC. • • •V T8 _ 32 3/8" 48 1/8 -.. _, _ _ a� CONDITIONS NOT SHOWN IN•TOIS GRAVING ARE TO 4pt ANAL4AO SEPAR/jEtY, • • 0 S r" drowing no, D.L. OPG. D. L. OPG. �$ AND TO BE REVIEWED BY BUIIOWG OFFICIAL• • • • • • • i,, r� �16-26 MANUFACTURER'S LABEL SHALLL �E LO�AQED ON R R�DILr VIABLE LOMTI•N • • �riu °+••"EDF. ��Q;; __ 37 3/16 _ IN ACCORDANCE WITH SECTIOt7 1709.93 OF FLORIDA BUILDING CODE. • •Y ®L`6�F1a.. Y'\L\� VENT WIDTH LABELING TO COMPLY WITH SECTION 1709.9.2. \IN) I N 11 L7� Sheet 1 Of 10 L.eaieO: a w4v 10 ••• • • • • ••• • • 111 7/8" ,..-- ----- --WINDOW WIDTH (4) ANCHORS 6" MA%_ —AT MTC. STILE ENDS _ HERO/SILL _ A_ AT 4" O.C. CORNERS _ i I 1 O v�ccc. � x0 o _ n II u I 11 ,I I II ,I 6 _____-•_-- 32 3 8"32 32 3/8" -- 3/8" D.L. OPG, D.L. OPG, D.L. OPG,� 37 3/16" 37 3/18" 6" _ 0 127 5/8" WINDOW WIDTH WANCHORS MTG. STILE ENDS AT 4" O.C. FALSE MUNTINS /--(SURFACE UAP LIED) 7 b'U 1 IK_it- —==i FALSE MUNTINS (SURFACE APPLIED) MAY BE USED I i II II 1 u n ib I u n u �n I u u I u n I I 11 • • • • ♦ • • • • � II 11 -- 1 ----- r�— 1, / 48 1/8" 32 3/8"32 � � ••• ••• ••• ••• • D.L. OPG. D.L. OPG. D.L. OPG. :. ♦ • • • • • 37 3/16- • • • • • • • ! • • 3/16" _ _ __ _ • • • • Jb ELEVATION' • • • • _VEE NT WIDTH VENT WIDTH • • : ♦ • TESTED UNITS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• I'L #20359 N0.70532 3b k Ynf = v M u 8 , •f F ••� (`drowing no. X W1 6-26 Sealed: 1/12/2018 3 16" HEAT STREN'D. GLASS IR J HEAT STREN'D. CLASS --3/16" HEAT STREN'D. GLASS / ,Y I 090" Interiayar 090" Inlerloyer entr090" Interlayer I Rt Troaifoi PVEI -•-Trosifol PV8 SentryGtm al By 'Kuroray Americo, Inc.' By 'Kuraroy America, Inc.' By 'Kuraroy America, Inc.' O M -1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS --3/16" HEAT STREN'D. GLASS IL SILICONE SILICONE SILICONE �' -DOW 795 DOW 795 tWo DOW 795 i m i gap 22 ii Ij m 22 !! ' 3 y(rp•1I 22 I i'~ � jj !I � III 02Pj 2itiiiii i ! paoo - o apIRE 10 AT 1/4 POINTS ON LITES 1 36" ONLY AT 1/k POINTS ON Lf(ES 1 29 AT 1/4 POINTS ON LITES 01 29 EJ zVz' t�rD77 29 WIDER THAN 36" ONLY WIDER THAN Q W 0I E AN WIDER THAN 36' ONLY GLASS TYUI 'A' GLASS IXPE 'A 01.f155-TYPE'C !2 5/16" OVERALL IAM. CLASS 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS j Z ro 0 0 3 a -1/8" TEMP. GLASS 1/8" TEMP. GLASS 1/8' TEMP. GLASS z --1/4" AIR SPACE —1/4" AIR SPACE -1/4" AIR SPACE --1/8" HEAT STREN'D. GLASS --3/16" HEAT STREN'D. GLASS — 3/16" HEAT STREN'D. GLASS N f5 100W 090" Interlayer 090" Inlerloyor 090" Inlerloyer 0:O to M o i - Trosifol PVB Troeifol PVB SentryGlos S pd. In AmCO g By 'Kuraroy Americo, Inc.' By By America, Inc: Dy Kuroray erica, Inc.' G - 3/16" HEAT STREN'D. GLASS V] 3 1/8" HEAT STREN'D. GLASS 3/18" HEAT STREN'0. GLASS g vjZ J >}g 7 C90� SILICONE SILICONE j DOW ONE DOW 795 i DOW 795 g - oo g (� p22 I ` III m 22 I h \ �]]]� C �O 10 10 i2 10 _ AT 1/4 POINTS 29 AT 1/4 POINTS 29 ALL SAT ISIZES POINTS 29 ALL SIZES ALL SIZES �+ 000 MANS 'r)1,E 'A1' GLASS TYPF, 'HI' Sr1ASs Ali_&� — 11/16" OVERALL INSUL. LAM, CLASS 7/8" OVERALL INSUL. LAM. GLASS - 7/8" OVERALL INSUL. IAM. GLASS c d 0 0 S •• ••• • • • • • •• CI AZING OPTIONN 14 S • • • • • • • • • °c • • • • • • • • • • • ``7�17ii Irr47y - - - '�,�.•• �yceNs�'•..fa �� m ' C 1/4" AULAUU CONSL511NG OF: _ No. 70592 'DURASEAL' EDGE SEAL SYSTEM • • • • • • • • • • • • • • • _ 8 BY 'DUANEX' • • • • • • • • �l?�.�'., „ .oA . •-fit,. drawing no. • • • . •... GR1DM.• W 16-26 FL #20359NAI \irrrt1111t)1� sheet 3 ot10 ••• • • • • ••• • • Sealed: 1/12/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .(1/2W) 1 (1/2W) I .F 0 I OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) DESIGN LOAD (XO CAPACITY 012 OX SIZES) - PSF EXT.(+) INT.(-) EXT.(+) INT.(-) 55-1/2" 9-11/16 83-1/4• 94-1/4"1 DESIGN LOAD (XO CAPACITY OR OX SIZES) - PSF B0.0 90.0 140.0 80.0 FRAME DIMS. GLASS 'A' & TYPES 'Al' GLASS 'D' & TYPES 'Ill- GIASS 'C' & TYPES 'CI' FRAME DIMS. GLASS 'A' & TYPES 'Al' GIASS B. & TYPES CLASS c. & TYPES 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) _ B_O.0_ 80.0 80.0 INT.(-) 26-1/2" 37" 53-1/8" 63" 86• 26" 80.080.0 80.0 80.0 80.0 80.0 80.0 80`0 90.0 90.0 140.0 140.0 24" 36" 48" 60" 72" 84" 98" 24" 80.0 80.0_80.00 80.6 60.080.0 140.0 80.0 80.0 80.0 0 140.0 80.0 800 80.0 80.0 90.0 140.0 80.0 80.0 80.0 60.0 80.0 80,0 j1N7.(-)EXT.(+)(+) .0 .0 140.0 140.07q•80.0 80.0 80.0 80.0 80.0 BOA 90,0 90.0 140.0 140.0 80.0 80.0 80.0 .084" 80A 80,0 80.0 80,0 90.0 140.0 80.0 80.0 800 .0 140.0 _.- 80.0 80.0 fl0.0 140.0 -80.0 .0 140.0 26-1/2" 37" 53-1/8" 63" 74" 84" 96• 38-3/8" 80.0 80.0 80.0_ 80.0 80.0 80.0 _80.0 _ _-- 80.0 90.0 140.0 140.0 -14-0.0- 24" 36" 48" 80" 72" 84" 96" 36" 80,0 80.0 _- 80.0 - 80.0 - 90.0 140.0 140.0 _140.0 140.0 90.0 _ 8010 80.0 _ 80.0 _ 80,0_ _00.0 B0.0 _80.0 80.0 80.0 80.0_ 80.0 80,0 90.0_ 90.0_ 90.0 80.0 80.0 _ 80.0 90.0 140.0 _ 80.0 80.0 _80.0 _ 80.0 60.0 80.0 90.0 140.0 80.0 80.0, 60.0 90A 140.0 80.0 _8_0.0 80.0 _ _ 60.0 __80.0 80.0 BO_0 80.0 , 90.0 90.0 140.0. 140.0 80.0 80.0 60,0 80,0 90.0 140.0 140.0 - - 80.0 80.0 90,0 - 80.0 80.0 90.0 140,0 26-1/2" 37' 53-1/8" 63" 74' 84' g6" 50-5/8" 60.0 90.0 140.0 24" 36" 48" 60" 72" 84" 96" 48" 80.0 _80.0 80.0 80.0 90,0__140.0 _60.080.0 80.0 80.0 80,0 80.0 _80.0__ 80.0 80.0 80.0 B0.0 90.0 90.0 90A 140.0 140.0 140.0 80.0 80.0 80.0 60.0 90,0 140.0 80.0 60.0 -__.... 80.0 80.0 80.0 80.0 80.0 80.0 ___.. 90.0 90.0 _� 140.0 140.0 -_ _ 80.0 80.0 80.0 80.0 80.0 --_ 80.0 _ 80.0 80.0 90.0 _ 140.0 138.7 121.4 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 - 80.0 80.0 80.0 80.0 90.0 90.0 80.0 - 80.0 - 80.0 800 60.0. 80.0 _80A_ 90.0 140_0 128.0 26-1/2" J7" 53-1/8" 63" 74" 84" 98" 63" _80.0_ 80.0 _60.0_ 60.0 80.0 80.0 _80.0 80.0 _90.0 80.0 140.0 140.0 24" 36" 48' 60" 72" 84" 96" 60" 80.0 80.0 80.0 90,0 140.0 60.0 80.0 60,0 _80.0 80.0 90.0 140.0 80.0 60.0 60.0 80.0 90,0 140.0 - - ---- 140.0 126.5 80.0 60.0 --- 80.0 - B0.0 --- 90.0 --- 140.0 -- _ 80.0 80.0 �._ _ BOA 80.0 _-___._. 80.0 80.0 -- 80.0 60.0 -' 90.0 90.0 80.0 80.0 B0.0 60.0 60.0 60.0 80.0 80.0 .90.0 90.0 _140.0 136.5 0 __-.._...____....._ '- 80.0 - 80.0 - 80A _____. - 90.0. _-_. 90.0 111.5 97.5 80.0 80.0 80,0 80.0 90.0 117.0 - - - 80.0 102.4 26-1/2" 37^ 53-1/0" 63" 74" 74" - - 80,0 80.0 - - 24" 36" 46" 60' 72" 84" 72" -- = 80.0 BO.o - - - - - - 80.0 60.0 - - - - 80.0 60.0 - - - 80.0 8_0.0 60.0 80.0 - - -_... - - - - - 80.0 80.0 80.0 80.0 - - _ BOA 60.0 -_J - - - - -.80.0 80.0 - - - 64" 96" 50-5/8"- ....... - - - - -' - - -- ---' - - - _.... - 90,0 ....� 90,0 140.0 140.0 �p 8 �5 < 96" 48" - - 80.0 140.0 74" 84" 63" - .._.__ _....__._ _ _ -__ ._. -. 90.0 ---- 90.0 .--._ 90.0 140.0 .132.7 .- 125.0 72" 84` 96" 80" -- .,-_._.. - _.. _._ �._ .. .. ..__.-_,... _ - - -._._90A - _ 90.0 90.0 1400 140;0. 128.0 .(1/2W) 1 (1/2W) I .F 0 I OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. GLASS TYPES 'B' & '111' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 55-1/2" 9-11/16 83-1/4• 94-1/4"1 26" 800 800 80.0_ 8D.0_ 90.0 140.0_ 90.0_ 14_0.0 800 B0.0 90.0 140.0 80.0 80.0 9010 140.0 55-1/2" 9-11/18' 83-1/4' 94-1/4" 1 30-3/8" 0.0 80.0 90.0 80.0 60.0 _140.0 90.0 140.0 8_0.0 80.0 90.0 140.0_ _ 80.0 80.0 90.0 140.0 55-1/2" 9-11/16 83-1/4" 94-1/4" 50-5/8" 80.0_ 80.0 90.0 140.0 80.0^90.0_ 80.0 80.0 90.0_ 140.0_ 90.0 140.0 80.0 60.0 90.0 121.4 55-1/2" 9-11/18 83-1/4" 63" _ B_O.0_ 80.0 80.0 90.0 14.0.0 90.0 111.5 _-80.0_ 80.0 1 60.0 90,0 97.5 55-1/2" 9-11/18 74" 80.060.0 72" _ 70.9 _98.5 62.2 86.4 0.0 80.01 80.0 SIGN LOAD CAPACITY - PSF (XO OR OX SIZES) CLA95 TYP85 CLASS DIME. D' & 'Bl' 'C' & 54" 63" 72" 81" g0' 24" 80.0 80.0 90,0 80:0 __ 80.0 80 0 90;0 _ 80.0 90.0 80.0 _ 90A _80:0_ 80.0 80.0 90.0 54" 63" 72" 81" gp" 36" .. 80.0 90.0 -8 90.0 80.0 80.0 80.0 80.0 9010 90.0 _ _ 80.0 90.0 80.0 80.0 90.0 54" 63" 72" 81 • g0" 48" _80_.0 _ 80.0 _ 80.0 _ 80.0 _ 80_0 80.0 9010 90.0 90.0 90.0 80.0_ 80.0 80.0 80.0 _ 90.0 54" 63" 72" 61"80.0 BO" 60" 60.0 60.0 90.0 80.0 _ 80.0_ 90.0 60.0 600 . _ 80.0 _90.0 90.0 _._ -__ .. 90A 54" 63" 72" 81"---�_ 72" 80,0 80.0 90.0 80.0 80.0 80.6 60.080.0 _ 69.4 _.61.9 OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XO OR OX' •• ••• • • • • • •• • • • • • • • • • • • NOTE: • • • • • • • GLASS CAPACITIES. ONHIS •SH€L1 ARE • • BASED ON ASTM 130 1 -909 (3•SE�, cusiS)•• • • • AND FLORIDA EMILDINO COMMISSION • • • DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • FL #20359 AL Sealed: 1112/2018 0 F 8 - I "; T E U, 0 0r 7 n cr a 0aoo c�NO U. z z U � J ? m of � 6 0 m� W N C () M i � o g 2 g V0 � a drawing no. W16-26 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 18' & 'DI' GLASS TYPES 'C' & 'CI' WIDTH HEIGHT EM.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 126" 28„ 80.0 80.0 900 140.0 _80.0 80.0 80.0 _80.0 80.0 _90.0140.0 90.0 140.0 80.0 80.0 90.0 140.0 74' 106-1/4" 711" 126" 38-3/8" 8_0.0 140.0 90.0 140.0 80.0 _80.0 0.0 90 .0 140.0 80.0 _8 _ 80.0 90.0 140.0 80.0 BD.O 90.0 140.0 74" 106-1/4" 111" 126" 50-5/8' 80.0 80.0_ 90.0 140.0 80.0 Bp.O 80.0 _ _80.0 80.0 80.0 _90.0 _ 90.0 90.0 140._0 _14_0.0__ 138.7 74" 106-1/4" 111" 126" 63" 80.0 Bp.O 90.0 140.0 --- _...___. 80.0 80.0 ,,, ---. 90.0_ 90.0 129.0 __125.7 80.0 80.0 80.0 80.0 - _ 60.0_ 74" 108-t/A" 126" E, 7A 80.0 80.0 -.__... solo 80_0 80,0 _..__ -_-_._ 80.0 ___ - - - - - - - 80.0 80.0 DESIGN LOAD CAPACITY - PSF (XOX SIZES) _ FRAME DIMS. GLASS TYPES '8' & 'OI' GLASS TYPES 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96" 108" 120" 24" 80.0 80.0 90.0_ 140.0 B0.0 80.0_ 90.0 140.0 _8_0.0_ 80.0 80.0 _ 80.0 _9_0.0 90.0_ _140.0 140.0 80.0 80.0 90.0- 140.0 72" 84" 96" 108" 120" 36" 80.0 80.0 90.0 140.0 80.0_ B0.0 _ 80,0_ 80.0 _ 90.0 00,0 140.0 140.0 80.0 80.0 90.0 140.0_ 80.0 _ 80,0 90.0 140.0 72" 84"80.0 96" 108" 120" 48" 80.0 80.0 80.0 80.0 _90.0 _ 90.0 90,0 _140.0_ 140.0 140.0 80.0 140.0 90.0 140.0_ 80.0 _80.0 80.0 90.0 140.0 72" 84" 96" 108" 120"• 60' 80.0 80.0 90.0 140.0 80.0 _ 60.0_ 90.0 140.0 80.0 80.0 +90.0_ _140.0_ _80,0 80.0 80.0 _80.0 80.0 90.0 ^- _136.5 - 72" 84" 96" 108` 120" 72" 80.0 80.0 - - F�s-60 80.0 80.0 - - 74" 106-1/4" 1 i t' 63" 80.0 80.0 ^(1/3W). DESIGN LOAD (XOX CAPACITY SIZES) I• (1/3W) (1/3W) FRAM DIMS. GLASS TYPES '0' & '01' GLASS TYPES 'C' & 'CI' FRAME DIMS, OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) DESIGN LOAD (XOX CAPACITY SIZES) - PSF FRAM DIMS. GLASS TYPES '0' & '01' GLASS TYPES 'C' & 'CI' FRAME DIMS, GLASS 'D' & TYPES 'O1' GIASS 'C' k TYPES 'CI' MOTH HEIGHT EXT.(+) INT.(-)FEXOT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-; 74" 106-1/4" 111" 126" 28" 60.0 800_140.0_72" 84" 96" 106" 120' 24' 80.0 80.0 90.0140.0 80.0 80,0 140.0 _80,0_ 80.0 _80.0 80.0 90.0 90.0 140.0 140.0 80.0 80.0 80.0 80.0 140.0 140.0 _80.0_ 80.0 80.0 80.0 90.0 90.0 _140.074" 140.0 106-1/4" 111" 128" 38-3/8" 1 80.0 80.0 140.0 80.0 80.0 140.0 72" 84" 96" 108" 120" 36" 80,0 ..-.-_._�.._.._____._ 80,0 60.0 80.0 90.0 90,0 140.0 140.0 80,0 _8_0.0 1-80.0 1 80.0 90,0 140.0 -- --_ _ - - _ ' 8p.0 80.0 90,0 140.0 74' 106-1/4" 11 I" 126` 80.0 60.0 90.0 140.0 80.0 80.0 90.0 140.0 _ 80.0 60.0 80.0 - .__ - - 80.0 60.0 90.0 140.0 72"_60.0 84" 96" 108" 120` 48" 80.0 __80.0_ 80.0 _ 9_0.0 90.0 . 140_0 140.0 _80.0 8010 80.0 - - 74" 106-1/4" 1 i t' 63" 80.0 80.0 90.0 140.0 80.0 _ _80.0 80.0- -- _- _ 80.0 80.0 80.0 80.0_ - ---_ _ --- _80.0 80.0 80.0 - 74"80.0 108-i/4" 74" 1 80.0 - - 72" 84" 96" 100' 120" 60" 80.0 80.0 __80.0 _ 80.0 - - 60.0 80.0 80.0 80.0 80.0 80.0 - - - - 72" 84" 96" 108' 72' 80.0 80_0 _ ..0 80.080,0 80.0. _80 0 80.0 _ --. - OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH XOX' •• ••• • • • • • •• • •• • • • • ••• • .• .•. •• . • . •• s"D m4f. �.: • �1c.ET4s NO.7OSD2 � •• ••• ••• ••• ••• • -qTr• .n.__ • • • • • • • •Yn !A: NOTE: • • • • • • • • � s'"? 1, ' . +a GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • d D G T F BASED ON ASTM E1300-09 (3 SEC. GUSAS • • • • • • • • • • • • • • 'i�'?e'••� oR1IIP.•' Sa � AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 FL #20359 Realad- 1112/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V I m J ��NOv�U q n pOp M 00 alp ¢bmf JZ yy 0 3 3 a O C7 Z z � W � C 0 h = 0 rl m N�li a uj �co2 m o 3 a drawing no. W16-26 iffy __ ' ._MI ELEV. ANCHORS w ^� \, // WOOD BUCK - FOR SPACING �r------------ ---- METAL I F.B.C. APPROVED 1 I e I - EDGE DIST - p e e a STRUCTURE I MULLION lk MULLION ANCHORS I I r^ 3 a aF - -- Q N •� pD6E ` I� SEE SEPARATE APPROVAL II O o ° - • e ..- I n • ems, ar o "r --fir -- tc I E R DGE OISTIL ----- - 0 In 17 aOTYPICAL ANCHORSTYPICAL80SEE ELEY.FOR SPACtNCFOR SPACING 0 Jr,m WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS Q b In S MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM - ' 1 AND TRANSFER THEM TO THE BUILDING STRUCTURE. - I TYPICAL ANCHOR': SEE ELEV. FOR SPACING � ME-p-c i-tOI r.�'. y 1/4' DIA ULTRACON BY 'ELGO' (Fu-177 KSI, Fy-155 KSI) o 0 0 Wi = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END s p INTO 2BY WOOD BUCKS OR WOOD STRUCTURES z W2 - 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) = S END WITH PLASTIC BAFFLE THRU Iffy BUCKS INTO CONC. OR BLOCKS Ci 4 0 SATS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N a `O _ ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT 1'1/4" MIN. EMBED INTO BLOCKS (JAMBS) o p iii M c W _ II II AT EACH END AND INSTALLATION SCREWS 1N SILL SEALED DIRECTLY INTO CONCRETE OR BLOCKS x m n WITH ALUMINUM COLORED SEALANT. 1-1/2" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 b W 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Z J I' #14 cti'c ORSELF-DRILLING cCREWS (GRADE 2 CRS) p N o i it i INTO F.B.C. APPROVED MULLIONS � OR f-- --� d i1 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) !! (3) THREADS MIN, TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 11 li it II O Is a CRITICAL EDGE DISTANCE it ' 13 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. �yy INTO WOOD STRUCTURE = 1" MIN. S to is 1s INTO METAL STRUCTURE - 3/4" MIN, WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. _ . - ---- - --- - CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. o c C-90 HOLLOW/FILLED BLOCK AT JAMBS /'m - 2000 PSI MIN. 18 3 • ••• • • • • • •• c 28 - - 1 • ,� � • • • • • • • • ill llllj/0*0 � - - -- -. l;...• 2 -- --. . w1 - - , vv- Wo. 70592 }' _ ° d ° l' -. - i:l .A. - o DIST:I BY _ _.�. n a • • • • • • • • • • 1T 1 " • • • 4k'•. 3• Y•'r .9$ e . � ' • \ >,' , n n • i �' WOOD BUCK • °�� di no. A n \ TYPICAL ANCHORS TYiICAb ANcfIDgS • • • . . . • • :'e''••... RID C.D°� W16-266 ' `SEE ELEV. v - SEE 4fLEV. • • • • • i��a�� f'�� FOR SPACING�� (�db�I. \\----..-...._ �n FOR SPACING EDGE DIST. FL #20359 ill \ - sheet 6 or 10 Sealed: 1/12/2018 VENT WIDTH MAX. '-(Dc...._O SPRING LATCH OPTIONAL TO 24 v EXTERIOR WINDOW WIDTH TYPICAL ANCHORS XO LAYOUT SEE ELEV. OX OPPOSITE FOR SPACING lay WOOD BUCKS' FOR SPACING U ilf g a Oa ` O O � u � LL 0 t R olp O a a pQsd� o H N Q 2 J � IL 4 az Q �I�iE � ? m v (f) o p3 3 p 3 p Z � 0 `d W 4 W � V t0 K oO N M O z O t M YPICAL ANCHORS] a SEE ELEV. al 3 'OR SPACING o O C, 1/4` MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING S lay WOOD BUCKS' FOR SPACING U ilf g a Oa ` O O � u � LL 0 t R olp O a a pQsd� o H N Q 2 J � IL 4 az Q �I�iE � ? m v (f) o p3 3 p 3 p Z � 0 `d W 4 W � V t0 K oO N M O z O t M YPICAL ANCHORS] a SEE ELEV. al 3 'OR SPACING o O C, Sealed: 1112/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S No. 70uV �_ kf 1=t • • • • • • f:2•. CY fE ' •• drowinno. •. ..• ..• .. .>. .��w�s92s� • • • • • • 11, #20359%® ' j sheaf 7 00110 Sealed: 1112/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • aealea: v I u�� i o ••• • • • • ••• • • • • • • • • • • • • V � EDGE Dlsr. N � METAL STRUCTURE EDGE STRUCTURE F.B.C. APPROVED MULLION h MULLION ANCHOR J s n a p a n\ D!E.__ _�i SEE SEPARATE APPROVAL 0 v � Td. ---- 500 O \ \ viiTFOR C A TFOR pIL0 AIT. TYPICAL ANCHORS CAL ANCHORSCAL ANCHORS ELEV. R 9 6 Q G1 SEE ELEV. FOR SPACING ELEV. SPACING SPACING J = m 0 v p3 3 'ce M g 1/4• MA%. (/ 00 � tttt�� o SHIMS S ALT. CD z o CD o TYPICAL ANCHORS SEE ELEV. I� Nw J C700 m FOR SPACING . i 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING a ° u n -- =F 0 0 N ALT. • • • • • • • • • tt�j� TT/',, <--___:: -: -_:._7 �'h� AD�+1"fi;-it • "" ��' p INSTALLATION DFTAIIS WI'FlI F UIS l_ kl4 — �� acENyF Wy _ > • • °I ° v • • • • ••• :.�•. g °c, drawing no. v .• .• •.• •.• •.• ••.•. y ID '' ��`, �'�;,�•"'N��. W16-26FEDGE .__.--------- ST. �'��"�" ,I #20359 „Illtl\� sheet 8 0�7O aealea: v I u�� i o ••• • • • • ••• • • • • • • • • • • • • • • • Ij!!I PART # QUANTITY DESCRIPTION MATERIAE. MANF./SUPPLIER/ItEMARKS N .. r 4IIIP.62 23131.502 3.188 _ __. U ..._......_2.848____.___.,,+ I 1.189 -•-I •_1.439-• FRAME HEAD 696063-T6 .621 1,496 .062 - TYPI8 U9 VENT TOP/BOTTOM RAIL 7 FRAME HEAD _ 8°63-i6 - 2 MG301 1 FRAME SILL ---' 6083-T8 SILL TRACK INSERT 4 MC303 AS REOD. FRAME JAMB 8083-T6 _ 5 A1C212 AS REOD, FLUSH FRAME ADAPTER 8063 -TB _ MG204 1/ VENT FIXED MTG. RAIL 6083 -TB 7 M0205 1/ VENT VENT INTERLOCK 8083-T6 ..__. _._.__..G__-__- 8 MC304 _..-__7/ VENT JAMB STILE 8083 -TB 9 MG207 2/ VENT TOP AND BOTTOM RAIL - -'- -- - ----' -- ... --- _. 8°83 -TB ----- 6063-T6 10 MC208 AS REOD. GLAZING BEAD (5/18' GLASS) IDA MC209 AS REOD. GLAZING BEAD (7/16' GLASS) 8083 -TB - - 508 MG210 .AS REGO. GLAZING BEAD (INSUL. LAM. GLASS)_8083-T6 _._ ____--.__.- .. _- 13 MC305 AS RTEOD. ADD-ON 511E RISER - _ 8083 -TB _ 14 M°321 4/ VENT ROLLER HOUSING h GUIDE CELCON 15 MC322 2/ VENT ROLLER BRASS _ 16 MC323 2/ VENT ROLLER PIN._---- 17 _p10 X t _ AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS 18 #10 X 3-1/2` 2/VENT FIX. RAIL SILL SCREWS (SILL END) -� CRS____ 19 W222322 AS REOO. FIN SEAL W'STRIPPING -- ._._.___._ _ 2p E202 AS REGD. GLAZING BEAD BULB NEOPRENE 24 SL_203P 2/ VENT _ SWEEP LATCH, AT 10-1/4' FROM EACH END 2AMAK 24A IQ8 X 5/B 2/ LATCH LATCH INST _SCREW ST. STEEL 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 -.._..- 5T. STEEL 25A - 1/ LATCH LATCH SPRING -_. -- -- - - 2B -.-_� 2/ WDW HI FLOW WEEPER 5/18 BOX SCREEN _ -_ _. _ ___ ... _. - .__. _. ... _ __� _ ... 28 _ = AS SILL INSERT, 2" LONG - 8063 T6 .- , __ 27 - 1ERE66.' 2g AS SETTING BLOCKAT 1/4 POINTS EPOM �__---- - - - _ __ - --- - _- - .__. --- _ - - . - ._ _.... _. PH SMS _ PH SMS _ ULTRAFAO ____.._._._.___. _._---- ULTRAFAB _v-_ SULINAN h ASSOC_ FH SMS ALTERNATE TO SWEEP LATCH _ - PREFERRED ENGINEERING Pfl00UCT5 ------•--- OPTIONAL ..__ATION - AT MTG. STILE LOCATION _ DUROMETER BOfS SHORE A O F ♦Y O u O O CI Q Z O a Z_ m p� -- 2.406-----• -- .062 . I— 2,076 1.189 I I - �•-1.535-• O8 JAMB STILE 3.949 l - 3.074HI-FLOW ----.2.910- •-1.189-H .w _ - - - .062 _ TYP. •,078 2.538 _ - �.,.__--._2.84&_..-_.. `•' 3 tz 0 O _ 8 _ (U Z m c Z 3 �j w � p 8 to ey Dz I•�-- 2.406 -----' �41- '"-- 1.189 1.403 17_- _-- ,-1.531-• (� FRAME SILL U VENT INTERLOCK v1 p ... N O �roik� 062-11- d .900 _ - .082 .528 2.644 .250 -1.345-•� 1'409 D62 1.189 1 _ TYP: t3 ADD-ON SILL RISER 2 c (a`) SILL TRACK 094 1 - 1.969---• FIXED MTG. RAIL .- - 2.786.... _.._. , �, �•-- " 1'-•125 .500 .672 1.000 t .062 �_.•_. • • • • • • • • • • • • • • • • • • 4 FLUSH FRAME ADAPTER �) SI1j,•I115ETiT• • • a • • : i + • s ^� 583 .458 ...1 x.134 _ •1 �- i • • • • • • • • • .787 .781 -.°50 .865 .781.• 0� .85f •-.050 • • • • 4 __ i (_...._- .. 4. • • • .. • • • • _ I • • • • F•-1.096.,. h•-1.09p.� ••• ��-,.p9B- •+ •• .`. .•. GLAZING BEADS �` 69Pd 77i \ `` _�'�•• ENBLr'•.. ti .. , •"^ f.C. - Yj �� .••'•, 5;' E f '• 2/ � o R• : • .�,•�' �,,,,••:...1D• FL #20359 �i7 I�Pe•c4; Coalod• 1/19!2018 ;v 082 2.BA8 2.B7M1 -----__ 1 ODD -• Y.076 FRAME JAMB ,.1.122-• _.. ...} '6----- I .078-• • 1.421 .985 (. _. �..-' ... .. _____. .Y. - 1.029 25 SPRING LOADED LATCH - _ g - 9 _� � -_ .. _ L drawin .-.. no. 9 W16-26 Cnee`t 9 of10 0:0 •• • • • • • • • • • • • • ••• • • • ••• • • FIXED MM RAIL CORNER C�. • •�R�E• O;T �ER • •• .•• •• • • • •• •• ••• •.• ••• ••• • • •. • . . . . . . . . . . ••• • • • • ••• • • • Y • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i A "I 'i'n 1y�..•'�1CL°N.4F'' s Ftu.70502 — d }' `. • G y • drowing no. 26 hL #20359 1101111W10; sheet l0 o(1C Sealed: 1/12/2018 1