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WS-20-82Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit nft7.: W$-01-20-82 Permit Type: Windows/Shutters f U �� r Cla si cation: Window/Door Reptacement Permit Status: Approved issue a:02/06/2020 Expiration: 08/04/2020 Parcel Number 115 NE 94TH ST, Miami Shores, FL 33138 1132060132870 Contacts Description: INSTALLATION OF 19 IMPACT WINDOWS AND 6 Valuation: Inspection Re uests: p $ 35,800.00 DOORS INCLUDING G ARAGE DOOR. 305-762-4949 Total Sq Feet: 0.00 Fees WILLIAM 1URBERG Owner 115 NE 94 ST, MIAMI SHORES, FL 33138 Home: 3056093851 AUTANA ENTERPRISES INC Contractor SERGIO BAEZ 8337 NW 194 TER, MIAMI, FL 33015 Business: 3055282378 sales.b4consulting@gmail.com $50.00 CCF $21.60 Description: INSTALLATION OF 19 IMPACT WINDOWS AND 6 Valuation: Inspection Re uests: p $ 35,800.00 DOORS INCLUDING G ARAGE DOOR. 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $21.60 DBPR Fee $5.25 DCA Fee $3.50 Education Surcharge $7.20 Scanning Fee $12.00 Technology Fee $8.75 Windows/Shutters Fee $300.00 Total: $408.30 Payments Date Paid Amt Paid Total Fees $408.30 Credit Card 01/14/2020 $50.00 Credit Card 02/06/2020 $358.30 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village.. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS F D VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regula ' st tion and zoning. Futhermore, I authorize the above named contractor to do the work stated. Owner / Applicant / Contractor / Agent Date February 06, 2020 Page 2 of 2 BUILDING PERMIT APPLICATION RECEIVEr) Miami Shores Village JA 14 ago Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 lD �•F'BC201,, W � Master Permit No. J ��— 20— 841 ❑ BUILDING ❑ ELECTRIC ❑ ROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �CONTRACTOR DRAWINGS JOB ADDRESS: li S U IG q q CYIL . City: Miami Shores rr County: Miami Dade zip: Folio/Parcel#: 1 - '3ZO V 0 13 - Zf 7 0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): \k II 1tlm AAn ` irG Phone#: 5 Address:S1 , IJ/ City: ii2m 1 oire State: Zip: )3� Tenant/Lessee Name: Email CONTRACTOR: Company Name: Ak-kV1CA Phone#: 3tir S2F(Z?7 Address: I9 3.3-7 W w � Olq d e r t City: 16 W k y� State: FL zip: 330! Qualifier Name: Ser�i� 6oQL Phone#: 3 0S SZ'S23-7y State Certification or Registration #: CPQ['_ jL� 6 1 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: State: Zip: Value of Work for this Permit: $eft Square/Linear Footage of Work: Type of Work: ❑ Addition ❑++ ,�,,Alteration F-1New E:1Repair/Replace ElDemolition Description of Work: hi c4a I l (J` on o7 I ► ocr + w to d6 UJf GLb n(J ; GiG3 xae Specify color of color thru tile: �--� Submittal Fee $ ` 00 Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE Bonding.Compahy'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 J,Signature ZfA OWNER or GENT (// NTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of P MAI Z() by day oflW�QAJ 20 X by J.41111amn Jbh"F who is personally known to16Iff tC? who is personally known to me or who has produced 7)_ as me or who has produced}J UR- as identification identification and who did take an oath. �+ Nobly PubNa SO>a of FWWO NOTARY PU 01 Cynthia Deffte Basi NOUBLIC: •W079=22239582 079=22239582 w Sign: Sig Print: Print: Seal: Seal: n? ►ie� I SINDIA A:#TGG MY COMMISSIO238273EXPIRES: Sept, 2022 tk APPROVED BY (� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 2 OF'FICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-2870 Property Address: 115 NE 94 ST Miami Shores, FL 33138-2821 Owner WILLIAM JOHN JURBERG TRS WILLIAM JOHN JURBERG REV TRUST Mailing Address 115 NE 94 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/4/1 Floors 1 Living Units 1 Actual Area 4,137 Sq.Ft Living Area 2,793 Sq.Ft Adjusted Area 3,329 Sq.Ft Lot Size 12,435.6 Sq.Ft Year Built 1960 Assessment Information Year 2019 2018 2017 Land Value $372,756 $310,469 $310,469 Building Value $231,698 $231,698 $231,698 XF Value $23,879 $23,960 $24,041 Market Value $628,333 $566,127 $566,208 Assessed Value $299,787 $294,198 $288,147 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $328,546 $271,929 $278,061 Cap Reduction School Board Exemption Value $25,000 Homestead Exemption $25,000 $25,000 $25,000 Second City Exemption Value $50,000 $50,000 $50,000 Exemption $25,000 $25,000 $25,000 Homestead Exemption Value $50,000 $50,000 $50,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description 1 534165342 MIAMI SHORES SEC 1 AMD PB 10-70 LOT 15 & W40FT OF LOT 16 BLK 21 LOT SIZE IRREGULAR OR 18857-1723 11 1999 1 Generated On : 1/14/2020 Taxable Value Information Previous Sale Price 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $249,787 $244,198 $238,147 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $274,787 $269,198 $263,147 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $249,787 $244,198 $238,147 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $249,787 $244,198 $238,147 Sales Information Previous Sale Price OR Book -Page Qualification Description 10/28/2019 $817,500 31677-3593 Qual by exam of deed 11/01/1999 $220,000 18857-1723 Sales which are qualified 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 Aqreement at hftp://www.miamidade.gov/info/disclaimer.asp https://www8.miamidade.gov/Apps/PA/propertysearch/ 1/14/2020 Miami shores V 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). Acknowledeernent: S -e vo iO l� Signature Date Print ame RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 • • • . FOR 175 MPH WIND ZONE •....' Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone '..' : • CATEGOR;f 2 BLDG Height (Maximum) Effective Wind Area (or, Tributary Area) in Square •eet 10 20 30 40 50 ',. •' 60 1.00 0.95 0.92 0.89 0.88•'; ': 0.86 � 15 40.4 38.5 37.5 36.7 36.1::,':. 35.7 20 42.7 40.8 39.7 38.9 38.3: 37. �- 25 44.6 42.6 41.5 40.6 40.0: '. 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 ... 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height Maximum Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -473 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 \ -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -- -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet).ii` THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE I' TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY .� ROBERT MONSOUR. I BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links ( Search FI rid-�a Product Approval �, r Qo USER: Public User s rt�t L�.v Product Approval Menu > Product or Application Search > Application List > Application Detail FL # MR! FL21835-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer E.S. Windows, Inc. Address/Phone/Email 10653 NE Quaybridge Ct. Miami, FL 33138 (305)624-7775 achamorro@eswllc.com Authorized Signature Javad Ahmad veronica@afceng.com Technical Representative Manuel Perez Address/Phone/Email 10653 NE Quaybridge Ct. Miami, FL 33138 maph@bellsouth.net Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE -70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/16/2025 Validated By Ammad Riaz, P.E. Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Validation Checklist - Hardcopy Received FL21835 R1 COI SS - Series ES -46T Thermal Alum OS Door ( MI-LMI)zL 2014.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted 04/12/2017 Date Validated 04/12/2017 Date Pending FBC Approval 04/14/2017 Date Approved 06/13/2017 Date Revised 12/07/2017 Summary of Products 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 :: Accesslbillly Statement :: Refund Statemen 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ech_ M Credit Card Safe FL # Model, Number or Name Description 21835.1 Series ES -46T Thermal Aluminum Small missile impact resistant thermal aluminum outswing Outswing Entrance Door entrance door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL21835 R1 II SS - Series ES -46T Thermal Alum OS Door (5M) -DWG W17-08-R1.pd Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +100/-120 Created by Independent Third Party: Yes Other: See attached drawing W17-08 for installation details. Evaluation Reports FL21835 R1 AE SS - Series ES -46T Thermal Alum OS Door ,(SMI)-PAE 2014.pd Created by Independent Third Party: Yes 21835.2 Series ES -46T Thermal Aluminum Large missile impact resistant thermal aluminum outswing Outswing Entrance Door entrance door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL21835 R1 II SS - Series ES -46T Thermal Alum OS Door f LMI)-DWG 17-07-R1.pjff Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +100/-120 Created by Independent Third Party: Yes Other: See attached drawing W17-07 for installation details. Evaluation Reports FL21835 R1 AE SS - Series ES -46T Thermal Alum OS Door f LMI)-PAE 2014.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesslbillly Statement :: Refund Statemen 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ech_ M Credit Card Safe Will AL-FAROOQ CORPORATION usCONSULTING ENGINEERS & PRODUCT DEVELOPMENT February 9, 2017 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: ES Windows, LLC Series ES -46T Thermal Aluminum Outswing Entrance Door - S.M.I. & L.M.I. Certificate of Independence Dear Sirs, As the design engineer retained by ES Windows, LLC on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, .,PJ PD A./M4O ......... E / No � 70592 J. T .- yr OF�. T i ii . •.� P•' -14 O R 1 C7 �` ION A,%-, .. �`�Sealed 02-09-17 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcens.com MIA DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE -OF ACCEPTANCE (NOA) www.miamidade.gov/economy 1VIiami, FL 33141 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:. erg 00" Aluminum Sliding,Glass Door -.L.M.I. APPROVAL DOCUMENT: Drawing No. W16-73, titled "ES-EL400 Alum. Sliding GIass Door (L.M.I.)" sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baranquilla, Columbia, S.A., series, and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. Muar�waDe cout�rr NOA N -o 1606" Al • + /� Explratiate:_,Iuly.2012022 Approval 'Date:, July, 20, 2017 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on, 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-009, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 07/13/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5o' Edition (2014) and FBC-611 Edition (2017), dated 06/20/17 and revised on 07/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. Jorge M. Plasencia, P.E. Progfuct Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51'' Edition (2014) and' { C 6th (Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of no financial interest, dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed by Dennis Duffy, CEO. 5. Proposal No. 16-1478 issued by the Product Control Section, dated 11/17/16, signed by Ishaq Chanda, P.E. orge M. Plasencia, P.E. Pro ct Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-2 M IAM FDADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ES Windows, LLC ) �iVlriami-FIS ��142� SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION': Series "EL -150" Aluminum Single Fixed Windows -L.M.I. APPROVAL DOCUMENT: Drawing No. W16-70 Rev B, titled "ES -EL 150 Fixed Aluminum Wdw. (L.M.0", sheets l through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, 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. NIISSII.E IMPACT RATING: Large and Small Missile Impact Resistant. Limitations: 1. See design Pressure VS window sizes and glass types in charts in sheet 3. See glazing types in sheet 2. 2. See sheet 5 for optional mulled side by side installation (Approved impact mullion, under separate approval), when the windows are mulled, lower Design Pressure may control for entire assembly. AHJ to review such installation for tributary end load and required anchors. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 16-0617.05, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. 'OA No..1� 8. �L MIAMMADE COUNTY Expiration Date._ May 18, 2022 -) . _� Approval Date: Febivary 08; 201`11) Pige 1, 1( ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-70, titled "ES -EL 150 Fixed Aluminum Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, 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 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated 11/14/2016, and revised on 05/10/2017, both signed and sealed by Constantin Bortes, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated 05/10/2017, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 11/16/2016 and revised on 12/21/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color GIass Interlayers" dated 06/19/14, expiring on 04/14/18. Is aq I. Chanda, P. E. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated 11/16/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar SA) and by Evelyn Daes (ES Windows). 2. Statement letter of no financial interest, dated 11/22/2016, prepared by Blackwater Testing, Inc., signed by Dennis Duffy. 3. Test proposal # 16-1476, approved by RER, dated 12/16/2016. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1 through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E. Note: This revision consist of editorial changes of FBC 17 (6h Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance tofEBC 2017 (6th Edition); dated 11/08/17, prepared prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 16-0617.05, expiring 05/18/22. iSk..� t• l N�'H�•• Ishall I. Chanda, P. E. Product Control Examiner NOA No. 17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-2 M IAM 1-DADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DMSION NOTICE OF ACCEPTANCE (N01 FL 33142 MIAMI—DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:;Series "EL200" Aluminum Horizontal Rolling Window L.M.I. APPROVAL DOCUMENT: Drawing No. W16-86, titled "BS-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING."Large and_Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barr4i3quilla, Colombia, model/series, and following statement: "Miami -Dade County Product Gont:od ApproNacL'"y finless..... otherwise noted herein. • • . RENEWAL of this NOA shall be considered after a renewal application has been yea and there has been""' • no change in the applicable building code negatively affecting the performance of this�Qduct. :0006: TERMINATION of this NOA will occur after the expiration date or if there has teen a revisien•or e0hange.. 0 0 0 in the materials, use, and/ or manufacture of the product or process. Misuse of thie?VA;as an erl%r9emen>r 0:.. of any product, for sales, advertising or any other purposes shall automatically terMin'dte this 1f"A. Failure • • • • • to comply with any section of this NOA shall be cause for termination and removal sMak. ' • .. 0. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cpunty, Ma ls, anc 000 followed by the expiration date may be displayed in advertising literature. If any- Qor;on of tha NOA it.... ; displayed, then it shall be done in its entirety. 0009 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-1114.06and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0221.03 M IAMI-DADE C0 j � Expiration Date: January 19, 2022,) f Approval -Date: May-10� 2018i .Jr1 %'i8 Page'1' E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 16-0617.04) 2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Window Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision B dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-007, dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC 5th 2. Edition (2014), dated 06/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 090* Glazing comnlies with ASTM F1300-09 0 0• • 9.6 D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources`R). .. •• E-1 .... ...... .... ...... k�v Manuel Per , P . Product Control Eam' er NOA No. 18- 21.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 12/28/17, expiring on 07/04/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (MA) for their "Saflez Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (MA) for their "Saflez CP — Saflez and Saflez HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 5th Edition (2014) and IFBC 6th Edition (201, and of no financial interest, dated 09/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.06) 2. Statement letter of conformance, complying with FBC 511 Edition (2014), dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 3. Statement letter of no financial interest, dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 4. Addendum letter, issued by Blackwater Testing for Test Report No. BT-ESW-16-007 dated 12/15/16. (Submitted under NOA No. 16-0617.04) • • � � • • • • • � • 5. Distributor Agreement, signed by Carlos Garcia and by Evelynbaes : . • (Submitted under NOA No. 16-0617.04) ' • • • • • • • • • • • 6. Laboratory compliance statement for Test Report No. BT-ESW- 1107, issued by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by�Q4srantin �cA;!t, P.E* Y•YYY (Submitted under NOA No. 16-0617.04) • ..... .. Y . • „; • • 7. Proposal No. 16-1228 issued by the Product Control Section, dated 441/16/1-6 09igned • •.... by Manuel Perez, P.E. (Submitted under NOA No. 16-0617. of 0:0: Y •, • .. . ...... F. OTHERS •••••• 1. Notice of Acceptance No. 16-0617.04, issued to ES Windows, LLC for•thoip'Series "BL200" Aluminum Horizontal Rolling Window - L.M.I., approved on 01/19/17 and expiring on 01/19/22. Q Manuel rP.E. Product Contro Ex-?ainer NOA No. 1.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-86, titled `BS-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-007, dated 10/24/17, signed and sealed by Constantin Bortes, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 000090 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Che]6ftr Company.(MA) " for their "Saflex CP - Saflex and Saflex HP Composite GlassilutWayers'Wriii PET• . •;; • Core" dated 09/07/17, expiring on 12/11/18. 006:66 0 0 4. Notice of Acceptance No. 17-0712.05 issued to Eastman CheW1CA1jComlj4iqyQVIA) • • • • for their "Saflex Clear and Color Glass Interlayers" dated 09/MI7, expIrin� on • •. 0.0000 • 00 0000• 05/21/21.• 0000 0000 0000.. • F. STATEMENTS.0 6 • 1. None. ••• . •• ��•••� .. . 0000 0 0 G. OTHERS •""• 1. Notice of Acceptance No. 17-1114.06, issued to ES Windows, LLC for their Series "EL200" Aluminum Horizontal Rolling Window - L.M.I., approved on 0 /11/18 and expiring on 01/19/22. Manuel Pe z, E. Product Control xam' er NOA No. 1 -0 1.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-3 MAM1•DiADE +l DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to .comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL300" Aluminum Outswing Door�L.M.L APPROVAL DOCUMENT: Drawing No. W17-59, titled "ES-EL300 Aluminum Outsw•.ing Door (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, RE, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE 11WPACT RATING: Large and Sma11 Ylissile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baranquilla, Columbia, S.A., series. and the 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. TERNEINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NO,A.Yp. 16-0617.03 rtuuhManE coulrnr E-Tiration Date: January 04 2023 /Z[ �6 ���Approyal Date January 04, 2018 ( Page I ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, 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 2.02-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201-94 7) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing door, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-008, dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Letter of Clarification issued on 08/03/17, signed and sealed by Constantin Bortes, F.E. C. CALCULATIONS 1- Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 06/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITYASSURAtNCE 1. Miami -Dade Department of Regulatory and. Economic Resources (RER) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass °Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas@ (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (NI.A) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, e-xpiring on 05/21/21. 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (MA) for their '-Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. rge M. Plasencia, P.E. Produc Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January 04, 2023. Approval Date: January 04, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. (STATWMENTS 1. Statement letter of conformance, to FBC-5' Edition (2014) and FB -C-6' Edition (201l) and of no financial interest dated 07/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes_ 3. Laboratory compliance statement for Test Report No. BT-ESW-17-008, issued by Blackwater Testing, Inc., dated 061115/17, signed and sealed by Dennis Duffy, CEO. 4. Proposal No. 16-1477 issued by the Product Control Section, dated 11/2.3/16, signed by Ishaq Chanda, P.E. G. OTHERS 1. None. E-2 Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January- 04, 2023 Approval Date: January 04, 2018 MIAMI- DiADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION. -Clipped, Extruded Aluminum Tube Mullion L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., 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: Arg Small Missile Impact Resistant, - -- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 18.0205.05 and consists of this page 1 and evidence pages & 1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0405.10" apiratioq 2ate:_Septembe�16,.2024 e lApproval Date: May_30, 2019 1 Y5112 �! _ Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0205.05) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D -A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0205.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 .04 MIA -2 Manur P.E. Product Controel=-05.10 iner NOA No. Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F.ST TEMENTS) 1. Statement letter of conformance, complying with IfikC 6! Edition_(2017), and of no financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0205.05) 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all issued by Fenestration Testing Laboratory, Inc. and all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 14-0731.06, issued to ES Windows, LLC for their Extruded Aluminum Tube Mullion — L.M.I., approved on 09/16/14 and expiring on 09/16/19. Manuel Per P.E. Product Control finer NOA No. 19-0405.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None B. TESTS 1. None C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None F. (STATEMENTS) 1. Statement letter verifying conformance tomFBC_ 6t6Edition A(2017),hissued by Al- Farooq Corporation, dated March 28, 2019, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0205.05, issued to ES Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion - L.M.I., approved on 03/08/18 and expiring on 09/16/19. Manuel P e P.E. Product Control(Exaniiner NOA No. 1W405.1 0 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E-3 MIAMI- D1ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE_(NOA) www.miamidade.gov/economy Clopay_Building ProductsCompany ) 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DWRIP_TION:_E" Gallery Steel ang DP46T Sectional Garage Door up to 16'-2' ide APPROVAL DOCUMENT: Drawing No. 104791, titled "2" Gallery Pan Doors 16'2"W", sheets 1 and 4 of 4, dated 05/01/2013, with revision 04 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. on 05/16/2018, 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: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 #17-1016.23 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 18-0522.02 MIAM4DADB COUNTY 1 Expiration Date: August 1, 2023 13/11 Approval Date: July 5, 2010,,1/7Pager Clopay Buildine Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous NOA's A. DRAWINGS "Submitted under NOA # 15-0225.26" 1. Drawing No. 104791, titled "2" Gallery Pan Doors 16'2"W", sheets 1 and 4 of 4, dated 05/01/2013, with revision 03 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 13-0510.04" 1. Addendum letter to Test Report No. ATLNC 0220-01-13, dated 06/18/2013, signed and sealed by David W. Johnson, P.E. 2. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC, TAS 202-94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of 16'2"x 8', 24ga steel garage door Model GD4SW8 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0220-01-13, dated 04/29/2013, signed and sealed by David W. Johnson, P.E. 3. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submitted under NOA # 13-0510.04" 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 05/03/2013, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0225.26" 1. Statement letter of code conformance with the 2010 and the 51 edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 14-0617.02" 2. Statement letters of code conformance to 2010 FBC and no financial interest, both issued by Clopay Building Products Company, dated 06/10/2014, signed and sealed by Scott Hamilton, P.E. "Carlos M. I t ra, P.E. Product Control Examiner NOA No 18-0522.02 Expiration Date: August 1, 2023 Approval Date: July 5, 2018 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under NOA #17-1016.23 A. DRAWINGS 1. Drawing No. 104791, titled "2" Gallery Pan Doors 16'2"W', sheets 1 and 4 of 4, dated 05/01/2013, with revision 04 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Plastics, US LLC for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015, expiring on 07/17/2018. 2. Notice of Acceptance No. 17-0410.01 issued to Bayer Material Science LLC (MA) for their Makrolon Polycarbonate Sheets, approved on 06/08/2017, expiring on 08/27/2022. F. STATEMENTS _ 1. Statement letter of code conformance to 6' Edition .(201 FBC issued by Clopay Building Products Company, dated 10/04/2017, signed and sealed by Scott Hamilton, P.E. *01"�glnlih Carlos M. Utrera, P.E. Product Control Examiner NOA No 18-0522.02 Expiration Date: August 1, 2023 Approval Date: July 5, 2018 E-2 Clopay Building Products Comuany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. New evidence submitted A. DRAWINGS 1. Drawing No. 104791, titled "2" Gallery Pan Doors 16'2"W", sheets 1 and 4 of 4, dated 05/01/2013, with revision 04 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. on 05/16/2018. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to,6!.Edition_(2017)_FBC issued by Clopay Building Products Company, dated 05/16/2018, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 05/16/2018, signed and sealed by Scott Hamilton, P.E. Carlos M. Utrera, P.E. Product,Control, Examiner NOA No-181-0522.0i)Expiration Date: August 1, 2023 Approval Date: July 5, 2018 E-3 1. ALUMINUM FRAME FINISH: CLEAR ANODIZED 2. GLASS TINT: CLEAR MANUFACTURER GLASS & GLAZING SHOP DRAWINGS 1. E.S. WINDOWS, LLC. 1.1. SERIES ELI 50 ALUMINUM FIXED WINDOW - LMI 1.2. SERIES EL200 ALUMINUM HORIZONTAL ROLLER - LMI 1.3. SERIES EL300 ALUMINUM FRENCH DOOR - LMI 1.4. SERIES EL400 ALUMINUM SLIDING GLASS DOOR -LMI 1.5. ES WINDOWS CLIPPED ALUMINUM MULLION W CLIPS -LMI 1.6. SERIES 46T THERMAL - ALUMINUM OUTSWING DOOR -LMI 1.7. 16' EPS STEEL GARAGE DOOR 115 N E 94th Street, Miami Shores, FL, 33138 Municipality: Miami Shores Folio: 11-3206-0132870 N.O.A: 17-1218.12 N.O.A: 18-0221.03 N.O.A: 16-0617.03 N.O.A: 16-0617.02 N.O.A: 19-0405.10 FL: 21835-R1 N.O.A: 18-0522.02 ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THESE DRAWINGS AND THE APPLICABLE REQUIREMENTS OF THE FLORIDA BUILDING CODE STANDARD FOR CONSTRUCTION SPECIFICATIONS. PROJECT TOTAL SQUARE FOOTAGE: 486.6 SQFT INDEX PAGE DESCRIPTION 1 COVER SHEET 2 FLOOR PLAN 3 • • • • • • • • • • • WINDOW PRODUCT ELEVATIONS •••••• • •••••• • .... . ..... ...... ... ..... • • .. • • .. 00000. .•• . . • • . . .. ...... .. . • .. . •00 ...... 0 INDEX PAGE DESCRIPTION 1 COVER SHEET 2 FLOOR PLAN 3 DOOR & WINDOW SCHEDULE 4 DOOR PRODUCT ELEVATIONS / WINDOW PRODUCT ELEVATIONS 5 WINDOW PRODUCT ELEVATIONS PREPARED BY Shamir Ajate 6777 SW 27th Ct, Miramar, FL, 33023 PH. 786-395-2568 IVSD JAN 14 2020 PROJECT INFORMATION COVER 115 NE 94th Street, SHEET Miami Shores, FL, 33138 01 OF 05 ►WCI' PE Es E) *WORK TO BE COMPLETED ONLY ON MARKED OPENINGS. *NO STRUCTURAL MODIFICATIONS TO EXISTING STRUCTAW.: 0.0.00 *BEDROOM WINDOWS ARE COMPLIANT WITH EGRESS """ 0000 REQUIREMENTS AS PER FBC2017. ••00�• 0000.. WINDLOAD CALCULATIONS BASED ON ASCE 7-10 WIND..'..' CODE. •••••• . . . . 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Door & Window Schedule . . MARK QTY SIZE finches) SERIES WINDOW TYPE CONF: FRAME FINISH GLASS TINT PRIVACY GLASS TYPE Square Feet /eo Square Feet /total .•• . ••••• • • •0000 WIDTH HEIGHT W01 1 106" 38 3/8" EL 200 Horizontal Rolling XOX Clear Anodized Clear No 5116" Laminated 28.2 Sqf 28.2 Sqf •••• • • W02 1 73 7/8" 38 3/8" EL 200 Horizontal Rolling XO Clear Anodized Clear No 5116" Laminated 19.7 Sqf 19.7 Sqf W03 1 36 7/8" 60" EL 150 Fixed Window O Clear Anodized Clear No 5116" Laminated 15.4 Sqf 15.4 Sqf • • • MULL 1 1 X 4 1/8 N/A Alum. Clipped Mull N/A Clear Anodized N/A N/A N/A N/A N/A •••••• • W04 1 72" 60" EL 150 Fixed Window O Clear Anodized Clear No 5/16" Laminated 30.0 Sqf 30.0 Sqf • • •• • MULL 1 1 X 4 1/8 N/A Alum. Clipped Mull N/A Clear Anodized N/A N/A N/A N/A N/A • • • • • • 00 W05 1 36 7!8" 60" EL 150 Fixed Window O Clear Anodized Clear No 5/16" Laminated 15.4 Sqf 15.4 Sqf • ••• W06 1 106" 38 3I8" EL 150 Horizontal Rolling XOX Clear Anodized Clear No 5/16" Laminated 28.2 Sqf 28.2 Sqf W07 1 73 7/8" 38 3/8" EL 150 Horizontal Rolling XO Clear Anodized Clear No 5/16" Laminated 19.7 Sqf 19.7 Sqf WOS 1 52 7I8" 38 3I8" EL 150 Horizontal Rolling XO Clear Anodized Clear No 5/16" Laminated 14.1 Sqf 14.1 Sqf W09 1 36 7/8" 38 3/8" EL 150 Horizontal Rolling XO Clear Anodized Clear Yes 5/16" Laminated 9.8 Sqf 9.8 Sqf W10 1 737/8 383/8 EL 150 Horizontal Rolling XO Clear Anodized Clear No 5/16" Laminated 19.7 Sqf 19.7 Sqf W11 1 73 7l8" 38 3/8" EL 150 Horizontal Rolling XO Clear Anodized Clear No 5/16" Laminated 19.7 Sqf 19.7 Sqf W12 1 73 7/8" 25 7/8" EL 150 Horizontal Rolling XO Clear Anodized Clear No 5116" Laminated 13.3 Sqf 13.3 Sqf W13 1 73 7/8" 383/8 EL 150 Horizontal Rolling XO Clear Anodized Clear Yes 5/16" Laminated 19.7 Sqf 19.7 Sqf W14 1 52 7/8" 38 3/8" EL 150 Horizontal Rolling XO Clear Anodized Clear No 5/16" Laminated 14.1 Sqf 14.1 Sqf Clear Anodized W15 1 52 7/8" 38 3/8" EL 150 Horizontal Rolling XO Clear Anodized Clear No 5116" Laminated 14.1 Sqf 14.1 Sqf Clear W16 1 52 7/8" 38 3/8" EL 150 Horizontal Rolling XO Clear Anodized Clear No 5/16" Laminated 14.1 Sqf 14.1 Sqf No W17 1 36 7/8" 383/8 EL 150 Horizontal Rolling XO Clear Anodized Clear Yes 5/16" Laminated 9.8 Sqf 9.8 Sqf 7/16" Laminated W18 1 52 7l8" 383/8 EL 150 Horizontal Rolling XO Clear Anodized Clear No 5/16" Laminated 14.1 Sqf 14.1 Sqf 18.4 Sqf W19 1 367/8 627/8 80 1/2" EL 300 French Door X Clear Anodized Clear Yes 7/16" Laminated 15.1 Sqf 15.1 Sqf DR6 1 192" 84" 2" EPS Garage N/A N/A N/A N/A N/A 112.0 Sqf 112.0 Sqf Total Units 25 Total Square Feet 482.3 Sqf PREPARED BY PROJECT INFORMATION WINDOWS Shamir Ajate 115 NE 94th Street, DOORS 6777 SW 27th Ct, Miami Shores, FL, SCHEDULE Miramar, FL, 33023 PH. 786-395-2568 33138 03 OF 05 EL 150 Horizontal Rolling XO Clear Anodized Clear No 5116" laminated 16.1 Sqf 16.1 Sqf DRi 1 75" 82" 46T French Door LITES OXO Clear Anodized Clear No 1 3/16" Insulated Laminated 42.7 Sqf 42.7 Sqf DR2 1 191 3l4" 78 1/2" EL 400 Sliding Glass Door XX -XX Clear Anodized Clear No 7/16" Laminated 104.5 Sqf 104.5 Sqf DR3 1 95 1/2" 78 1/2" EL 300 Sliding Glass Door XX Clear Anodized Clear No 7/16" Laminated 52.1 Sqf 52.1 Sqf DR4 1 33" 80 1!2" EL 300 French Door X Clear Anodized Clear Yes 7/16" Laminated 18.4 Sqf 18.4 Sqf DR5 1 27 80 1/2" EL 300 French Door X Clear Anodized Clear Yes 7/16" Laminated 15.1 Sqf 15.1 Sqf DR6 1 192" 84" 2" EPS Garage N/A N/A N/A N/A N/A 112.0 Sqf 112.0 Sqf Total Units 25 Total Square Feet 482.3 Sqf �- 75" -{ 0 QTY: 1 French Door 46T FL# 21835-R1 Conf: HRSO OXO DOOR DP +100.0/-120.0 SIDELITES DP +100.0/-120.0 i-1 os" -J 00 W01 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 DR2 QTY: I Sliding Glass Door NOA# 16-0617.02 Conf: xxxx DP +59.1/ 59 1 �-- 737/8 � L-1 WO QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 a DR3 QTY:I Sliding Glass Doar NOA# 16-0617.02 Conf: XX DP +59.1/ -59.1 33"---t DR4 QTY: I French Door NCA# 16-0617.02 Conf: HLSO DP +70.0/-75.0 �- 72" ,r DRS QTY: 1 French Door NCA# 16-0617.02 Conf: HLSO DP +70.0/-75.0 so 4 . 900.0. DR6 QTY: 1 Garage Door NOA# 18-0522.02 DP +46.0/-52.0 106"� M W03 W04 g.. ooa00004 W05 E6 QTY: 1 0000aoo�. QTY: 1 0000�oo: QTY: 1 Fixed Window Fixed Window Fixed Window DR6 QTY: 1 Garage Door NOA# 18-0522.02 DP +46.0/-52.0 106"� M W03 W04 W05 E6 QTY: 1 QTY: 1 QTY: 1 QTY: 1 Fixed Window Fixed Window Fixed Window Horizontal Rolling Window NOA# 17-1218.12 NOA# 17-1218.12 NOA# 17-1218.12 NOA# 18-0221.03 DP +60.0/-68.6 DP +48.0/-48.0 DP +60.0/-68.6 DP +65.0/-65.0 QTY: I QTY: 1 Aluminum Clipped Aluminum Clipped Mullion with Clips Mullion with Clips Type: I" x 4" 63 Type: 1" x 4" ® 63 NOA# 19-0405.10 POA# 1 10 PSF: +64.2/-64.2 PSF: +644.2/-6.2/-64.2 9999.. 9999.. 0.0.•t 9,999 9999.. 0000.. . 9999.. i-- 73z/s " 52Y/s 367/$ 737/s 737/s 1122 0 0 00 M 00 00 00 W07 QTY: 1 HorizontalRolling Window NOA# 18-0221.03 DP +65.0/-65.0 I E8 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 E9 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 W10 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 W11 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 fi 73/8' m N 13 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 i- 737/e" � 52�/s" �� fi 527/e1� t--- 52�/e' 1-367/8"1 � � 527/e' f--106" v ED co co CI) co co co m co ao W13 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 W14 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 I DP +65.0/-65.0 W15 QTY: 1 Horizontal Rolling Window NCA# 18-0221.03 I DP +65.0/-65.0 I E6 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 I DP +65.0/-65.0 W17 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 I DP +65.0/-65.0 W18 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 E9 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 I DP +65.0/-65.0 I 004 . w • • • •0 . 9990.6 "0400 0 •069.• • • •..•9• •0000• 9999 • • • • •.9• • • 109• . 9999.. ,... 999. 9. .. .. •9.• 6009.9 9999.. i- 737/e" � 52�/s" �� fi 527/e1� t--- 52�/e' 1-367/8"1 � � 527/e' f--106" v ED co co CI) co co co m co ao W13 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 W14 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 I DP +65.0/-65.0 W15 QTY: 1 Horizontal Rolling Window NCA# 18-0221.03 I DP +65.0/-65.0 I E6 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 I DP +65.0/-65.0 W17 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 I DP +65.0/-65.0 W18 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 DP +65.0/-65.0 E9 QTY: 1 Horizontal Rolling Window NOA# 18-0221.03 I DP +65.0/-65.0 I 4 3/16" HEAT STREN'D. GLASS 090-15ferlcyer SILICONE SentryGlos -" DOW 983 v By 'Kuroroy America, -Inc.' DOW 795 . a. SILICONE DOW 983 z m DOW 795 i � g I II II 0 of w (—GLAZING—DETAIL') 1-3/16" OVERALL INSUL. M. GLASS 1/2"_ AIR SPACE CONSISTING OF: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SES -46T THERMA. (ALUMINUM OUTSWING ENTRANCE DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH 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 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 FLORIDA BUILDING 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. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SURFACE APPLIED FALSE MUNTINS MAY BE USED GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 9.750" D.L.O. HEIGHT = FRAME HEIGHT - 9.375" 4" MAX. HEAD/SILL CORNERS 38 1/2" MAX. 31 7/16" MAX. D.L. OPG. 14" MAX. HEAD SILL TYPICAL ELEVATION MAXIMUM DESIGN LOAD RATING =+ 100.OPSF (FOR SIZES SHOWN OR SMALLER) — 2 PSF AS PERMITTED BY FBC DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS APPLICABLE. muJ iw z 'o U A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �I) o 10 Ln 0 W 0 a a C) N 0 C4 No.70592 0 L �y V 6: c 1Ji U drawing no. W 17-07 1 sheet 1 of seas.. • ease** •sass• ••••a sass• •00.00.• 0000•• 0000.. TYPICAL ANCHORS DIST. X W TYPICAL ANCHORS SEE ELEVS.- FOR SPACING ALTERNATE 1 B /WOOD BUCK . a v a 0 0 0 0 a v • I � • o TYPICAL ANCHORS �- SEE ELEVS. ! FOR SPACING EDGE DIST. ! w 0 - CA N EDGE w TYPICAL ANCHORS SEE ELEVS. FOR SPACING 26Y WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS RUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 4ND TRANSFER THEM TO THE BUILDING STRUCTURE. (t `/ LJ W r 0 METAL r EDGE DIST. STRUCTURE Z r CO t� �J OLu Z T •Q XXXX •' WO`o U 'a•• 4/ N N MA uj • V t=A M • • • u„ u o y M•• TYPICAL ANCHORS .. M M Q S IL 0_ SEE ELEVS. FOR SPACING' map .5 � O • •• N low 3gale, Or If----- --- �� ----1I I� Z 0 c (�j • II F.B.C. APPROVED II I CLIPPED MULLIONI J am a .� a W M- �+ SEE SEPARATE APPROVAL II II TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA, CRETE -FLEX SS4 BY 'ELCO' (Fu -190 KSI. Fy=127 KSI) 1/4" DIA. ULTRACON SS4 410 BY 'ELCO' (Fu -190 KSI, Fy=164 KSI) w J/4- DIA. ULTRACON BY 'ELCO(Fu=177 KSI, Fy=155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 B OR 2BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 2" MIN. EMBED INTO CONCRETE (HEAD/SILL) 2" MIN. EMBED INTO CONC. OR FILLED BLOCK (JAMBS) 1/4" DIA DRIL-FLEX SELF DRILLING SCREWS BY 'ELCO' (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTOaQC�E�DIQSON -1/2" MIN. INTO (WOOD STRUCTURE = 1=MLN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. WEEPHOLES: W1 = 1-7/8" X 5/16" WEEP HOLES AT 6" FROM EACH END WITH PVC BAFFLE W2 = 1" X 7/16" WEEP HOLES AT 6" FROM EACH END FL #21835 TYPICAL ANCHORS SEE ELEVS. FOR SPACING Sealed Q4--12-17 %0 `�1111e1rPPPP� ��:•• ��ceNss. • �® �No.7059M2 ^ A 11 X�Wafi P 00 J L% 00 0 LO U Z X W : Jw J a (n V) IN to 01 W r-% f) 00 = Z 3 tO N0 u7 J W W Q M M H 04 W Or V UOU b L .Y V drawing no. W1 7-07 sheet 2 of 6 TYPICAL W SEE FOR Sf STRU1 D BUCK TYPICAL ANCHORS 3EE ELEV. "OR SPACING 5 1/4" MAX. I SHIM )RS FOR SPACING 1/4" MAX. 1/4" MAX. SHIM '••••• � SHIMS • . a TYPICAL ANCHORS `• fSEE ELEV. FOR SPACING Lu %w °W .w • a • TYPICAL ANCHORS SEE ELEV. FOR SPACING ` AH A i e�116dd11//� � e No.70592 S 7 •� Sealed 04-12-1 A A C+F FL #21835 ''�®®R�iL;j`�` to to 00 0 0 a � = M U Z W Lu -J til of J N a 3rnM� 0 M oto = Z3J'c <no .. w laJ M 0- N n o � 0 ro '- T .•+ O X •O b V V drawing no. W1 7-07 sheet 3 of 6 1BY WOOD BUCK EDGE DIST. D a • s � Lt! ES � TYPICAL ANCHORS L�lj SEE ELEVS. FOR SPACING DOOR HEAD/JAMB TYPICAI ANCHORS JUUUK JILL d EDGE DIST: • d � e ALJ TICAL ANCHORS N SEE ELEVS. FOR SPACING DOOR HEAD/JAMB x cn FOR SPACING DOOR HEAD/JAMB DIST. _d ir_________ __________________ ____ II F.B.C. APPROVED II I j MULLION & MULLION ANCHORS 1 r,l II SEE SEPARATE APPROVAL II EDGE DIST. ---J I�----------------------------- 4....---------- — W E5 �U N TYPICAL ANCHORS N SEE ELEVS. FOR SPACING DOOR HEA /JAMB II L TYPICAL ANCHORS e�Jll SEE ELEVS. FOR SPACING DOOR HEAD/JAMB V� W r o n Z CZ �. } W Z t0 a. •••••• •• larif O F• �• •0�ra. iU••• WO • Ni>S•i aMgGa • • � ayNp'� • WW N �• •WU. �Ii•1� • W y • JK021-' ' Q W Of f H 00 g � 00 J � u ( 0 'D � ui U z W E J F - w -� W J Q CV D 0) M � M = Z LL - Lr) m W Lei N C � INSTALLATION DETAILS WITH STRAP ANCHOR N o =_ o n 0 Sealed 04-12-1 = = o o a �da.7GsS2 ® O U D m C V ®' A �` drawing no. RkO FL #21835 �CONAL � � sheet 4 of 6� ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES -45T-501 3 DOOR FRAME HEAD/JAMB 6063-T6 - E2 ES -45T-502 1 FRAME SILL 6063-T6 - E2.1 ES -45T-004 1 ALT. FRAME SILL 6063-T6 - E3 ES -45T-503 4 LEAF STILE 6063-T6 - E4 ES -45T-011 AS REQD. CORNER KEY 6063-T6 - E5 ES -45T-019 AS REQD. STRAP ANCHOR CLIP 6063-T6 - E6 ES -45T-024 4/ LEAF GLASS STOP 6063-T6 - E7 ES -45T-025 4/ LEAF GLASS STOP COVER 6063-T6 - M1 ES -P251 -G05 AS REQD. VENT GASKET EPDM DUROMETER 70±5 SHORE A M2 - AS REQD. SINGLE FACE TAPE (1/8" X 1/4") POLYURETHANE - M3 - AS REQD. SINGLE FACE TAPE (3/16" X 3/8") POLYURETHANE - M4 80-356 2/ LITE SETTING BLOCKS AT 1/4 POINTS (DOOR) EPDM DUROMETER 80±5 SHORE A M5 0337 AS REQD. CORNER JOINT DIE CAST ALUMINUM - M14 A11990003 SIL 3 KLEMMBAND G HINGES ALUMINUM - M17 WPSA-NI 2 WEEP PAD (3/4" X 3/4" X 2" LONG) RETICULATED FOAM 3OPPI FOAM, AT WEEP HOLES M18 WA2L 2 WEEP HOLE COVER RIGID PVC - M19 #12 X 1-3/4" AS REQD. FRAME ASSEMBLY FASTENERS ST/ST PH SMS M21 #8 X 5/8" AS REQD. GLASS STOP FASTENERS, AT 12" O.C. ST/ST PH SMS M22 1673 AS REQD. 1 20 MM OFFSET POLYAMIDE I - LOCK SINGLE DOOR: SURFACE MOUNT 9 POINT LOCK SYSTEM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR LEVER TYPE HANDLE AT 38" FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING AT HEAD AND SILL AND (7) BOLTS ENGAGING AT JAMB/INACTIVE STILE FASTENED WITH (2) #8 X 3/4" FH SMS (1) 12-28 X 2" FH MACHINE SCREWS (2) 8-36 X 1/2- FH MACHINE SCREWS JAMB FACING LOCK: (6) SURFACE MOUNT METALLIC KEEPERS AT 5", 10", 24", 43", 68" AND 73" FROM BOTTOM FASTENED WITH (1) 10-32 X 5/16" FH MACHINE SCREWS (1) SURFACE MOUNT METALLIC KEEPERS AT 38" FROM BOTTOM FASTENED WITH (3) 18 X 3/4" FH SMS HINGES: SURFACE MOUNT METALLIC PIVOT HINGES BOTTOM HINGE AT 8" FROM BOTTOM TOP HINGES AT 8" AND 16" FROM TOP FASTENED TO FRAME AND LEAF WITH (2) 1/4-28 X 1/2- FH MACHINE SCREWS AND (1) METALLIC BACKING PLATE. BACKING PLATE FASTENED WITH (2) 1/4-28 X 3/8" SOCKET SET SCREWS SEALANTS: ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE— MOREHEAD SM5504 ACRYL—R SEAM SEALER. FL #21835 FA ACTIVE\ Sealed 04-12-17 i 101tilrf¢�,l � r P�.70592 W O n Z �� 3 0{.. , ar w a� �N a •a 400!0 U WN W • • • V N ti • •, ,H•i 0 a M O MIX 0 .IL WZ U • '� {i W U) T * • :i 0 (p Q .J Q Wam) f � d' M O O.is a U Z X W w J LSI Q � N Ui cn '�t to 0 OD IL Z L` o Ito L0 cn �j Q w Li V-) :2 Wj o 0 r � O Y drowing no. W1 7-07 sheet 5 of 6 1.572 W DOOR FRAME HEAD/JAMB 3. FRAME SILL LEAF STILE 1 074 — 080 x .354 .642 GLASS STOP (DOOR) 655 .209 •875 .062 -�1I GLASS STOP COVER (DOOR) 36 56 Bi 5.525 .150 .444 1.197 STRAP ANCHOR CLIP --I 1.454 4.485 ALT. FRAME SILL -.071 .244 L.787—� M22 20MM OFFSET TECATHERM®66 GF INSULBARS SCALE 1:1 MATERIAL = POLYAMIDE TENSILE STRENGTH = 13031 PSI RATE OF BURN = .752 IN./MIN. SELF IGNITION TEMP. = 793' F FLASH IGNITION TEMP. - 781'C SMOKE DENSITY = 1.63 1019RAIN• ► plelpla"amm am folmelem► ' THRESHOLD CORNERS m J � v I 1 p � o � = M V/ Z v W c J� 8 \� = J OLj f N Sealed - 2-17 ``�1111I11/i,,, GE No. 70592 "' �i '• AT E FL #21835 -- ME o .N � O H r T �• 5i a a drawing no. W 17-07 sheet 6 of 6 - V) m 1-t Ln ix� LLj H M Z 3� J • v ul w W M g tL-j Sealed - 2-17 ``�1111I11/i,,, GE No. 70592 "' �i '• AT E FL #21835 -- ME o .N � O H r T �• 5i a a drawing no. W 17-07 sheet 6 of 6 DAYLITE OPENING WIDTH: PANEL WIDTH - 5.588" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 5.813" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. I`MIES-ES=E 400 A.LUO UIQ SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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 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 BUILDING 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. POCKET JAMB ANCHORS INSTRUCTIONS: USE CHARTS AS FOLLOWS 15- MAX. , HEAD 6' MAX. HEAD CORNERS 2 I Lj CL a0 W M Lo 0 _L o o o ao a .- 0 95 3/8' DOOR FRAME FALSE MUNTIN_/ 1_1 OPTIONAL 42 1/2" D.L OPG. 48 3/16" Z PANEL WIDTH M 2 T fi" MAX. SILL CORNERS STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. . STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 5 FOR THE REINFORCING OPTION USED. SIEP 3 USING CHARTS ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. 15' MAX. A x"I' 6' TYP, HEAD ANCHORS 3' AT INTERLOCK ENDS CLUSTER OF 4 OR 6 ADDL SEE SHEET 6 PAIR FOR QUANTITY & CAPACITY 2 TRACK FRAME HEAD �j i 1111 1 13/16- II z z o U 48 3/16" PANEL WIDTH 6' TYP. SILL ANCHORS AT INTERLOCK ENDS CLUSTER OF 4 PRODUCT APPROVED as complying with the Florida Bulldins Code NOA-No. 16-0617.02 Approval Date 07/20/2017 By MiaaprProduct Gontro 2 TRACK FRAME SILL 4mv to_ 42 1/2' 2 TRACK FRAME JAMB 48 3/16" PANEL WIDTH 6' TYP. SILL ANCHORS AT INTERLOCK ENDS CLUSTER OF 4 PRODUCT APPROVED as complying with the Florida Bulldins Code NOA-No. 16-0617.02 Approval Date 07/20/2017 By MiaaprProduct Gontro 2 TRACK FRAME SILL 4mv to_ a' N _j�I � M ro n o to J 8 z -I Lj o En tc) O`tea' M co o ?3� o 4-L0 I in�Q _j w 41 r-) g W i Pi W cc a .��V��_ A���ii m o ��.. � .. i r..� 'i N G �. I oo G 2 � � ` �t O U V i ATE OF •dq�� drawing no. W16-73 ��trttI1111►��� sheet 1 of 21 P• N • r 2•0b U o v 0 O� a �+ tp O 0.ra� • WE� ii N 2 0 N ag=u LL zN= Q ut mm a' N _j�I � M ro n o to J 8 z -I Lj o En tc) O`tea' M co o ?3� o 4-L0 I in�Q _j w 41 r-) g W i Pi W cc a .��V��_ A���ii m o ��.. � .. i r..� 'i N G �. I oo G 2 � � ` �t O U V i ATE OF •dq�� drawing no. W16-73 ��trttI1111►��� sheet 1 of 21 m K U V) mW Q aZ U POCKET JAMB ANCHORS s a r HEAD ANCHORS 15" MAX. 6" AT INTERLOCK/ASTRAGAL ENDS HEAD TYP. CLUSTER OF 4 OR 6 LADOL SEE SHEET 6 co FOR QUANT) Y & CAPACITY 6" MAX, » R HEAD » _ CORNERS E "I z SILL ANCHORS 6.51 M MAX. 0 ER 15" MAX. 6" AT INTERLOCK/ASTRAGAL ENDS CORNERS SILL TYP. CLUSTER OF 4 TYPICAL ELEVATION oxx-xxo 3 TRACK FRAME HEAD Tr 3 TRACK FRAME JAMB 3 TRACK ? FRAME SILL L U a N ` CD dG W" i 5 .'i dl N O 'in p .N fit, m r —r- O !6 . PRODUCT APPROVED as com lying with the Florida Building Code NIOA-NO. 16-0617.02 - = d s j Approval Date 07/20/2017 = •�- I OF ���� drawing no. Miam a ro uc on o � �� IYAL W1 6-73 sheet 3_ of 2, 15' MAX. HEAD 00 � z 6' MAX. U HEAD CORNERS U3 i mW =a za 0 0 POCKET JAMB ANCHORS 6' HEAD ANCHORS Ty -P. AT INTERLOCK/ASTRAGAL ENDS 3' CLUSTER OF 4 OR 6 AODL SEE SHEET 6 PAIR FOR QUANTITY & CAPACITY T6 t tD SILL ANCHORS 6 SILL" 1g" 6- AT INTERLOCK/ASTRAGAL ENDS CORNERS SILL NP. CLUSTER OF 4 TYPICAL ELEV Tl oxxx-xxxo PRODUCT APPROVED ascomp= with the Florida Building Code NOA-No. 16-0617.02 Approval (Date 07/2012017 By Mi2-nrj---07Proctuct contro • IK M cc .+i• 3V a 4 TRACK • FRAME HE04 Goo O �•� U a • U3 i mW =a za 0 0 POCKET JAMB ANCHORS 6' HEAD ANCHORS Ty -P. AT INTERLOCK/ASTRAGAL ENDS 3' CLUSTER OF 4 OR 6 AODL SEE SHEET 6 PAIR FOR QUANTITY & CAPACITY T6 t tD SILL ANCHORS 6 SILL" 1g" 6- AT INTERLOCK/ASTRAGAL ENDS CORNERS SILL NP. CLUSTER OF 4 TYPICAL ELEV Tl oxxx-xxxo PRODUCT APPROVED ascomp= with the Florida Building Code NOA-No. 16-0617.02 Approval (Date 07/2012017 By Mi2-nrj---07Proctuct contro • IK M cc .+i• 3V a 4 TRACK • FRAME HE04 a O �•� U N • • N • • O>�b • O�p • Lu fd Q a 13. uj Kom ieii Z�Z m Q ..i MW M • . an to v 2 15/16' 0.� o go M MIN. n v z zz �� D U IsJ o' I-- ��Lo Ornet� r� m FD r+4� A «spLL- ttY Z o 4 TRACK FRAME JAMB Lo C, 0 4 TRACK FRAME SILL o ua d ., ��"•' , 92 _ s, �.; V m vv v i dEOF -44- drawing no. ��®®oR<o�.�•��; W16--73 A1.sheet 4 of 22 r , I �® ®r ©® ®r DITERLOC ASTRAGWITH RENF. '.. AVERAGE PANEL WIDTH = DOOR FRAME WIDTHNUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS REQUIRED. .090" Interlayer ras{fol PVI3 By-'Kuroroy-America, Inc.' OR 090" Interlayer SentryGlas By 'Kuroray America, Inc.' OR 090" Interlayer Soflex Clear And Color Glass Eastman Chemical Co.' OR 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3,r16 ' HEAT STREN'$. 6L SS ..GTASS TYPE 'A' 7/16" OVERALL LAM'. GLASS NOTE: FOR SENTRYGLAS INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 SQ. FT. 11 GLAZING OFTIdNS� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM .E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM W _o E 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' OR .090' lnterlayer SentryGlos By 'Kuraray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass OEastman Chemical Co.' R 075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' 6" HEAT STREN'D, GLASS GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS NOTE: FOR SENTRYGLAS INTERLAYER AND SALEX CP INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 SQ. FT. `19 • • • z� • • • N ., • N • •P6 M Qy��•� d • • -0 c g 0 -O t E O Q W7L6 (p {L Z .: C9 W S Q 11002 3/8" AIR SPACE CONSISTING OF: SPACER 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. p RIMEf R SEALANT• SILICONE DOW CORNING 791 GE 2000 PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.02 Approval Date 07/20/2017 :a a ro uc on ro jr .70592 t 4 AKiE C' At DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES "i*INTERLOCK_& AST)EtA bL.STILES '�RITHOi7`T i2E1NF. N INTERLOCK & ASTRAGAL STILES WITH REINF. INTM EXT.(+) (-) . EXT (+) INT.(-) 30 36 42 47=1/.4_ 54 60 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 ) 78.8 78.8 52.5 52.5 70.0 70.0 - - 47.3 47.3 30 36 42 47-1/4 48 54 80 84 60.0 60.0 80.0 80.0 60.0 60.0 8D.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 59. t 59.1 78.8 78.8 52.5 52.5 70.0 70.0 - - 47.3 47.3 30 36 42 47-1/4 48 54 90 80.0 60.0 80.0 80.0 60.0 60.0 80.0 B0.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 59.1 59.1 78.8 78.8 - - 52.5 52.5 30 36 42 47-1/4 48 96 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 - - 59.1 59.1 30 36 42 47-1/4 48 102 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - - 60.0 60.0 - - 59.1 59.1 30 36 42 47-1/4 108 - - 60.0 60.0 - - 60.0 60.0 60.0 60.0 - - 60.0 60.0 r , I �® ®r ©® ®r DITERLOC ASTRAGWITH RENF. '.. AVERAGE PANEL WIDTH = DOOR FRAME WIDTHNUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC AS REQUIRED. .090" Interlayer ras{fol PVI3 By-'Kuroroy-America, Inc.' OR 090" Interlayer SentryGlas By 'Kuroray America, Inc.' OR 090" Interlayer Soflex Clear And Color Glass Eastman Chemical Co.' OR 075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3,r16 ' HEAT STREN'$. 6L SS ..GTASS TYPE 'A' 7/16" OVERALL LAM'. GLASS NOTE: FOR SENTRYGLAS INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 SQ. FT. 11 GLAZING OFTIdNS� NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM .E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ON SHEET 6 FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM W _o E 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' OR .090' lnterlayer SentryGlos By 'Kuraray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass OEastman Chemical Co.' R 075" Interloyer Saflex CP With PET Core By 'Eastman Chemical Co.' 6" HEAT STREN'D, GLASS GLASS TYPE 'Al' 1" OVERALL INSUL. LAM. GLASS NOTE: FOR SENTRYGLAS INTERLAYER AND SALEX CP INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 SQ. FT. `19 • • • z� • • • N ., • N • •P6 M Qy��•� d • • -0 c g 0 -O t E O Q W7L6 (p {L Z .: C9 W S Q 11002 3/8" AIR SPACE CONSISTING OF: SPACER 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. p RIMEf R SEALANT• SILICONE DOW CORNING 791 GE 2000 PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.02 Approval Date 07/20/2017 :a a ro uc on ro jr .70592 t 4 AKiE C' At 00 J I aO Q. M d O � D V) 0� z --� Lu 0_ 30 M M o Z3i_� o6 3Z�- o w (n t0 Q Uj M g drawing no. W16-73 sheet 5 of 23 5 • • L •••••• 'J • • • • • 00 J I aO Q. M d O � D V) 0� z --� Lu 0_ 30 M M o Z3i_� o6 3Z�- o w (n t0 Q Uj M g drawing no. W16-73 sheet 5 of 23 43iADANCHOR LOAD CAPACITY - PSF F4:" ' IdAX. SHIM 3/8" MAX. SHIM ;1 AVERAGE DOOR FRAME PANEL WIDTH HEIGHT INCHES INCHES 30 EXT (+) INT. - 36 EXT. (+) INT. - 42 --_,- -- 1 ---------- L�B2 47-1/4 47-1/4 8= { 54 80.0 60 80.0 30 80.0 36 78.3 42 80.080.0 47-1/4 84 48 80.0 54 80.0 60 68.5 30 800.0 36 80.0 42 90 47-1/4 70.5 48 54.8 54 80.0 80.0 30 80.0 80.0 36 80.0 80.0 42 96 47-1/4 76.5 48 80.0 80.0 80.0 30 80.0 80.0 80.0 36 80.0 80.0 79.3 42 102 47-1/4 53.5 48 80.0 30 80.0 36 108 42 80.0 47-1/4 80.0 43iADANCHOR LOAD CAPACITY - PSF F4:" ' IdAX. SHIM 3/8" MAX. SHIM 1/2 --MAX. SHIM ...... ...... {4rlNCHOgS§ AT MTC. ('C - S 4 ANCHORS AT YTG. S7tIB ENDS 6 ANCHORS AT MTG. gmz Ems 4 ANCHORS AT NTG. STILE SNDS 6 ANCHORS AT MTC. SIW ENDS i.EKI -(+) ) INT. - EXT. (+) INT. - EXT (+) INT. - EXT. (+} INT. - EXT. (+) INT. - 80.0 80.0 80.0 80.0 80.0 g0,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.3 80.0 80.080.0 80.0 80.0 69.6 80.0 80,0 T 80.0 80.0 68.5 80.0 800.0 78.3 80.0 60.9 80.0 80.0 70.5 80.0 54.8 73.1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76.5 80.0 80.0 80.0 80.0 80.0 80.0 76.5 80.0 80.0 80.0 68.0 66.9 59.5 80.0 80.0 79.3 80.0 68.8 80.0 53.5 71.4 80.0 130.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 71.4 80.0 80.0 80.0 80.0 63.4 80.0 80.0 80.0 80.0 62.4 80.0 80.0 71.4 80.0 55.5 74.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.1 80.0 80.0 80.0 80.0 66.9 80.0 80.0 76.5 80.0 59.5 79.3 60.0 60.0 60.0 58.5 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 50.0 60.0 60.0 60.0 60.0 50.0 56.0 60.0 60.0 60.0 60.0 55.1 60.0 60.0 60.0 6a.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.5 52.9 60.0 60.0 ANCHOR TYPE 'C' 3/8" W. simm 4 ANCHORS 6 ANCHORS AT MM. AT MTG. STHE &NDS STILE ENDS EXT. (+) EXT. (+) INT. - NT. - 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.7 80.0 65.4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 79.8 80.0 71.0 80.0 63.9 80.0 80.0 80.0 80.0 80.0 BO.0 80.0 75.7 80.0 74.5 80.0 66.2 80.0 60.0 80.0 80.0 80.0 79.8 80.0 71.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN LOAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. PRODUCT APPROVED as complying with the Florida Building Code NCAA -No. 16-0617.02 Approval Date 07/20/2017 By Mja- i�pde Product Control • .. • • • • W M t I 60 Z �'0o 1, •• • �N W 2•c�j 1 a • • .. R•r O0`'p aCq wN f'u .41 U . • ILL • • • rio G�C7• d�M o • 0 � Q • • G°���• 0 Ulm ro C9 m J o.705JZ 1 TATE OF n J I co to fl 0 0 cn Q C9 J k Z a � N jof u� y r- L Q 0l0 to Q M Z� J 0 3 2E Ld (� 3p v L7 Q tLI Uj g w to N � i drawing no. W1 6-73 sheet 6 of 23 4 a LL 4 a C c s LL c DOOR FRAME W. e V G '3 Z ' p� F a LL 4 c C C c OX (SHOWN) XO DOOR FRAME W. (XX (SHOWN) t�, r ■►r i� fl � �..��'fra1L OX -0 (SHOWN) O—XO DOOR FRAME WIDTH V � '3 Z ' p� F F F e -0 a (XX (SHOWN) t�, r ■►r i� fl � �..��'fra1L OX -0 (SHOWN) O—XO DOOR FRAME WIDTH OX—XX (SHOWN) XX—XO OX—XO XX—XX� -APPROVED CONFIGURATIONS NON—POCKETED DOORS (TWO—(2) TRACKS NOTE. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. V � '3 Z ' p� F F �: e `•Q 00,904 c i OX—XX (SHOWN) XX—XO OX—XO XX—XX� -APPROVED CONFIGURATIONS NON—POCKETED DOORS (TWO—(2) TRACKS NOTE. 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. fes.. i PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.02 _— Approval Date 07/20/2017 By miamr a rouc on o w ICE J"-TATE M2 RE • � — OF = .��` drawing no. ���� W16-73 "f///11j SII' l\ \\�\ sheet 7 of 2.1 V � '3 Z ' p� �: e `•Q 00,904 c W • : Ctuc'nti • • 0 Om:g Q O • 0 NNtY O N W�fi LL z O E R fes.. i PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.02 _— Approval Date 07/20/2017 By miamr a rouc on o w ICE J"-TATE M2 RE • � — OF = .��` drawing no. ���� W16-73 "f///11j SII' l\ \\�\ sheet 7 of 2.1 ,a Li 0 F.- 0. w O O W. I 1 I 1 ►- K F I l F ii L Li • a a pa�.l N�.pCj 0 • a F'oaK Cs i zz I zz • I CiV) I • 0 Y� • 1 d0 IL 0I . • I y PX (SHOWN) XP 1 Cj' I z z DOOR FRAME WIDTH a 2 Y U 0 i w S ii F 1 I 1 ►- K F % E L l F ii L Li PXX—XX (SHOWN) XX—XXP PXX—XO (SHOWN) OX—XXP m.ur —f%Tu 1 I 1 ►- K F % E L l F ii L PXX—XO (SHOWN) OX—XXP m.ur —f%Tu PXX—XX (SHOWN) XX—XXP PXX—XXP APPROVED CONFiGURAT_LOOO-W$ P0QKE rED DOORS TWO (2) TRACKS 1 I 1 ►- K ii F ii � i% F � i% H 4 • a a pa�.l N�.pCj 0 • a �i N •� � • 1 I • wa� � • f a � � m • 0 alp . • I y Qy��a Z 1 Cj' I z z I 0.o 0 O 0 1 Lit I Y PXX—XX (SHOWN) XX—XXP PXX—XXP APPROVED CONFiGURAT_LOOO-W$ P0QKE rED DOORS TWO (2) TRACKS EXTERIOR NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT APPROVED as comp)yIng with the Florida Building Code NOA-No. 16-0617.02 Approval Date 0712012017 By Miam a r ucon ro 17 J DOOR FRAME WIDTH 'v �• � � • 4 • a a pa�.l N�.pCj 0 • • �i N •� � • 1 I • wa� � • f a � � m • 0 alp . • I F p Qy��a Z z I z z I rn O 0 1 Lit I Y j U ao jno. o I L------ I PXX (SHOWN) XXP EXTERIOR NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT APPROVED as comp)yIng with the Florida Building Code NOA-No. 16-0617.02 Approval Date 0712012017 By Miam a r ucon ro 17 J r. m L0 to o tO 0 � o CD U� J z -� W o Of (n 30 Q' Q Z 0 3zE2o W Vi p � n lr1 ® A�4 i N qO 0 .70592 _ a 1 - • � � W O V !t ATE OF .��` drewing no. W16-73 \'/�, (sheet 8 of 22 0000•• • • • 0000•• •0000• 00.90 • • • •0000• •••••• • • • • r ZJ 'v �• � � • 4 • a a pa�.l N�.pCj 0 • • �i N •� � • �A a h • � • a � � m • alp . • Qy��a Z � J t-9 m ok Z M r. m L0 to o tO 0 � o CD U� J z -� W o Of (n 30 Q' Q Z 0 3zE2o W Vi p � n lr1 ® A�4 i N qO 0 .70592 _ a 1 - • � � W O V !t ATE OF .��` drewing no. W16-73 \'/�, (sheet 8 of 22 0000•• • • • 0000•• •0000• 00.90 • • • •0000• •••••• • • LL LL C c OXx (SHOWN) XXo XXX (SHOWN) ..c wlnru NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. S G => o- o - XXX (SHOWN) ..c wlnru NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. OXX—XXX (SHOWN) XXX—XXo APPROVED CONFIGURATl4_LS oxx—xxo XXX—XXX NON—POCKETED DOORS THREE (3 ) TRACKS PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16.0617.02 Approval Date 07/20/2017 ByMlamr a roucno —�, %%J111111t��/' 70M =_ A7E OF oz 0 S F i o- 114- �sw i►N m r • OXX—XXX (SHOWN) XXX—XXo APPROVED CONFIGURATl4_LS oxx—xxo XXX—XXX NON—POCKETED DOORS THREE (3 ) TRACKS PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16.0617.02 Approval Date 07/20/2017 ByMlamr a roucno —�, %%J111111t��/' 70M =_ A7E OF oz 0 S 49 m so . a a,a N �sw i►N m r • Capao • • �� 0:�0 �z� Q to LLzul -o JaW�!Sj w of 'Q � of 0000•• • • 0.000• 00.00 0000• 0000•• • • • t W O O WIDTH ii F i% F ii F � F • • PXXX (SHOWN) XXXP PXXX—XXO (SHOWN) OXX— XX X P WIDTH `Iy;('D- F f F � F • • PXXX—XXX (SHOWN) XXX—XXXP PXXX—XXXP li�l�,,ic� MR—Ra•Il�•� TRACKSPOCKETFI1 DOORS THREE (3) NOTE_ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PRODUCT APPROVED as comp)yIng with the Florida Building Code NOA-No. 16-0617.02 Approval Date 07/20/2017 By r- Miamia ro ue Control AH . 70592 OR JYTE 0i`.•��®�� co g o z -j w o � V)0�n 0 co O 3: J o Z LL - 10 M w Wi,�`g� W six i v 0 z drawing no. W1 6 ---73 sheet 10 of 23 �� !w M n . z m °° � r Q• • • a ! •A CL lq•� a ••� C `!p U N . . 7 M• v ur ., • 10 � 'p � C< a • . 061 �t Z •o, • 4 . a �•c za •� CD Q uz co g o z -j w o � V)0�n 0 co O 3: J o Z LL - 10 M w Wi,�`g� W six i v 0 z drawing no. W1 6 ---73 sheet 10 of 23 LL 4 U. a c c 2 L c F DOOR FRAME WIDTH OXXX (SHOWN) XXXO DOOR FRAME WIDTH H g o- i F F F o- a o- OXXX (SHOWN) XXXO DOOR FRAME WIDTH XXXX (SHOWN) NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. nnnR FRAME YAGTH H g o- XXXX (SHOWN) NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. nnnR FRAME YAGTH XXXX—XXXO (SHOWN) OXXX—XXXX OXXX—XxXO XXXX-xxxx NON—POCKETED DOORS FOU• TRACKS PRODUCT APPROVED as comp ing with the Florida Building ode MOA -No. 16-0617.02 Approval Date 07/20/2017 By Miam a Procluct Control ... � S�c ��'�CE►d 70O ATE OF ORtDA. •' �D`�� ,�®®d�1AL 03 to v 00 M cn o v Z -J w o � N � to zi 3: � oC) ma"""'' z� 0 0 J I (n `Q v Q W L L0 R R Ui W N f ad' � r • ooQ DS. v 1 drawing no. W16--73 sheet 11 of 23 0000•• • • • • 0000•• •0000• • • 0 0000• • • • 0000• 0000•• • • . • • • • • •0000• • • . H g i XXXX—XXXO (SHOWN) OXXX—XXXX OXXX—XxXO XXXX-xxxx NON—POCKETED DOORS FOU• TRACKS PRODUCT APPROVED as comp ing with the Florida Building ode MOA -No. 16-0617.02 Approval Date 07/20/2017 By Miam a Procluct Control ... � S�c ��'�CE►d 70O ATE OF ORtDA. •' �D`�� ,�®®d�1AL 03 to v 00 M cn o v Z -J w o � N � to zi 3: � oC) ma"""'' z� 0 0 J I (n `Q v Q W L L0 R R Ui W N f ad' � r • ooQ DS. v 1 drawing no. W16--73 sheet 11 of 23 0000•• • • • • 0000•• •0000• • • 0 0000• • • • 0000• 0000•• • • . • • • • • •0000• • • . t L I¢ la Ioo Izz I t; En lYis dao PXXXX (SHOWN) XXXXP NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. PXXXX-XXXO (SHOWN) OXXX-XXXXP POCKETED DOO• TRACKS PRODUCT APPROVED as comprying with the Florida Building Gode NOA-No. 16-0617.02 Approval Date 07/20/2017 By Mia a ro uc on ro ��•'• �,1GEPdSF • ® �i .705 TE OF �• LOit10R'.•��®�� 0 M I co Z • no T'o �W U O • • Z C b< V4 z z Er N• •WM LLQ be K0 • Q Wz 9 Ifh o0 0 O O U% v CD -J W a N 3 (1) 0�co 0 Z3� �o 0 3z`L o Vi L0� <„ ,n a w L►J r) M rw- it 3 U 2 m o N r drawing no. W16-73 sheet 12 of 23 F F F F nF PXXXX-XXXO (SHOWN) OXXX-XXXXP POCKETED DOO• TRACKS PRODUCT APPROVED as comprying with the Florida Building Gode NOA-No. 16-0617.02 Approval Date 07/20/2017 By Mia a ro uc on ro ��•'• �,1GEPdSF • ® �i .705 TE OF �• LOit10R'.•��®�� 0 M I co Z • no T'o �W U O • • Z C b< V4 z z Er N• •WM LLQ be K0 • Q Wz 9 Ifh o0 0 O O U% v CD -J W a N 3 (1) 0�co 0 Z3� �o 0 3z`L o Vi L0� <„ ,n a w L►J r) M rw- it 3 U 2 m o N r drawing no. W16-73 sheet 12 of 23 i w O O 0 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. WI PXXXX—XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP -• KaLQ DOORS FOUR (4) TRACKS PRODUCT APPROVED as comp)yin with the Florida Bullding Code NOA-No. 16.0617.02 Approval Date 07/20/2017 By Mlar�i i=u ,ade product Gontro w M n I cc 3 Z c m q N t • g F F o- o- o- Ll •• • cad ca PXXXX—XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP -• KaLQ DOORS FOUR (4) TRACKS PRODUCT APPROVED as comp)yin with the Florida Bullding Code NOA-No. 16.0617.02 Approval Date 07/20/2017 By Mlar�i i=u ,ade product Gontro .-. m � m ui 4 O O .. in m z J W o � � u) � `f 0 C7.1 10 M 00 M 0 _ m � � Z LL o I vi u � a w Lf l M m +� T R a Cy %1 .70592 70592 • v YJ OF =.(�� drawing no. W1 6-73 I w M n I cc 3 Z c m q N t • g a • •• • cad ca otilmr o ...... IL z ' 4 • Qy rldwalJu • tZil .-. m � m ui 4 O O .. in m z J W o � � u) � `f 0 C7.1 10 M 00 M 0 _ m � � Z LL o I vi u � a w Lf l M m +� T R a Cy %1 .70592 70592 • v YJ OF =.(�� drawing no. W1 6-73 I TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. 1BY OR 2BY WOOD SUCK L0 a 0 0 0 POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC M f'c = 5000 PSI MIN. N NOT BY ES WOW. MUST TRANSFER SHEAR LOADS TO STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV, TYPICAL ANCHORS SEE ELEV. FOR SPACING T PRODUCT APPROVED as complying with the Florida :UBuliding Code OIA-No. 16-0617.02 Approval Date 07/20/2017 BY Miami -Dade Product Control e — V) LJ M n I Z c0QQ0 • 0 �N I 4mew • • •Q C C� Q V •• Q4 N • 'O `i • • • G M- • i• Va a Q § • • 00E'a_:W . O N •• - D LL F • YI U) p SIBS ``���►n�lrlr,��� lJls=1`i I I 1 1 _ .70592 = ~ n X' I O V Y TATE OF drawing no. ° Oft%0W16--73 AL ,Jr�>sheet 14 of 23 TYPE 'C'- 1 %4" D A TEKS OR SELF DRILUNG SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — �ANCHOR-EDGE QI��'i'ANCES-� UNTO CONCRETE AND MASONRY =,,2-1 '-- MIN. (UNLESS SPECIFIED OTHERWISE) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 0-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. I BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, PRODUCT APPROVED'; as complying with the Florida Building Code - NOA-No. 16-0617.02 Approval Date 07/20/2017 By Mla a rouc on ro `1�11tllrlr,rr ID AHA,e��� • A OF �•. 1ON.. t2 � M 0 0 vs "� z J w a W 71 ui t � O�M�r O 0 Z _ w 3 '; LQ in Q _j w LJV):HW 0 a2 E5 cc 9 CID ° Or M p Y O 8 9 U drowing no. W16-73 •• METAL Lj STRUCTURES EDGE DIST. EDGE DIST. 1 13/16" 1 /8" THK. TYPICAL ANCHORS: SEE ELEV. FOR SPACING MIN. o O� MIN. —` AT HEAD TYPE 'A'- 1/4- DIA ULTRACON BY -'.EL= (FU=177 KSI, Fy_-1M KSI) j INTO WOOD STRUCTURES 2" MIN, PENETRATION INTO WOOD to 0 N THRU 1 BY BUCKS INTO CONCRETE I m M w7TMYRIC�A�LANCHORS 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. w'� cc w THRU 2BY BUCKS INTO CONCRETE \o toa N o 1-1/2- MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. �M TYPE 'B'- 1/4- DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) TYPICAL ANCHORS I r --------------DIRECTLY INTO CONCRETE SEE ELEV. . I MIAMI -DARE COUNTY APPR'D MULLION I 2" MIN, EMBED INTO CONCRETE, 1-1/2- MIN. EDGE DIST. FOR SPACING FOR SPACING I I it SEE SEPARATE NOA I I II TYPE 'C'- 1/4" DIA S OR SELF DRILLING SCREWS (GRADE 5 CRS) I INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR f INTO METAL STRUCTURES I (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE f 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 ANCHORS SEE 'TE_E3' =�4° � ❑IA QL1E CON BY 'ELCO (Fu=177 KSI, Fy=155 KSI) i FOR SPACING DIRECTLY INTO CONCRETE EMBED INTO CONCRETE 1-3/4" MIN. . — . — . — . - — , - — . — . — .—� AT" IAMBS' — - — • — — — :-TYPE 'A' 1 A" DIA. ULMACON BY 'EIJQ (Fu=177 KSI, Fy=155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. EMBED INTO FILLED BLOCKS TYPE '8'- 114° DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 2' MIN. EMBED INTO CONCRETE 2" MIN, EMBED INTO GROUT FILLED BLOCKS TYPE 'C'- 1 %4" D A TEKS OR SELF DRILUNG SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — �ANCHOR-EDGE QI��'i'ANCES-� UNTO CONCRETE AND MASONRY =,,2-1 '-- MIN. (UNLESS SPECIFIED OTHERWISE) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. 0-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. I BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, PRODUCT APPROVED'; as complying with the Florida Building Code - NOA-No. 16-0617.02 Approval Date 07/20/2017 By Mla a rouc on ro `1�11tllrlr,rr ID AHA,e��� • A OF �•. 1ON.. t2 � M 0 0 vs "� z J w a W 71 ui t � O�M�r O 0 Z _ w 3 '; LQ in Q _j w LJV):HW 0 a2 E5 cc 9 CID ° Or M p Y O 8 9 U drowing no. W16-73 •• 0 TYPICAL ANCHORS .q SEE ELEV.. FOR SPACING. .a y W Q' U O p'� U O M77 77:7• a 1/2" MAX. LOAD BEARING SHIMS TYPICAL ANCHORS , •a SEE ELEV. FOR SPACING ' n P2 '• P ' a .. •a W , Li Q •. U d- 1/2' -1/2" MAX. LOAD BEARING SHIMS 0 EXT. 0 REINF. AS READ. 11 101 TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. AAD BEAKY SHIMS PRODUCT APPROVED as com ilding Code p)ying with the Florida %A -No. 16-0617.02 Approval Date 07/20/2017 By Miami=��Product Control C O J \-M%, , lllllfl���'l Ul�i`i I I I �N . A i N a o. 7OM2 S_ ~ -V 9 U CS. STATE OF drawing no. P40FOOP' RR e. �.. ell�®®�Ajt1��� sheet 16 of 22 W 1 Z TYPICAL ANCHORS 0 -j SEE ELEV. FOR SPACING , M, j� W • • • • • • 2C11• �. N W • • 0. • 000• Q 06 6 ' • 00000 , 0.1 • • 6 00.00 •• 0660.• 0A64 it .� . C}••� u� 60666. . 4. rn 06066. . iL o � « • O V W 01 4! EXT a O Lu 3 n an ? 1/2- MAX. LOAD BEARING J � to SHIMS Of O M to CL O v Z -3 W a Of F- C14 � V) O Z J 0 i M PRODUCT APPROVED as com ilding Code p)ying with the Florida %A -No. 16-0617.02 Approval Date 07/20/2017 By Miami=��Product Control C O J \-M%, , lllllfl���'l Ul�i`i I I I �N . A i N a o. 7OM2 S_ ~ -V 9 U CS. STATE OF drawing no. P40FOOP' RR e. �.. ell�®®�Ajt1��� sheet 16 of 22 HOOK STRIP ANCHORS HOOK STRIP ANCHORS: SEE ELEV. FOR SPACING J Z4" DIA, ULTRACON BY ' ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS #14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD A14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. ppa liftW ` uj n I co O IL N ' • N wy- y Ncy • ••�••• a O m M d • • •••••• • & lox 'O 4 .4 0,' 0 0 Q J else W 0m1 R R �.00 J uI 1 00 0 'O o tr) <n �. 8, Z -J w a � Cn N n 3::p0�LO M co 0 Z 90 0 3Z LL - Li I� L0 IW N N_ C O TO BE REVIEWED BY AHJ 1 1021Z PRODUCT APPROVED as complyin with the Florida Building Code NOA-No. 16-0617.02 Approval Date 07/20/2017 By f" — mis a ro uc on ro ro r 10 II O C o a drawing no. W16-73 of TYPICAL ANCHORS SEE ELEVS. FOR SPACING a;CONCRETE• EDGE 3:' 5/8. „: 3 KSI MIN. DIST. MIN. F: e EDGE MIN. TYPICAL ANCHORS SEE ELEVS_ FOR SPACING WOOD 0 a 3 a-0 7: z � co m 0w o w of ,o L, TYPICAL ANCHORS cc ca m. 1BY OR 2BY Y � METAL WOOD BUCK CO (SEE NOTE SHEET 1) z 1/8" THK. • EDGE • IST. 3 5/8" , (SEE SHEET 15) a- t>a �Q C 3 5/8" • Mi o x: • �DIST.MlN. d- 3 5/8" ' •• I • • • Mf Q� p0 a I I d- X NC M 4•lu•7 5 • 'I4 z 0 : o 2 • i 0 t7 co Q Q W CM! S N •• �10 • $ z ro �F EIA w m N O TYPICAL ANCHORS o w 'A m N SEE ELEVS. FOR SPACING SEE ELEVS. TYPICAL ANCHORS SEE ELEVS. FOR SPACING a;CONCRETE• EDGE 3:' 5/8. „: 3 KSI MIN. DIST. MIN. F: e EDGE MIN. TYPICAL ANCHORS SEE ELEVS_ FOR SPACING WOOD 0 a 3 a-0 7: z � co m 0w o w of ,o L, TYPICAL ANCHORS cc ca m. TYPICAL ANCHORS SEE ELEV_ FOR SPACING SHIMS 1/2" MAX_ LOAD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. )AD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. IAD BEARING SHIMS N w ro n Y � METAL I m CO STRUCTURES 1/8" THK. OC 0 0 8 • • (SEE SHEET 15) �Q C 3 5/8" • c. n N N : • �DIST.MlN. EDGE . IST. 3 5/8" ' •• I • • • Mf Q� p0 a 10 d- X NC M 4•lu•7 5 • 'I4 z 0 : o 2 • • • t7 co Q Q W CM! S N •• �10 • $ z ro N� b m N TYPICAL ANCHORS o Lu SEE ELEVS. W F C3� Lu FOR SPACING TYPICAL ANCHORS �� N EXT.41 _ W o SEE ELEVS- EXT. _ r --=--------- -- —�- rM FOR SPACING I -DADE COUNTY APPR D MULLION I I I SEE EPARATE NOA I I N (SEE SHEET 15) i I II II (L- -JI TYPICAL ANCHORS SEE ELEV_ FOR SPACING SHIMS 1/2" MAX_ LOAD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. )AD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8" MAX. IAD BEARING SHIMS t2 d �C 0 o a z �LDw `n Ri (n to 0 C3,ro a PO M C) Z�Jm 3zti o w p u a W Lal L0 N w ro n Y � I m CO OC 0 0 8 • • Q yt ! N �Q C a 00 ro2 • c. n N N : • • • K0. Q.gcl • •• sn Raw t» 8, a • • N Q� p0 a 10 •• X NC M 4•lu•7 5 • 'I4 z 0 : o 2 • • • t7 co Q Q W CM! S N •• �10 • t2 d �C 0 o a z �LDw `n Ri (n to 0 C3,ro a PO M C) Z�Jm 3zti o w p u a W Lal L0 . Y � E3A" a 00 ro2 w 2 N N 0 g a U N w W F C3� EXT.41 _ W o oN i " ! ' EXT. EXT. N 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) PRODUCT APPROVED N n as complying with the Florida Building Code No. 7Q5g2 o 0 NOA-No, 16-0617.02 •� L m v v Approval Date 07/20/2017-0' � s714 : ONl drawing no. 3 TRACK FRAMES W1 6-73 ANCHOR LOCATIONS Miam - aro ucControl // '�\� sheet j8 of 23 1BY OR 2BY WOOD BUCK (SEE NOTE SHEET 1) JCC LLCYJ. FOR SPACING wz rz lUI u u u TYPICAL ANCHORS SEE ELEVS. FOR SPACING L1 Z L55 3 '5 - - j• METAL M STRUCTURES 1/8" THK 411ft I I (SEE SHEET 15) 10 EDGE DIST. 3 5/8- �' z Z - A D M uj �• O • = z "MTYPICnAL�,ANCHORS ti m m � "' . FOR SPACING °u w r • ' �v • ------------- ---- ___—� _ _�===—I�1 `____________ I L0 �� �i o • . I MIAMI—DADE COUNTY APPR'D MULLION I • m • i SEE SEPARATE NOA 11 • (SEE SHEEP 15) T I •a _z to - Z M y =_-- 1 •- ul TYPICAL ANCHORS v=r J SEE ELEVS. coUJ fl) FOR SPACING �O N OO to ^ � o TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. SEE ELEV. U FOR SPACING FOR SPACING FOR SPACING FOR SPACING z J LLJ 1/2` MAX. 1/2- MAX. 3/8- MAX. N V? [ i N LOAD BEARING �{ `t SHIMS LOA SIBEARING LOA SHI SRING ¢ -t n an M . rLIL urml WO00 STRU TORE V d t�L g E3B a � fD = W Z IC Z 0 Z aI O N N N O U IL TYPICAL ANCHORS w w w SEE ELEVS.o ° a w c o FOR SPACING w w 0 E29 EXT. EXT. EXT. CD > 1/2" MAX. 1 BY OR 2BY `��\��® LOAD BEARING WOOD BUCK �v •.;� -. ,. SHIMS (SEE NOTE SHEET 1) ` ��• JNSF ® �� N °" a -------- - - PRODUCT APPROVED . ;'4 " as complying with the Florida _ .70 2 '. •, • f Building Code x • yq'': • . q ..CONCRETE NOA-Mo. 16-0617.02 EDGE 5••7/16"-M.IN` °' ~ 'd 3 KSI MIN. • � DIST. Approval Date 07/20/2017 F ` drawing no. •. 4 TRACK FRAMES By --, ,� • °�•'� ®�� W16-73 ANCHOR LOCATIONS mlam a Product Control ///�® ���� sheet 19 of 2: ��rlllltil ITEM # PART # REQD. DESCRIPTION MA'T'ERIAL MANF./SUPPLIER/REMARKS E1 ES-EL400-001 1 FRAME HEAD (2 TRACK) 6063-T6 EIA ES-EL400-201 AS REQD. FRAME HEAD (3 TRACK) 6063-T6 - E1 B ES-EL400-205 AS REQD. FRAME HEAD (4 TRACK) 6063-T6 - E2 ES-EL400-002 1 FRAME SILL (2 TRACK) 6063-T6 E2A ES-EL400-202 AS REQD, FRAME SILL (3 TRACK) 6063-76 E28 ES-EL400-206 AS REQD. FRAME SILL (4 TRACK) 6063-T6 - E3 ES-EL400-003 2 FRAME JAMB (2 TRACK) 6063-T6 - E3A ES-EL400-203 AS REQD. FRAME JAMB (3 TRACK) 6063-T6 - E36 ES-EL400-207 AS REQD. FRAME JAMB (4 TRACK) 6063-T6 - E4 ES-EL400-004 l/ PANEL TOP RAIL (INSUL LAM. GLASS) 6063-76 E5 ES-EL400-005 l/ PANEL BOTTOM RAIL (INSUL LAM. GLASS) 6063-T6 - E6 ES-EL400-006 AS REQD. JAMB STILE (INSUL. LAM. GLASS) 6063-T6 - E7 ES-EL400-007 AS REQD. INTERLOCK STILE (INSUL LAM. GLASS) 6063--T6 E8 £S-EL400-009 1/ PANEL TOP RAIL (LAM. GLASS) 6063-T6 - E9 ES-EL400-010 1/ PANEL BOTTOM RAIL (LAM. GLASS) 6063-T6 - E10 ES-EL400-011 AS REQD. JAMB STILE (LAM. GLASS) 6063-T6 - Ell ES-EL400-012 AS REQD. INTERLOCK STILE (LAM. GLASS) 6063-T6 - E12 ES-EL400-013 AS REQD. ASTRAGAL STILE (LAM. GLASS) 6083-T6 - E12A ES-EL400-008 AS REQD. ASTRAGAL STILE (INSUL LAM. GLASS) 6063-T6 - E13 ES-EL400-014 AS REQD. JAMB COVER 6063-T5 - E14 ES-EL400-015 AS REQD. POCKET JAMB 6063-T6 - E15 E5-EL400-016 AS REQD. SILL TRACK GD63-T6 - E16 ES-EL400-017 AS REQD. HEAD COVER 6063-T5 E17 ES--EL400-918 AS REQD. SILL RISER 6W -T6 - E18 ES-EL400-020 AS REQD. FIXED PANEL BOTTOM GUIDE 6063-T6 - E19 ES-EL400-021 AS REQD. INTERLOCK REINFORCEMENT 6005-T5 - E26 ES -6011 AS REQD, SCREW COVER 6063-T6 - M1 ES-EL400-GOI 4/ PANEL GLAZING GASKET (LAM. GLASS) SILICONE DUROMETER 70#3 SNORE A M2 ES-EL400-G02 4/ PANEL GLAZING GASKET (INSUL. LAM. GLASS) SILICONE DUROMETER 70*3 SHORE A M3 ES2020--GO4 AS REQD. INTERLOCK BUMPER PVC DUROMETER 60t5 SHORE D M4 W33271W AS REQD. PILE W'STRIPPING (INTERLOCK) WOOL - M5 W33181NK AS REQD. PILE W'STRIPPING WOOL - M6 PS01-0014 AS REQD. DOOR HANDLE DIE CAST ALUM TWO POINT HANDLE M7 PS01-1015 AS REQD. STRIKE FOR MORTISE LOCK ST. STEEL - M8 PS01-1036 AS REQD. MORTISE 2 POINT LOCK ST. STEEL M9 R34/3-01 -A 2/ PANEL ROLLER ASSEMBLY M10 6844.1 AS REQD. BUMPER ALUM/NYLON M11 ES-EL400-FPI SL AS REQD. FIX. PANEL CUP ST. STEEL - M12 #8 X 3/4" AS REQD. KEEPER FASTENERS ST. STEEL P.H. SMS M13 M14 M15 f10 X 1-1/4" #12 X 1-1/2" #6 X 3/8" AS REQD. AS REQD. AS REQD. PANEL ASSEMBLY FASTENERS FRAME ASSEMBLY FASTENERS FIX. PANEL CUP FASTENERS ST, STEEL ST. STEEL ST. STEEL P.H. SMS P.H. SMS P.H. SMS M16 J8 X 1/2- AS REQD, FIX. PANEL CUP FASTENERS ST. STEEL F.H. SMS M18 #10 X 1/2" AS REQD. ROLLER FASTENERS ST. STEEL P.H. SMS Mfg #10 X 1" AS REQD. LOCK INSTALLATION FASTENERS ST. STEEL F.H. SMS M20 #8 X 1/2' AS REQD. HANDLE INSTALLATION FASTENERS ST. STEEL f.H. SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. i LOCK: SURFACE MOUNT METALLIC HANDLE AT 44" FROM BOTTOM FASTENED TO LOCK STILEWITH (2) #B X 1/2" FH SMS M2 SURFACE MOUNT METALLIC 3 PLY DUAL HOOK LOCK 44" FROM BOTTOM FASTENED TO LOCK STILE Wn (2) #10 X 1" FH SMS SURFACE MOUNT METALLIC KEEPER AT 44" FROM BOTTOM FASTENED TO FRAME JAMB ND ASTRAGAL STILE WITH (3) #8 X 3/4" PH SMS 12 PRODUCT APPROVED as comps'ing with the Florida N Building Code r _ NOA-No. 16-0617.02 Approval Date 07/20/2017 1 OF By ' Mia a o ue �ro �i� ° • •. OR1Q�;••'�®`�� • 7 In o Z LLI o � N Lo PVr')) o Lo J Q O M I (� w Lj r7 - v, ai 0 I en IDcr N .� io v AT $ V drawing no. W16-73 sheet 20 of 22 0.00.0 • • • 0.00.0 00.00 0.000• • 0000.• •0000• 4.575 .062 --� .743 1.j51 FRAME HEAD (2 TRACK) FRAME SILL (2 1.380 4.585 L072 062 3.715 I 5. )0 5.686 .0rK 62 1.151 -n-Ti--. FRAME HEAD (3 TRACK) ?5 1 7 FRAME SILL (3 E3 E3A E38 FRAME JAMB (2 TRACK) FRAME JAMB (3 TRACK)FRAME JAMB (4 TRACK) —41--.062 -.062 1.7145 1.732 .433 .178 I i Imo-- 2.750 El 4) POCKET JAMB 35 n 7.496 070 51 FRAME HEAD (4 TRACK) FRAME SILL (4 TRACK) PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.02 Approval Date 07/20/2017 s„ Mi i ro uc on ro m !r2 ml M 0 10 0 in �n 0 z --1 w Of C)��� p M m 0 �Z``o w L.f� 0 A i NO. 7f 92 1S,.sa 7fY�^ff o u t ® OF���� drawing no. Mo ��� W1 6-73 ... iIt0 sheet 21 of 23 Li M r I 0 to Oti 0. • •QQQ Q • • • N •••••• µµtt • 4 C r • . • • ••••• t� Q ui .i • • •.••. rc $ ••••.•! N C�• ' ' z ••••••: .: �tzuo�i�F m !r2 ml M 0 10 0 in �n 0 z --1 w Of C)��� p M m 0 �Z``o w L.f� 0 A i NO. 7f 92 1S,.sa 7fY�^ff o u t ® OF���� drawing no. Mo ��� W1 6-73 ... iIt0 sheet 21 of 23 2.686 1.340 7.811 2.686 .062 L --ai .866 (- PANEL TOP RAIL .866 993.062 H-- 1 2.118 --1 1.340 F - PANEL BOTTM RAIL (LAM. GLASS) 1.490 1.340 1 1 PANEL JAMB STELE (LAM. GLASS) 1.340 1.798 INTERLOCK STILE (LAM. GLASS) .500 2.551 1.747 062 �iF�- SILL RISER 1.340 ).811 .062 PANEL TOP RAIL (INSUL LAM. GLASS) 2.993 2.118 PANEL BOTTM RAIL 'INSUL LAM. GLASS) -2,926- F l .062 A--- 2.051---1 PANEL JAMB STILE (INSUL LAM. GLASS) 2.750 r.115 1.3401 1 .062 11 1.198 l -1.622-0. INTERLOCK STILE (INSUL LAM. GLASS 1 ASTRAGAL STILE ASTRAGAL STILE E 22 (LAM. GLASS) 1 (INSUL. LAM. GLASS) j�-1.732 1 040 1.350 125 T .711 929 E16 HEAD COVER E19 INTERLOCK STIFFENER .243-�{ ,7 863 r .050 1.791 441 .067 -.� E18 8 FIX. PANEL BOTTOM GUIDE E13 JAMB COVER .71 t .287-�{ � I .512 ..040 711 275 J �� TRACK INSERT I �E26� SCREW COVER 970 .929 .052 L.480 w M1 GLAZING GAKET LAM. GLASS 1.340 .972 .062 1.075 M2 GLAZING GASKET INSUL. LAM, GLASS MATERIAL = SILICONE HARDNESS - 70±3 TENSILE STRENGTH = 1139 PSI ELONGATION AT BREAK - 235% TEAR STRENGTH = 107 Lb/IN BRITTLENESS TEMPERATURE = -4V F COMPRESSION SET = 12.5% (22h021ZF) PRODUCT APPROVED as complying with the Florida Building Code NOA-No. 16-0617.02 Approval Date 07/20/2017 By Migm-i-DaUe Product control m L0 L0 u I 00 o� � D C? � It z -i W 0 C7 L p oo 0 Z3�� J Z O N �L w Lil V1 �` ��:•' IGEN$ /moi iCY •.c' 9 x 6" • OF �/� drawing no. W1 6-73 ,'����i®r. ��►��`' sheet 22 of 23 Lam/ M14 FRAME TOP CORNER 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL. FASTED 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL. FASTENERS FRAME BOTTOM CORNER_ 2 TRACK FRAMES (SHOWN) 3 TRACK FRAMES (SIMILAR) WITH (1) ADDL FASTENER 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS M14 • N W M n I !O b P C M �V�lr1• boas of H • MM M • • u C ,LZ� �•� wow+ =� m PANEL TOP/BOTTOM CORNER LAM. GLASS RAIL & STILE (SHOWN) INSUL. LAM. GLASS RAIL & STILE (SIMILAR) PRODUCT APPROVED as comp)ying with the Florida Building Code NOA-No. 16-0617.02 Approval Date 07/20/2017 By Mia t -E) Procluct Control `\\\��li'®0.00.-•7d�,�//� �o �- uCEN''. a .� M s No. 92 F r��` drawing no. W16It. Al -73 0000.. 0000•• •6•••• • 0 09.06 • 0000• • • 000.60' • •6••6• • 0 • 6" MAX. HEAD/SILL CORNERS 48" 48- JDOW WIDTH WINDOW WIDTH 44 7/8" 44 7/8" D.L. OPG. D.L. OPG. 12" 12" MAX. 6" MAX. A MAXrs HEAD HEAD/SILL g SILLCORNERS I I I I I ES=EL150___) FIXED ALUMINUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 48" WINDOW WIDTH 44 7/8" D.L. OPG. 12- 6' MAX. MAX. HEAD/SILL 7 HEAD CORNERS SILL W a O N o rn H II II �I I� II II II II II II II II II II !I II II II 11 II C II II II II II II C II II II II II II IIII II II I1 II II II 5 II II II 11 II !I II fl II II 6 II II II 11 II II II II II II �E II II II II II II = wII 2 a0 /. I �/ I = h O 0)o o rn o rn p II —II -- 3 II II II II II II 3 II 1! II II II II II II II II fl I I II II T�� !I Il _ II IE I I II r II II II II II II II u 9 m z 9¢ cn z B FALSE MUNTINS B (SURFACE APPLIED) / 4m 6 4O MAY BE USED U `O v =TYPICAL ELEVATION TYPICAL ELEVATION FLANGE_FRAMES) FLANGE FRAMES WITH FLUSH ADAPTER ES=EL150___) FIXED ALUMINUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 48" WINDOW WIDTH 44 7/8" D.L. OPG. 12- 6' MAX. MAX. HEAD/SILL 7 HEAD CORNERS SILL W a O N o rn H TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER m z ' � 'DO U DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT — 3.125" D.L.O. WIDTH = WINDOW WIDTH — 3.125" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. r"Dix r REVMD u Q90PI)ing wltk the Rlorwil lsolding Cndr Aore umc. Ivo J 7- It It.) Z Eiplr�atiae ate p Z Z GEN8F • is z .70592 OF Ile 0 V W o t` I m Z r Q IL Q � . im • �� 0 M d''4�� • °�ttar • • W Z a LU o 1 toZp1•� • Q W ICD 2 • • J h N 0 M o Z_ v g J uj t+- p � � aio z :i 3zll-� J _ M W O .� � ui Q LLJ W M 11 �o 0 � •j a drawing no. W16-70 sheet 1 of �I I� II II II II II II II II II II !I II II II If II II II II II II II II II II II IIII II II I1 II II II II !I II fl II II TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER m z ' � 'DO U DAYLITE OPENINGS: D.L.O. HEIGHT = WINDOW HEIGHT — 3.125" D.L.O. WIDTH = WINDOW WIDTH — 3.125" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. r"Dix r REVMD u Q90PI)ing wltk the Rlorwil lsolding Cndr Aore umc. Ivo J 7- It It.) Z Eiplr�atiae ate p Z Z GEN8F • is z .70592 OF Ile 0 V W o t` I m Z r Q IL Q � . im • �� 0 M d''4�� • °�ttar • • W Z a LU o 1 toZp1•� • Q W ICD 2 • • J h N 0 M o Z_ v g J uj t+- p � � aio z :i 3zll-� J _ M W O .� � ui Q LLJ W M 11 �o 0 � •j a drawing no. W16-70 sheet 1 of Z N 1/8" TEMP. GLASS 5/16" AIR SPACE 1 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' R .090" Interlayer SentryGlas By 'Kuroray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 1/4" HS. GLASS SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING INSTANT GLAZE III AT 1/4 POINTS ALL SIZES GLASS TYPE 'Ai' 7/8' OVERALL INSUL. LAM. GLASS f1/8" HEAT_STREN'D. GLASS 090 % Interlayer- ' Trosifol PVB� OR 'Kuroray America, Inc.' .090" Interlayer SentryGlas By 'Kuraray America, Inc.' .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' h m _i/HEAT- STREN:D. GLASS,. to SILICONE M2 I ! DOW CORNING 795 cv I!I DOW CORNING 983 II DOW CORNING INSTANT GLAZE III E7 i� U LJ c AT 1/4 POINTS ON LITES M3 WIDER THAN 36" ONLY GLASS TYPE:A' 16" OVERALL LAM. &ZS1 � IUl AT 1/4 POINTS ON LITES M3 WIDER THAN 36" ONLY GLASS TYPE `B' 7/16" OVERALL LAM. GLASS 5/32" TEMP. GLASS ]IR M z � N C GLAZING OPTIONS Ir 0 5/16" AIR SPACE r-- 5/32" HEAT STREN'D. GLASS 090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' .090" Interlayer SentryGlas By 'Kuroray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' r-5/32" HEAT STREN'D, GLASS SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING INSTANT GLAZE 111 AT 1/4 POINTS ALL SIZES GLASS TYPE `V 7/8" OVERALL INSUL. LAM. GLASS PWIQi)C t' REVYSM W coaepiying w31h the Fill IllCude Acceptance No F.apiratiea Rete 5/16" AIR SPACE CONSISTING OF: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 J to � o v Z Jw Q fY V 0 w X 0 rn n OD C) Z J �o J 3z� W W U-) F C 0 a ��• GEId3F ••® ��i I "e i ro o � N .76592 Li OF .��` drawing b no. W1 6-70 A4; sheet 2 of 9 0000•. • • • 0000•• 0000•• 000.0 • • 0000• 0000•• • • • 00.000 • • •0000• 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB 'Kuraroy America, Inc.' OR .090" Interlayer SentryGlas By 'Kuroray America, Inc.' 0 .090" Interlayer • Saflex Cleor And Color Glass • • By 'Eastman Chemical Co.' • • OR • .075" Interlayer • Saflex CP With PET Core • 'Eastman Chemical Co.' • • 3/16" HEAT STREN'D. GLASS • • i N 0 SILICONE i: I DOW CORNING 795 • " 11 i DOW CORNING 983 • DOW CORNING INSTANT GLAZE III • � IUl AT 1/4 POINTS ON LITES M3 WIDER THAN 36" ONLY GLASS TYPE `B' 7/16" OVERALL LAM. GLASS 5/32" TEMP. GLASS ]IR M z � N C GLAZING OPTIONS Ir 0 5/16" AIR SPACE r-- 5/32" HEAT STREN'D. GLASS 090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' .090" Interlayer SentryGlas By 'Kuroray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' r-5/32" HEAT STREN'D, GLASS SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING INSTANT GLAZE 111 AT 1/4 POINTS ALL SIZES GLASS TYPE `V 7/8" OVERALL INSUL. LAM. GLASS PWIQi)C t' REVYSM W coaepiying w31h the Fill IllCude Acceptance No F.apiratiea Rete 5/16" AIR SPACE CONSISTING OF: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 J to � o v Z Jw Q fY V 0 w X 0 rn n OD C) Z J �o J 3z� W W U-) F C 0 a ��• GEId3F ••® ��i I "e i ro o � N .76592 Li OF .��` drawing b no. W1 6-70 A4; sheet 2 of 9 0000•. • • • 0000•• 0000•• 000.0 • • 0000• 0000•• • • • 00.000 • • •0000• WINDOW WIDTH DESIGN LOAD CAPACITY - PSF ._ WINDOW DIMS. GLASS TYPES B', 'Ai', `Di' GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) 1 NT.(-) EXT.(+) i NT.(-) 30" 36" 42" 102" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 72.9 80.0 80.0 60.0 64.8 30" 36" 42" 108" 80.0 80.0 60.0 _80.0 80.0 80.0 60.0 72.0 80.0 80.0 60.0 63.8 30" 36" 114" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 71.3 30" 36" 120" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 1 70.6 WINDOW WIDTH DESIGN LOAD CAPACITY -PSF ._ WINDOW DIMS. GLASS TYPES V. 'AV. 'Di' '�_'G SS _• E ( 'A' WIDTH HEIGHT EXT.(+) 1 NT.(-) , EXT.(+) 1NT.(-) 30" 36" 42" ¢g' 54" 60" 48' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 60.0 30" 36" 42" 48" 54" 60" 54" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 71.1 71.1 53.3 53.3 W. 36" 42' 48" 54" 60" 60" 80.0 80.0 60.0 1 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 64.0 64.0 48.0 48.0 30" 36" 42' Q. 54" 60" 66" 1 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1. 53.3 53.3 64.0 64.0 48.0 48.0 30" 36" 42" 48" 54" p) :72' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 54.0 64.0 { 48.0 48.0 W. 36" 42" 48" 54" 78" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 78.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 W. 36" 42" 48" 54" 84" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 76.4 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 53.3 53.3 30' 36" 42" 48" 90' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 75.0 80.0 80.0 60.0 67.1 80.0 80.0 60.0 60.0 W. 36" 42" 48" 96' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 73.8 80.0 80.0 60.0 65.8 80.0 80.0 60.0 60.0 WINDOW WIDTH DESIGN LOAD CAPACITY - PSF WINDOW WINDOW DIMS. GLASS TYPES 'B', 'Ai', 'Di' GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 26-1/2" 37" 48" 5.3-1/8- 26" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 19-1/8" 26-1/2- 37" 48" 53-1/8" 38-3/8" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 75.0 80.0 80.0 60.0 75.0 19-1/8" 26-1/2" 37" 48" 53-1/8" 50-5/8' 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 75.9 75.9 56.9 56.9 19-1/8" 26-1/2" 37" 48" 53-1/8" 58" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8" 26-1/2" 37" 48' 53-1/8' 63" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8" 26-1/2- 37' 48" 53-1/8" 78" 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 77.2 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 WINDOW WIDTH WINDOW )�wl 0OJLLjL 0 WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH z l I LzW1 I J 3 � 3 WINDOW WIDTH WINDOW WIDTH co � 3 WINDOW WIDTH WINDOW WIDTH c� 3 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. ffWDucr Rv M a9 caopiyiag with the RIor W 2 BaMiing Code 2 Acceptancello Eapiretien Date NOTE, WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE, NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). i co �r a W • k a "I o �00y C4 t WOO N • p � a vou; HOZ ., L p�., �• W f11 0• • �zj m •' i Z N �•A • �s J Z M .r . Q Ulm W cn _N H 1�IrU U U z N F a OP �� drawing no. P•'�•�®��� W16-70 � \```� sheet 3 of 101 N. C3 W a = o TYPICAL ANCHORS W SEE ELEV. Y v ■ FOR- m v r--------------------1 r-------------------� o METAL 1 I MIAMI-DADE COUNTY APPROVED I o EDOE DIST: N EDGE STRUCTURE j I MULLION & MULLION ANCHORS 1 j A .- d, a a. DIST. I I SEE SEPARATE NOA 1 I a a EDGE DIST. 1 I i 1 I EDGE DIST- l I� 30 TYPICAL ANCHORS SEE ELEV. FOR SPACING v All Qa n' o d a. EDGE DIST. Z:� I v. TYPICAL ANCHORS SEE ELEV. EDGE DIST. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING IftODUCrREVMW m aumptyieg wits ae IRllei t hmkding Aomptame Nol l2 I • 2 Expired" Dat�Z ��a� Rrctr roiuct Cel U cn M1 ° .�1BY n ^WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS• v UST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ATYPICAL ANCHORS: SEE ELEV. FOR SPACING s1 /4" DIA. TAPCON BY '(TW'(Fu=�125 KSI, Fy®100 KSI) (1 /4" DIA. ULTRACON BY 'ELCO--"!(Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) /4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8- THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DisTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. W o t` I m Z C;% g a �Op3-• u a ul � Ip-- � • LL CaoQ O a W0 4*6 • uZMA . _j 3: M z U � Jw LLJ o In N '.r. � av M 0 Z 3zLL J L V5 w W M m W C .` CSF % I ■� °' i y, a i A lip OF drawing no. Wl 6-70 11lit �� sheet 4 of 9 0000•• 0000• 00.00 0000•• n 1/4' MAX. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA I� ,I VW o I z Z I H o_ 1/4' MAX. i.' z d • 3E SHIMS a.' • 001 .o W L ANCHORS TYPICAL ANCHORS • a N �y SEE ELEV. a • .�y • PACING d v ; ` FOR SPACING • • O • LL ���iii •A • • cr V) M 1 a/4+' • afl •• • • • O ° " (Z IL tt •• 43 a • • N 1!! OJ • 2 N �_ • w of .�s • a n UA 1 BY WOOD BUCKS 4 J to 7-7 in Go 3 � o � M Z v J 1/4* MAX. Q J Ld SHIM N LO LJ 0 co co TYPICAL ANCHORS C) Z 3i-, ,D SEE ELEV. Z LL- FOR `FOR SPACING i j E�/0 M ► I vi W M m W MODDuLc{f REVW" 9s m aloft -*%- the Fwndk boding cmk Aeccfmuce No -!7-- Z LQ �aplrati�a ��' METAL Ca�1 STRUCTURE � s= PP... v° w _` u drawing no. W 16-70 sheet 5 of 9 EDGE DIST. I MIAMI—DADE COUNTY APPROVED `O METAL MULLION & MULLION ANCHORS '� m 3 ° v ° N o EDGE DIST. STRUCTURE SEE SEPARATE NOA Z M J N'* � Q e b EDGE DIST. a. 7 • 0 N .� . .. :J E5 E5 't v=i ES • • t to n A O •• °o ALT. •• y fC� •• •• �/ to f� O•N TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS • •1 pp SEE ELEV. SEE ELEV. SEE ELEV. PWDLJCrr RENISM ; Z W to FOR SPACING FOR SPACING FOR SPACING ns aomplyle4 will, the F 1 • IsrAldieR 4iuJe v 2 J • Aoceptnace Ho2. • Q w p �• � • jE,i,�,,ir��S4i1i10Ytr �4•Z�(- • . ' V 0 Cs�M J LO v LO O � M Z _3t-j _J LLJ = O ¢ � V) a o � W = 1 /4" MAX. C X 0 rn M 3 W SHIMS li d r7 Z X AY" ALT. ip Z_ W � TYPICAL ANCHORS J 3 Z o SEE ELEV. w0 FOR SPACING a I N to w W to r 4• =,v D a u, w W (7 CA D 3 4 N U TYPICAL ANCHORS ° a� 0 0 • D Z 2 SEE ELEV. FOR SPACING WINDOW WIDTH O 2 c (D o 7gp N In ALT. N ,;All G! .r G" ` q) c a Co E5 ♦ �`s o ®Y ,/ / \ Y_ \ CEillcy $ j 1 .7059 o INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS o D 04 v SEE SHEETS 4 & 5 FOR WINDOW DETAILS o . ° _ 0 9.� D 'I p ••SYA : OF drawing no. �� .. P•'�®�� W16-70 EDGE DIST. //� ®®NAL �v ���� /�/!!1111►���� sheet 6 of 9 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY E.S. WDW. 0 ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING z TYPICAL ANCHORS: SEE ELEV. FOR SPACING #10 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. 04 TP IEECAL ANCHORS SELEV. FOR SPACING 1/4- MAX. GAP 1/2' MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. J10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. WINDOW EXTERIOR INSTALLATION DETAILS WITH FIN FRAME ADAPTERS SEE SHEETS 4 & 5 FOR WINDOW DETAILS cs;-C MODVC F RFV4V-0 Qi 600piyll g Y, -. '}+k Fi6Ri�9 140k6na Cis• Awepmc-1: 0; j�glfl3ttAR Aw 00 J Lo M 3 fO z J J w Q of 0 In In x C1 LLI 3rn,� 01 - M o VD C) z3� w N v w M m H • � N �9 O U A 411 OF �(/� [;Jwing no. 01 70 ///if A%I%\\ ` sheet 7 of 9 2.917 .050 T.937 - 1.562LL 719 .062 1.187 -PI Et FRAME 040 277 L1.670 E2 FRAME SCREW COVER 2.857 �- .045 _r .500 625 k 2.780 fl FLUSH FRAME ADAPTER FLUSH FRAME ADAPTER WITH FIN 1 .633 r 6 .054 4__ �•I .202 O I .519 -j---� REQD. I^� 62255 MANF./SUPPLIER/REMARKS 050 .974 ES-EL151 E7 .202 GLAZING BEADS I x.13355 .625 062 974 �—I I� --I F_ .202 E4 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES-EL151 1 FRAME 6063-T6 - E2 ES-EL152 AS REQD. FRAME SCREW COVER 6063-T6 - E3 ES-EL109 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - E4 ES -ELM AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - E5 ES -ELI 12 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - E6 ES- ELI 15 AS REQD. FLUSH FRAME ADAPTER WITH FIN 6063-T6 - + E7 ES-EL110 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063-T6 - + M1 #8 X 1" - FRAME ASSEMBLY FASTENERS ST. STEEL PH SMS + M2 ES -5008A AS REQD. GLAZING BEAD BULB SILICONE DUROMETER 60±5 SHORE A M3 80-372A 2/ LITE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE I DUROMETER 80±5 SHORE A + M4 EL100-B01 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. GLASS) SILICONE DUROMETER 80±5 SHORE A • M5 #8 X 1" - FLUSH/nN FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS • 1 _ (21 •r Z "c°N°,� A r . �41. - C ( M7 � M Z J Q 0 N/nc u� LLJ a M Iq Z� J to 3 Z W I ui Lo 0 Lo Q _j W W M �A � OF tolll•'�•��� sheet 8 of 9 ) WELDED JOINTS Ponuc r Ev� w mmoot Aoceffusce Ne VyPI. Date GS M5 I VW O n I c0 oma 0o • iN • �• N • • • • Ir �'a C . a •• &U N M • ao0 .. . .. OV o • wm . g to C 00 M W LO O Q .M.. Z M -iL 8 Q m 0v x 0 0) U- CIO M � Z�� .- �ZLL- � j M Q (n vi r) Q w W to EN 0592 r ~ A �� drawing no. 70 9 of9D 7" MAX. HEAD/SILL CORNERS iv oo as _ ^ O 00 I() IZ lf7 IJ FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 72 15/16" FRAME WIDTH (3) ANCHORS AT MTG. STILE ENDS AT 5" O.C. 72 15/16" FRAME WIDTH 19" MAX.(3) ANCHORS 19" MAX AT MTG. STILE ENDS HEAD 7" MAX. AT 5" O.C. HEAD HEAD/SILL A 4 CORNERS _ `\ II -11---- - II .I r I r 61 �� G -- LL II it W U3 a. " N to W tD 2 N M Q 11 II III _ > � II I� ---11---- ---R----jam== -7 L N tic U CL M II II M _ ^ 0LU II II ,I ILII N Lo LOJ ---11---- II - tL 1 � / 4 MAX. to mw z 4 II II _11____ - SILL "' 0 L 32 11/16" 32 11/16" D.L. OPG. D.L. OPG. 36 9/16" (3) ANCHORS VENT WIDTH AT MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES JE E 200m HORIZONTAL ROLLING ALUMINUM WINDOW (L.M.I. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & 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. 72 15/16" FRAME WIDTH (3) ANCHORS 12" AT MTG. STILE ENDS MAX. AT 5" O.C. HEAD HEAD/SILL CORNERS 8 `\ II .I U fV II it W U3 a. " N to W tD 2 N M J d m1 _ > II II II II -7 L W N U CL II II II II -71 ----- II � M _ ^ 0LU ILII N Lo LOJ ---11---- II - tL II II II II II II _11____ - -71---- I - ,I 72 15/16" FRAME WIDTH (3) ANCHORS 12" AT MTG. STILE ENDS MAX. AT 5" O.C. HEAD HEAD/SILL CORNERS 8 `\ N mW 7 MAX. � r a 6: SILL to . 10 32 11/16" I 32 11/16" D.L. OPG. D.L. OPG. OPG. 36 9/16" (3) ANCHORS VENT WIDTH AT MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER MAXIMUM DESIG LOADRATINGT + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) _ - 65.0 PSP MTG. STILES WITHOUT REINFORCING MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF MTG. STILES WITH REINFORCING OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SQ. FT. ,YOR_ALTERNATE_SIZE_UNITS-MAX.-FRAME_ARE,k-OF_.1NINPOW g NOT-TO-EX'CEED-TESTED-FRAME AREA OF`3fi-46-S(t: - II .I U fV W U3 a. " N to W tD 2 N M J d m1 U > II II II II N mW 7 MAX. � r a 6: SILL to . 10 32 11/16" I 32 11/16" D.L. OPG. D.L. OPG. OPG. 36 9/16" (3) ANCHORS VENT WIDTH AT MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER MAXIMUM DESIG LOADRATINGT + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) _ - 65.0 PSP MTG. STILES WITHOUT REINFORCING MAXIMUM DESIGN LOAD RATING =+ 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 90.0 PSF MTG. STILES WITH REINFORCING OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SQ. FT. ,YOR_ALTERNATE_SIZE_UNITS-MAX.-FRAME_ARE,k-OF_.1NINPOW g NOT-TO-EX'CEED-TESTED-FRAME AREA OF`3fi-46-S(t: - 8 32 11/16" D.L. OPG. 36 9/16" Lv: nii`71ol1. 12" MAX. SILL 32 11/16" D.L. OPG. N M � • MM Z 30 U (3) ANCHORS AT MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED FrL-.e 12 201 as complying with the Florida Building Code Acceptance Nio2 at t " V212 F_spiation Date ®� Product ® AH ;,)ATE OF •�� ORIOP. •'' ��� )NAL Illliw\ V W 1° to to I Z n m M N Q Q�* ab (L so o U O• W IN tib} • 4.•�N • C% • 1900M a be A•CL 0 9. A.4tE ?: Q�W J � • 9W N1=t�0 • •Z M Q W M i - J u Do U) M 3 � M 0 CD M z v Jw F- 0 O 30 E p M 00 M S Z ?� J o Z L o W (n to a W wM�� 0 ro 0 N 2C.4 Ix drawing no. W16-86 sheet 1 of 11 II .I --LL II II II II II II 11 II II II II II -71 ----- II � 8 32 11/16" D.L. OPG. 36 9/16" Lv: nii`71ol1. 12" MAX. SILL 32 11/16" D.L. OPG. N M � • MM Z 30 U (3) ANCHORS AT MTG. STILE ENDS AT 5" O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. PRODUCT REVISED FrL-.e 12 201 as complying with the Florida Building Code Acceptance Nio2 at t " V212 F_spiation Date ®� Product ® AH ;,)ATE OF •�� ORIOP. •'' ��� )NAL Illliw\ V W 1° to to I Z n m M N Q Q�* ab (L so o U O• W IN tib} • 4.•�N • C% • 1900M a be A•CL 0 9. A.4tE ?: Q�W J � • 9W N1=t�0 • •Z M Q W M i - J u Do U) M 3 � M 0 CD M z v Jw F- 0 O 30 E p M 00 M S Z ?� J o Z L o W (n to a W wM�� 0 ro 0 N 2C.4 Ix drawing no. W16-86 sheet 1 of 11 (3) ANCHORS 7" MAX AT MTG. STILE ENDS A AT 5" EAD/SILL _ �( ;ORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 110" AE WIDTH /j ¢ 4 32 11/16" 32 11/16" D.L. OPG. D.L. OPG. 36 9/16" VENT WIDTH tTYPICAL� ELEVATION i FLANGE FRAMES } 19" MAX. HEAD / tr MAX.. SILL 32 11/16" D.L. OPG. 36 9/16" VENT WIDTH N C11 m W Z �0 co O U (3) ANCHORS AT MTG. STILE ENDS AT 5" O.C. 7" MAX. 110" (3) ANCHORS AT MTG. STILE ENDS AT 5" O.C. 110" FRAME WIDTH (3) ANCHORS AT MTG. STILE ENDS AT 5' O.C. 7 19" MAX. HEAD FRAME WIDTH (3) ANCHORS 6" MAX. AT MTG. STILE ENDS 12" AT 5" O.C. MAX. EAD/SILL ;ORNERS E _ � 8 U N t7 0 C� _ 2 r O o to 00 Z too 32 11/16" D.L. OPG. 36 9/16" VENT WIDTH II it _11___— —71---- II it _11____ II it 1= 00 toMAX. m w � z , m SILL m -a, mo II I ILII II II In oiI II.IL_ II I� 32 11/16" 32 11/16" J II II II II —1L—__ — ,I � FRAME WIDTH (3) ANCHORS 6" MAX. AT MTG. STILE ENDS 12" AT 5" O.C. MAX. EAD/SILL ;ORNERS E _ � 8 U N t7 0 C� _ 2 r O o to 00 Z too 32 11/16" D.L. OPG. 36 9/16" VENT WIDTH 12" 8 MAX. SILL (3) ANCHORS 32 11/16" 32 11/16" 32 11/16" AT MTG. STILE ENDS D.L. OPG. D.L. OPG. D.L. OPG. AT 5" O.C. 36 9/16" 36 9/16" VENT WIDTH VENT WIDTH TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER 0 V N w co ro I m Z 00 Ccl)�o to IA c'' If n aj QW.IL MA G. "!oat O oo�,,M aw"•w • o � U. o W rv•• tz m • OIL 0 N N o•N • ZU)024 i • Q W 01 • II it _11____ II it 30 00 toMAX. m w � z , m SILL m -a, mo 3 In oiI II.IL_ 32 11/16" 32 11/16" J — 36 9/16" J II II Il�lj II II II I� 0 J TYPICAL ELEVATION II II --11---- II II ---11---- FLANGE FRAMES WITH FLUSH ADAPTER O 0 0) � in II = 11 II II II II II II II 0 3z� o ,I i II i W W M r 12" 8 MAX. SILL (3) ANCHORS 32 11/16" 32 11/16" 32 11/16" AT MTG. STILE ENDS D.L. OPG. D.L. OPG. D.L. OPG. AT 5" O.C. 36 9/16" 36 9/16" VENT WIDTH VENT WIDTH TYPICAL ELEVATION FLANGE FRAMES WITH FIN ADAPTER 0 V N w co ro I m Z 00 Ccl)�o to IA c'' If n aj QW.IL MA G. "!oat O oo�,,M aw"•w • o � U. o W rv•• tz m • OIL 0 N N o•N • ZU)024 i • Q W 01 • N mm Q�w U g LL PRODUCTREVISED as complying with the Florida Building Code Acceptance No 1 - 0i EJtytiop Date /1022 By �� � 1l,�NSF • • ® �i a, Q 0.70592 qp ® SATE OF •��� drawing no ORION.-'* W1 6-86 //i®®NAL��\\` sheet 2 of 11 30 00 toMAX. m w � z , m SILL m -a, mo 3 In oiI 32 11/16" 32 11/16" J D.L. OPG. D.L. OPG. 36 9/16" J U w VENT WIDTH 0 J TYPICAL ELEVATION Z o _ FLANGE FRAMES WITH FLUSH ADAPTER O 0 0) � in = 010 Z 21 Jto 0 3z� o W W M r ,,MAXIM_U M—DESIGN.a LOAD._RATING— .: 6a.D_e (FOR SIZES SHOWN ABOVE OR SMALLER) z— 65.0—P$ MTG. STILES WITHOUT REINFORCING)W o D W cn so W 0 D MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF z MTG. STILES WITH REINFORCING ca 00 0 z 0 OPERATING 0 z VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SQ. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 47.36 SQ. FT. o N mm Q�w U g LL PRODUCTREVISED as complying with the Florida Building Code Acceptance No 1 - 0i EJtytiop Date /1022 By �� � 1l,�NSF • • ® �i a, Q 0.70592 qp ® SATE OF •��� drawing no ORION.-'* W1 6-86 //i®®NAL��\\` sheet 2 of 11 -1/8" HEAT STREN'I 090=Interlayer ITrosifol PVB) 8OR uraray America, Inc.' .090" Interlayer SentryGlas By 'Kuraray America, Inc.' -OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 4/8" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' F-1/4* HEAT STREN'D. GLASS 1/8" TEMP. GLASS 3/8" AIR SPACE r-1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' OR .090" Interlayer SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' -1/8" HEAT STREN'D. GLASS 1/8" TEMP. GLASS Lu SILICONE DOW CORNING 795 � oj*(HOT' w SILICNE DOW CORNING 795 o � w SILICONE DOW CORNING 795 a � w DOW CORNING 983 DOW CORNING 983 m DOW CORNING 983 0° M DOW CORNING 2400 z mDOW CORNING 2400 z DOW CORNING 2400 z 5 j (HOT MELT) N MELT) ,Nn M1 I j (HOT MELT) g N g M1 I jl Ij]FII N Nj o Eg IJ O 0E11 0 w 8 W w W w 8 M2 w M2 M3 GLASS TYPE 'Q 5/16" OVERALL LAM. GLASS NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 GLASS TYPE '2' 7/16" OVERALL LAM. GLASS GLASS TYPE '1i' 7/8" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS 5/16" & 3/8" AIR SPACE CONSISTING OF: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 5/16" AIR SPACE r-1/8" HEAT STREN'D. GLASS .090" Interlayer ; • Trosifol PVB • By 'Kuraray America, Inc.' OR .090" Interlayer • • SentryGlas By 'Kuraray America, Inc.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' -1/4" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING 2400 (HOT MELT) GLASS TYPE '2i' 7/8" OVERALL INSUL. LAM. GLASS PRODUCT REVISED as complying with the Florida Building Code Acceptaacehiot -02-21.03 E I Fati Date By Miam' e e Product Cantr F2 -B 12 A� 70592 �•, 4 -TE OF •��� RIDP. •'' ��� iuAki M 4"W d] J o 00 "O 3 I 00 M J Q O C -D M Z v J a 0 J LLJ v F- 0 b CY) M 00 =Z:rJ� O Z LL- o LJ vi L0 I Q w W M O rN W Z p U Un z 0 C) a Cr N O tC O Ir K p } CL 5 o W _ N M O CA Cr N N K drawing no. W16-86 sheet 3 of 1 11 no O �J M9 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST." i. . 's a ' d v I da a ' I EDGE DIST. 4 C G B `• ATYPICAL TYPICAL ANCHORS SEE ELEV. FOR SPACING . _ N z 3 TYPIC e Ee DNAL TO .P LATCH IONAL TO ING LATCH v N WEEPHOLES: W1 = 1-1/2' X 5/16" WEEPHOLES AT 5-1/2- FROM EACH END M9 FWOOD FOR WINDOWS WITHOUT SILL RISER LIMIT MAX. :TYPICAL ANCHORSE15 EXT.(+) LOADS TO 65.0 PSF FOR WINDOWS WITHOUT v SEE ELEV.1 BY SILL RISER LIMIT MAX. FOR SPACING BUCK JJ EXT.(+) LOADS TO 65.0 PSF EDGE DIST. PRODUCT REVISED as complying with the Florida Building Code Acceptance No t8 -DIV - C2B 12 20 OD N ON 3I 00 M mi (D J Q O f.9 � 0 Jw i 04 Z 3.NU) d_ 'o N C) 0) iA L p�M tp i Z�Jto 0 3zLL- o W Ui 0 w Lf) ro �.. ENk,...® / i w i m C7 i 0592 o a O U Y cc O O U Qj- 1 ATE OF drawing no. ��� .• ORION. •��®�; W16-86 sheet 4 of 11 O W J = W _ Uj 7 D z 3 TYPIC e Ee DNAL TO .P LATCH IONAL TO ING LATCH v N WEEPHOLES: W1 = 1-1/2' X 5/16" WEEPHOLES AT 5-1/2- FROM EACH END M9 FWOOD FOR WINDOWS WITHOUT SILL RISER LIMIT MAX. :TYPICAL ANCHORSE15 EXT.(+) LOADS TO 65.0 PSF FOR WINDOWS WITHOUT v SEE ELEV.1 BY SILL RISER LIMIT MAX. FOR SPACING BUCK JJ EXT.(+) LOADS TO 65.0 PSF EDGE DIST. PRODUCT REVISED as complying with the Florida Building Code Acceptance No t8 -DIV - C2B 12 20 OD N ON 3I 00 M mi (D J Q O f.9 � 0 Jw i 04 Z 3.NU) d_ 'o N C) 0) iA L p�M tp i Z�Jto 0 3zLL- o W Ui 0 w Lf) ro �.. ENk,...® / i w i m C7 i 0592 o a O U Y cc O O U Qj- 1 ATE OF drawing no. ��� .• ORION. •��®�; W16-86 sheet 4 of 11 WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS:,SEE ELEV. FOR SPACING (] f4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1 BYBUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIR CTLY_INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4- MIN. EMBED INTO , BLOCKS (JAMBS) 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE (INTO -CONCRETE- AND -MASONRY_=._2-1_/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. - V w W ��____________,� co ____ 1 METAL I MIAMI—DADE COUNTY APPROVED I �O STRUCTURE I I MULLION & MULLION ANCHORS I I 00 3 EDGE DIST. 11 SEE SEPARATE NOA II Z M r II01 11 EDGE II Q M zz 11 T I DIST. I I F g r II _ ________ I I • a•IL `t Q ow C4 •• •Q t U.Q v=i •••�j N �•• i \ vpWM .O M 08 TSEE CAL ANCHORS TYPICAL ANCHORS ' C�00 A ELEV. SEE ELEV. ' b •N � rr FOR SPACING FOR SPACING • 0 Z O0 n `, QwO�•� •• • N •• J t7 m a•M •• aW(In,€R J v pp D � 3 co M Q O CD � J of J w o- N V)04 �M 0 Z J (CD 3 z w o J 0Uj LO v C� WMg F w W m W =w V) r w gn o o C F N O O w U F a)oao p z =) z b ��'• � 'NSF � rn ,u v 0592 N PRODUCT REVISED a as complying with the Florida Building Code FEB 12 201 Acceptance NoZQ1•b®ST OP ��� drawing no. Ex p ti Date 22 '',`�'••!... R�o�.• '�®�. W1 6-86 M1 14 164 iam' ade Product Co ol/- - 1 '���� �i�� sheet 5 of 11 Y U D m 0 O 3 m N O O O FOR SPACING WINDOW WIDTH O 1BY WOOD BUCKS PRODUCT REVISED as complying with the Florida Building Code„ �Aw Acceptance Tfo Fxlwation Date V W to MIAMI—DADE COUNTY Do APPROVED MULLION m SEE SEPARATE NOA Z b z i N m I II OpVm I� �I ........... __- • �OC i•`1� i NY li it •QG0U �c.$ ; II o 11 • •Qdale a o �j •• •Z XZ w I I•• •`• W A LL a -- LL1 U) • •�. Z O em • j 00 TYPICAL ANCHORS • • •�• W 0�1 • SEE ELEV. FOR SPACING WINDOW WIDTH m Lo o � 3 I ao M co J � a o � M Z j 0 J w TYPICAL ANCHORS z N 'n SEE ELEV. oN O 0) r7 LO FOR SPACING 0 M 00 C) Z 3 J o Z o (oLl- ff Q J Q v 1/4� `,�J N q U') Q J o . LLJ LJ M p �v w w V lel N N N w C f vp U 0 w w w 41 C Q N U U U p N O O O Z Z Z .a V \CENSE • % 1 m Or 0592 1 2 201 9 a �® '•• • ATE OF drawing no. W1 6-86 sheet 6 of 1:1D OO REINFORCING O (E16)AS REOD. 1/4" MAX, ° 1/4" MAX. VENT WIDTH SEE ELEVS. SHIMS SHIM r. r: c TYPICAL ANCHORS M16 E4 M5 E6 E5 MI6 M8 E18 E4.1 °.' SEE ELEV. FOR SPACING TYPICAL ANCHORS a r SEE ELEV. ° FOR SPACING —__ -------- __r LJ ®i (� V) . o.° w. MIs MS MIs EXTERIOR E17 MS M17 d° METAL STRUCTURE D.L. OPG. a 1BY WOOD BUCKS WINDOW WIDTH XO LAYOUT OX OPPOSITE Y U D m 0 O 3 m N O O O FOR SPACING WINDOW WIDTH O 1BY WOOD BUCKS PRODUCT REVISED as complying with the Florida Building Code„ �Aw Acceptance Tfo Fxlwation Date V W to MIAMI—DADE COUNTY Do APPROVED MULLION m SEE SEPARATE NOA Z b z i N m I II OpVm I� �I ........... __- • �OC i•`1� i NY li it •QG0U �c.$ ; II o 11 • •Qdale a o �j •• •Z XZ w I I•• •`• W A LL a -- LL1 U) • •�. Z O em • j 00 TYPICAL ANCHORS • • •�• W 0�1 • SEE ELEV. FOR SPACING WINDOW WIDTH m Lo o � 3 I ao M co J � a o � M Z j 0 J w TYPICAL ANCHORS z N 'n SEE ELEV. oN O 0) r7 LO FOR SPACING 0 M 00 C) Z 3 J o Z o (oLl- ff Q J Q v 1/4� `,�J N q U') Q J o . LLJ LJ M p �v w w V lel N N N w C f vp U 0 w w w 41 C Q N U U U p N O O O Z Z Z .a V \CENSE • % 1 m Or 0592 1 2 201 9 a �® '•• • ATE OF drawing no. W1 6-86 sheet 6 of 1:1D DIST. METAL MIAMI—DADE COUNTY APPROVED STRUCTURE MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. i 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4- MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER SEE SHEETS 4 & 6 FOR WINDOW DETAILS O ALT. WINDOW WIDTH PRODUCT REVISED'`[ 2 as complying with the Florida u Building Code Acceptance 1Vo %-0041 .03 Expiration Irate aan. i�l 4iv* VW 00 I a� H M m a N as �a o o C q W W (4'v .� . IN W • • • .w • D•�N� �0 O aco'$ ���• 0 N • �Wnli tYo J om ZM� J • o W Cq x • 00 3 I •7 M J Q O C.D M Z � J J w of o 0 °' � 0 �'� 03 M x Z3 J 0 3z� o N 0 w W�� N_ N_ N F F F LL) La Ld z z� ¢ 3 U U U z z Z IIIIIII//' A 10 AH I```%%% ¢ m U � �GEPISF •' ��: a, a • v � . � 0 2 N N a 0 o a • �� O U Y a m v` v • S OF ��� drawing no. ,c��,�®. W16-86 •R�oP�•��®.�� sheet 7 of 1 1 0000.. 0000.. 0000. • 0000. ..00.. 0. •0000. ..00.. ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY E.S. WDW. ALT. 3I � W O ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING z N a TYPICAL ANCHORS: SEE ELEV. FOR SPACING \ e fag #10 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. 1/4- MAX. GAP 1/2" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. #10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS FJ AND 12 O.C. MAX. EXTERIOR WINDOW WIDTH INSTALLATION DETAILS WITH FIN FRAME ADAPTER SEE SHEETS 4 & 6 FOR WINDOW DETAILS PRODUCT RE VISED f� p as comply with the Florida 1'" --B 2 \ Building Code Acceptance hb TYPICAL ANCHORS Expiration Date 2 ZSEE ELEV. B FOR SPACING V� y. W 00 001 Z m MJ CZ m F- M a Q2 �N n_ o o •V/ W al • ' ' N • •. RCWi•� • ... v W ri .. .O,o>h b It Olt • • • y U) g0 • . • W : Yom. N w (0 o ?o�'� • Z0 4K M4K µj •• Q W 2 Li µI �11111111//� PP q� IVTTE 2 � : ® F Do In o � 3 I m M � co J o Q O V, M J W z i'r p `t r.1 00 x Z 3 J 0 3zu-o W Ul�pv ui W M A p o v r drawing no. W16-86 sheet 8 of i i 0000.• • 0000.• 0.00.. 0000. 0.00• 0000.• • • 0000•. 0'000•• ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES—EL104 1 FRAME HEAD 6063—T6 — E2 ES—EL201 1 FRAME SILL 6063—T6 — E3 ES—EL202 1 SILL TRACK 6063—T6 — E4 ES—EL102 2 FRAME JAMB (OPERATING) 6063—T6 — E4.1 ES—EL101 A 2 FRAME JAMB (FIXED) 6063—T6 — E5 ES—EL105 1 INTERLOCK STILE 6063—T6 — E6 ES—EL106 1 JAMB STILE 6063—T6 — E7 ES—EL107 2 VENT TOP & BOTTOM RAIL 6063—T6 — E8 ES—EL108A 1 FIXED MTG. STILE 6063—T6 — E9 ES—EL109 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063—T6 — E10 ES—EL110 AS ROD. GLAZING BEAD (7/16" LAM. GLASS) 6063—T6 — Ell ES—EL111 AS ROD. GLAZING BEAD (INSUL. LAM. GLASS) 6063—T6 — E12 ES—EL112 AS REQD. FLUSH FRAME ADAPTER 6063—T6 — E13 ES—EL115 AS REQD. FLUSH FRAME ADAPTER WITH FIN 6063—T5 — E14 ES—ELI 14 AS REQD. HEAD SCREW COVER 6063—T6 — E15 ES -2011 AS REQD. SILL RISER 6063—T6 — E16 ES—EL220 AS REQD. INTERLOCK STILE STIFFENER 6005—T5 — E17 ES—EL221 AS REQD. FIX. MTG. STILE STIFFENER 6005—T5 — E18 ES—EL113A AS REQD. JAMB SCREW COVER 6063—T6 — M1 ES -5008A AS REQD. GLAZING BEAD BULB SILICONE DUROMETER 60±5 SHORE A M2 80-372A 2/ LITE SETTING BLOCK AT 1/4 POINTS (LAM. GLASS) SILICONE DUROMETER 80±5 SHORE A M3 EL100—BO1 2/ LITE SETTING BLOCK AT 1/4 POINTS (INSUL. LAM. GLASS) SILICONE DUROMETER 80±5 SHORE A M4 EL100-301 AS REQD. VENT STOP RIGID PVC — M5 W23211NG AS REQD. PILE W'STRIPPING WITH PLASTIC FIN POLYPROPYLENE — M6 SK08-4010 2/ VENT SPRING LOADED LATCH 6063—T6 ALTERNATE TO SWEEP LATCH —1012 2/ LATCH LATCH SPRING ST. STEEL — M8 SL302—XX 2/ VENT SWEEP LATCH DIE CAST ALUM — Mg WA21- 2 WEEP HOLE COVER RIGID PVC — 0 ES-1000—PlL — LEFT NOTCH CAP NYLON — 1 ES-1000—PIR — RIGHT NOTCH CAP NYLON — 2 2WPSA—N1 rM1 2 3/4" X 3/4" RETIC FOAM PAD FOAM — 3 TAR— 16019P—A 2 ROLLER POLYAMIDE & ACETAL — M14 TAR -16019P 2 ROLLER HOUSING POLYAMIDE — M15 #8 X 1" — FLUSH FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS M16 #8 X 1" — FRAME AND VENT ASSEMBLY FASTENERS ST. STEEL PH SMS M17 #8 X 3" — FRAME SILL ASSEMBLY FASTENERS ST. STEEL PH SMS M18 #8 X 3/4" — SWEEP LATCH FASTENERS ST. STEEL FH SMS M20 #14 X 3/4" — ASSEMBLY FASTENERS FOR FLUSH ADAPTER ST. STEEL PH SMS PRODUCT REVISM as campty M with ft Fle1W Building CodeL-B 12 2018 Ar�cxPtancc No 18'02 i.o$ Exniratign Date Q V N w co DoI Z n 0 Zto F�m a W z a N p� O JC4 8 W N N • • • pW • O� • •app o�j • 03 t N �W 7 {L � Z N .0 • 0 0 • J Z • J v pp N D N 3 00 M o ca JLLJ til OfJ I— U) N O°'M Qf QOM 03 M0 M = z— C) 3 2 � 0 O IJ (A L0 V) W M w w w Fn FA N 0 D D F`-�1-1 F` z U U U z z z N O O 10 � cb Or � N 0 �[ v° a v` v drawing no. W16-86 sheet 9 of -T 2.187 2.812 Et 2.9177 .062 1.295 TyP, 1.1871 FRAME HEAD 062 1.313 •050 TYP. 1683 i j 2.347 1.187 2'148 E6 JAMB STILE 1.187 �-- 1.308 .L 062 1.260 O VENT TOP/BOTTOM RAIL .633 519 �- �{ �{ j� .135 _I f I I 625 625 6E25j: 050 .974 050 .974 062 .974 I I -.202 .202 .202 E9 E10 E11 GLAZING BEADS • 1.163 •• • • •• •188 .125 1.025 • �I .708 I� i.iyi • • Ets INTERLOCK STILE STIFFENER • V Z M 0 M j� W m 2 a L <. w N .�.6 •L W � �� ' $ • N r .00 �;; m M � ° a O a .� VV � �ZD•a N LL � •Z O �� i�i zu mm • �w ori �•�' 00 0D Q • • • • • • •• 1.122 1.421 1.078 .07� 1.938 .050 TMP .062 1.1871 .310 2.685L O TMP 2.000 4�-2.917 FRAME SILL 1.187 1.474 1.313 E5 INTERLOCK STILE Ms SPRING LOADED LATCH 513 7 y 1.233 .125 1.013 I .826 I� FIX. MTG. STILE STIFFENER 165 068 2.500 2.000 046 J v � 3 = J z J f- zo N p = o w w pp LO 00 00 r7 m M J V (� d �) 0 ;; I z M M Z J m Z o O vi un W M F .040 1.740 •277Et7 E18 JAMB SCREW COVER 2.0497 1.407 1.187 .040 3 08 -� 1.625 Et4 HEAD SCREW COVER .062 312 .250 I I 1.387 .062 TYP. 1.374 E3 SILL TRACK E8 FIXED MTG. STILE Et5 SILL RISER N N 2 857 o W D N i= N ~ 2.917 2.814 2.313 .062 TYP. 3.141 �j .719 .062 2.917 2.987 .050 TYR 1.187 F.045 _� .500 625 � fes- �-� 2.780 E12 FLUSH FRAME ADAPTER ��` ��:•• �C SF • �® �: % 2 _ PRODJ'C f REViSGD _ t� as complying with the Florida ; 2lt - Building Code i €' .0• Acceptance *,k) ��OZ2� • %� �!� Epiitoti SRC/z® ST OF �` � ..... .� N� ate Product ,''���1� \`` ' .9) W 3`W3'z U 0 z sou U 0 z N zm 0 z 1.500 .500 Eta FLUSH -1.428-1 I .063 625 _� 045 I 2.780 FRAME ADAPTER WITH FIN cc rn u a i N N o t drawing no. W1 6-86 sheet 10 of 1 .875 639 h39 E4 FRAME JAMB (OPERATING) -1.625 1.562 L.562 E4.1 FRAME JAMB (FIXED) VENT TOP & BOTTOM CORNER I � FIX. MIG. RAIL CORNER • FRAME BOTTOM CORNER III W co coI co Z C 0� G F. W to I N d Qa o oh • Q W N •• . IL• N p •' •• •• •� N h • • daQ•� • d •• ��mLL N • ow 03 UO) tO R •• �N�t! 0�, ► •• J 9) 3 00 M o c� z J LLJ z Vj t .0 o Orn o'4*'� 00 M = Z � J ro C) 3z`` o J p I N w,'�; a W M�LLJ C O Mid N N to D N N H fH U CLU., U U U U z z z `01%%I111111, // 111,// � ` ��� � • S ��® ,/,i Orn •b O .7 92 N PRODUCT REVISED _{ as ,enjoying with the Florida _ _ a 0 Y Acceep�tamm No�—cal t. �tt ( Expiration COdc Date t�' ® ' OF �/� drawing no. W1 6-86 Ml ade Product ,����®���-�� sheet 11 of 1 1 lil 0000•• 0000•• 0000•• 0000• 0000• 0000•• • • • 0000•• •0000• • • I THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. �ESy EL300 ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LFTES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1 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 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 FLORIOA 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. SQUARE BEAD OPTION 3%te =HEAT STREN'D. GLASS * 3/16" HEAT STREN'D. GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D. GLASS LU 0) Ln II 0 n 3 09o" Interlayer 090" Interlayer c g I•' n 4'� Trosifol �PVB_) 'Kuraroy Trostfol PVB 'Kuraroy STEP (L America, Inc.' R By America, Inc.' • O 0 090" Interlayer SentryGlas 090" Interiayer SentryGlas 00 •j • • eg�g�ur • • C By IKuraray Americo, Inc.' By 'Kuraroy America, Inc.' •: C •• OR OR � .090" Interlayer Soflex Clear And Color Glass .090" Interiayer Saflex Clear And Color Glass • • > M • BY 'Eastman Chemical Co.' OR By 'Eastman Chemical Co.' OR • • . • •� (L 0 QrFF •Q.03 � O .075" Interlayer .075" Interlayer ; •�;N N -G N • Saflex CP With PET Core Saflex CP With PET Core • .9 W a uti �+ • 8y 'Eastman Chemical Co.' By 'Eastman Chemicof Co.' Z V) c 3/16" HEAT STIND._ G r 3/16" HEAT STREN'D. GLASS ' • SILICONE ! SILICONE DOW CORNING 985 W DOW CORNING 985 '� °D C DOWCORNING 795 zm M1 li I DOW CORNING 2400 t DOW CORNING 795 m DOW CORNING 2400 U 1 I _ M1 Iof M O I I I 0 z 0 0 3 U� LL �w — 1 o M4 M4Z 3 dq- in —� 00 Ctfi 'A' GLASS TYPE 'Al J C3 W Z 7/16 OVERALL LAM. GLASS 1" OVERALL INSU-. IAM. GLASS o¢ 3 Z o GLAZING 0PTI0NS NOTE W Q v W L,.i M EXTERIOR LITE OF GLASS TYPE 'Al' TO BE TEMPERED FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. (i(- F-r­T—I-Tl INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP I DETERMINE DESIGN WAND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLJCAI3LE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES c g SEE SHEET 2. STEP 3 FOR SIDELI E PANEL (0) CAPACITY SEE SH= 3. STEP FOR SIDEUTE COMBINATION WITH DOOR SEE MULUON CAPACITY CHART ON SHEET 4. STEP THE LOWEST VALUE RESULTING FROM STEPS 2, 3 SILICONE AND 4 SHALL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED as complying with the Florida Building Code toOA-No. 16-0617.03 Expiration Date 01/04/2023 By Miami-DagdProduct Control 3/8" ALR SPACE CONSISTING OF: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER c g BY 'LINGERMANN GMBH' a a AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 LL -X 2 t' ' UlcIaI I I I �.%CEA! i c II a to o.7 592 - o M '- `�' OF .�g�� drawing no. W1 7-59 t��� sheet 1 of 12 •••••1 • • w 0000•• 38 7/8" 76" w FRAME WIDTH FRAME WIDTH e � 35 5/16" 1 35 5/16` 3 r LEAF WIDTH LEAF WIDTH HEAD ANCHORS 0 to zd AT STILE ENDS A �I R ff 27 1/8" 27 1/8" (4) AT 3 O.C. a � o SURFACE APPLIED rn SURFACE APPLIED ve D.LOPG. tm FALSE MUNTINS D.L. OPG. e a A . • {i!, • 0FALSE MUNTINS • MAY BE USED MAY BE USED ^� Q W � • Li A pp g I • • �Qr 0: C M •�i � II // I •• Q��Q II I ✓ D RLZ W ME • r i . ip 1 fl ip pp C9 .o \ ^CIO I =1173 rn w .i M m m M CL � a i i I p1 °' �- o O "' 0 0 \ ii -1 � \ o Q o _=\ _��-_-_ i o \ fir____ I \ Z _--i r= I tn�n II \ I Z : II g \ = J:: CD I1 o I � ACTIVE o Z L.i N Ll 0 12" „ 12" �51LL ANCHORS Bf N Lj Q 7 5/8" MAX., 7 5/$ MAX.` AT STILE ENDSLj HEAD/ SILL HEAD HEAD/SILL HEAD (4) AT 3° O.C. CORNERS SILL CORNERS SILL STD. SILL STD, SIL SINGLE OR DOUBLE DCCRS tA WITH ADA SILL TYPICAL ELEVATION TYPICAL ELEVATION ( X ) ( XX ) 0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 01/04/2023 o a ey �, s Miamt--Da Product Control `� � •• . ,GEN � I 9 N .70 92 0 NOTE: GLASS D,L.O. FORMULAE: 0 X= o GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH = FRAME WIDTH - 11.750" (X DOORS) •' 1rA OF �� drawing no. BASED ON ASTM El 300-09 (3 SEC. GUSTS) = (FRAME WIDTH - 21.750")/2 (XX DOORS) AND FLORIDA BUILDING COMMISSION D.L.O. HEIGHT = FRAME HEIGHT - 11.438 (STD, BOT. RAIL) 7 - /i/��•"'• ��e� W17-59 DECLARATORY STATEMENT DCA05-DEC-219 = FRAME HEIGHT - 14.875" (HI-RISE BOT. RAIL) �/�/'I'll ' l if i l � �\\�� /fit+fttfl►�� sheet Z of 121 �SWGI.B DOORS LOAD DOUBLE FRAME LEAFTHRESHOLD�'!""'� WIDTH HEIGHT ,_WIDTH -_ HEIGHT TYPES ��'(_)-% 38-7/8; � 96" 93-9/16*' co DOUBLE DOORS LOAD CAPACITY - PSF 1 LEAF WIDTH HEIGHT THRESHOLD TYPES �T•(+) INT.(-) WIDTH HEIGHT 76" X35-5/16" STD.) ' BO.D 80.0 38-7/8" g6" 93-5/8° ADA 80.0 co DOUBLE DOORS LOAD CAPACITY - PSF 1 LEAF WIDTH HEIGHT THRESHOLD TYPES �T•(+) INT.(-) WIDTH HEIGHT 76" 96" 35-5/t6" 93-9/16" STD. 80.0 80.0 76" 96" 35-5/16" 93-5/8" ADA 80.0 80.0 � a -W' yl, !r� II I I � a � 0 a II n II o -I � If 1 I _ LL =--=1T•� I# ACTIVE � INACTIVE DOUBLE DOORS LOAD CAPACITY - PSF FRAME LEAF WIDTH HEIGHT THRESHOLD TYPES �T•(+) INT.(-) WIDTH HEIGHT 76" 96" 35-5/t6" 93-9/16" STD. 80.0 80.0 76" 96" 35-5/16" 93-5/8" ADA 80.0 80.0 iO rn SURFACE APPLIED FALSE MUNTINS MAY BE USED 7 5/8" MAX. HEAD/SILL CORNERS 37 5/8" SILL TYPICAL ELEVATION ( O ) T 7. D.L.O. HEIGHT (SIDELITE). = FRAME HEIGHT - 11.438" (STD. BOT. RAIL) = FRAME HEIGHT - 14.875" (HI -RISE 80T. RAIL) D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH - 12.563" SURFACE APPLIED FALSE MUNTINS MAY BE USED w 10 1-, `_ _ 0 {O w OD rn rn � L+� rn u1 34 1/16" 25 1/16" D.L. OPG. 25 1/16" SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) I! it FRAME WIDTH HEIGHT PANEL THRESHOLD EXT(+) WIDTH HEIGHT TYPES INT.(-) 37-5/8" 96" 34-1/16" 93-9/16" STD. 80.0 80.0 37-5/8" 96" 34-1/16" 93-5/8" ADA 80.0 80.0 43-5/8" 82" 40-1/16" 79-9/16" STO. 80.0 80.0 43-5/8" $2" 40-1/16" 1 79-5/8" ADA 1 80.0 1 80.0 D.L.O. HEIGHT (SIDELITE). = FRAME HEIGHT - 11.438" (STD. BOT. RAIL) = FRAME HEIGHT - 14.875" (HI -RISE 80T. RAIL) D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH - 12.563" SURFACE APPLIED FALSE MUNTINS MAY BE USED w 10 1-, `_ _ 0 {O w OD rn rn � L+� rn u1 34 1/16" 25 1/16" D.L. OPG. 7 5/8" MAX. HEAD/SELL SEE CHART SHEET 4 148 1/16- 35 3/8" EAF WIDT 27 t/8" D.L. OPG. HEAD/SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 25 1/16" o I! it (7 z 1 ==,u =tt=== J tY I I n J II !I Z J o 1 'vit Q Ld W rn : N Jv / � 4v I I It 6iL 0 n CL O O II � II IT -- TI - if II I I I I ---L--- I ! ---T1 n --- LL rr II 7 5/8" MAX. HEAD/SELL SEE CHART SHEET 4 148 1/16- 35 3/8" EAF WIDT 27 t/8" D.L. OPG. HEAD/SILL ANCHORS AT STILE ENDS (4) AT 3" O.C. 12" MAX. HF�'AO SILL TYPICAL ELEVATION ( 0—XX-0 ) 34 1/16" PANEL WIDTH 25 1/16" o D.L. OPG. (7 z 1 J tY V J Z J o 3z>s o 'vit Q Ld W rn : / � 4v I I I It n IT I ! --- LL rr f I ACTIVE `, INACTIVE 12" MAX. HF�'AO SILL TYPICAL ELEVATION ( 0—XX-0 ) 34 1/16" PANEL WIDTH 25 1/16" o D.L. OPG. (7 z 1 J tY V J Z J o 3z>s o 'vit Q Ld W rn : !`HEAD/SILL ANCHORS 3. 6. �," (4) AT MULLION ENDS NOTE-- THE OTETHE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 98.7 SO. FT. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 1/04/2023 By Miami-DaQ Product Control L --X 2 0 o I ro M fO o 0 (7 z � J tY V Z Z J o 3z>s o 'vit Q Ld W rn : \�ti111!ritrr�,� l`h��`l I I I N1..:M I 592oOF drawing no. ��' •��®�'�� W1 7-59 i771`ili�IIII1,,��� sheet 3 of 12 DESIGN LOAD CAPACITY - PSF DOOR TO SIOEUTE OR DOOR TO DOOR MULLION SIDELITE WIDTH INCHES FRAME HEIGHT INCHES UNREINFORCED REINrFORCED EXT.(+)/iNT.(-) EXT.(+)/INT.(-) 18 24 30 36 42 82 75.7 80.0 68.4 80.0 62.4 80.0 57.3 80.0 53.0 74.5 18 24 30 36 84 71.4 80.0 64.4 80.0 58.8 80.0 54.0 75.9 18 24 30 36 90 58.0 80.0 52.4 73.7 47.6 67.2 43.9 61.7 is 24 30 36 96 47.8 67.2 43.2 60.7 39.4 55.3 36.2 50.9 UNREINFORCED REINFORCED DOOR TO SIDELITE MULLION DOOR TO DOOR MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE Wj W. L i, r DOOR FRAME SIDELITE WIDTH WIDTH XO OX OVERALL FRAME WIDTH 4 4 OVERALL FRAME WIDTH OO F A ro M �F A DOOR � 0 DOOR J SIDELITE FRAMEJ. SIDELITE r WIDTH fL •r WIDTH WIDTH ( OXO ) ( XOX ) C) Z��`° w � ¢� � G B\\ DOOR SIDELITE DOOR FRAME WIDTH FRAME SIDEUTEI +DO WID'THWIDTHFRAME XXO OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. SINGLE (X) DOOR WIDTH /L L \ B/0" / ii% iii�i%\ iP DR ro M �F A DOOR � 0 DOOR FRAME SIDELITE FRAMEJ. SIDELITE FRAME WIDTH WIDTH MOTH WIDTH WIDTH ( OXO ) ( XOX ) OVERALL FRAME WIDTH Q Q OVERALL FRAME WIDTH w rn r \ / Z \ o i% o {/ :i . N idM � / \ Cy • 0. inn /6 B \ G • d p�rf •• a•0 M • •• � p DOOR DOOR FRAME FRAME SIRELITE i' iA' WIDTH WIDTH WIDTH • �U) (,A, 44 • OXX ' .56(3 8 �',• •' azW2g�- OVERALL FRAME WIDTH ro M �F A O 0 � 0 V. Z M O -J W tX :D C14 %% 0 M C) Z��`° w � ¢� � DOOR 51DELITE DOOR FRAME FRAME WIDTH WIDTH WIDTH SIDELITE DOOR FRAME SIDELITE WIDTH ',`WIDTH WIDTH ( OXXO ) APPROVED CONFIGURATIONS OVERALL FRAME WIDTH w rn r \ / Z \ o i% o {/ :i . N idM � / \ Cy • 0. inn /6 B \ G • d p�rf •• a•0 M • •• � p DOOR DOOR FRAME FRAME SIRELITE i' iA' WIDTH WIDTH WIDTH • �U) (,A, 44 • OXX ' .56(3 8 �',• •' azW2g�- OVERALL FRAME WIDTH ro M �F A O 0 � 0 V. Z M O -J W tX :D C14 a 0 M C) Z��`° w � ¢� � DOOR 51DELITE DOOR FRAME FRAME WIDTH WIDTH WIDTH OXXX XXXX PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16.0617.03 Expiration Date 01/0412023 By Miami=Da roduct Control of O In ro M O 0 � 0 V. Z M O -J W tX :D C14 a 0 M C) Z��`° w � ¢� � N SS 1 . %0592 o S ATE OF AWdrawing noIN17-59 �.,��� sheet 4 of 12 000.90 • • • 0000•• 00.00 0000• 0000•• • • • 0000•• 0000•• TYPICAL ANCHORS144 711 EDGE DIST. SEE ELEVS. 1A FOR SPACING 1� " • e:• �. �1 z g Sol _.." • . a Op epi M29 \ W E17 a • • cl _. N • E1 \ R •• a fA •• i M6 N • La alox Min $ . M2s • • o a 0,4* M& •• i�aZi�a • • � � •N • E4 E12 •• • Lu Z rO� WN c • Z .i I� I' M2 � W � g F • I; I� I � 10 I� I o'a I� I IIT O QD Oto I d 4 II I �l 8 w is iE (D J Lc! Z x I. (/l 04 C) w Lti oc' I I 7> 0 w M u� = O i 7>� Qr+�M 0O o a Ij 1 II ji 31 m Z� J P, ' I. O�v W I. I I I:I 1- iI. I w LSU) M 0 I Y i I• ri . j III �E I� W = W s c� �I� I• II j. �; C7 �. o a I I Wa 1 va E4 0' I M2 © Et 7 E2 E20 PRODUCT REVISED DOOR DETAILS o o N a Ms x �` M3 as complying with the Florida BuildingCode 11111 1111 / > � o c } E3 NOA—N. 16-0617.03 ��� '� AH \ Expiration Date 01/04/2023 ���` , . JGEN F •'•, ��� I o n a .++ .-.o .�.•� • a ' n ': '.• °: By i10 I tp 0 • e i •• - • v v • a• a v , v . • ; Mia 1-D roduct Control Y 3/18" WEEP X 1-1/2" HOLES < � u ° • , a-• � v �' E18 M25 � ' a j M25 -' �= 75 J2 a` v I" FROM ENDS TYPICAL ANCHORS ', TE QF �2�� drawing no. EDGE DIST. TYPICAL ANCHORS FSEE OR SPACING EDGE DIST. SEE ELEVS. FOR SPACING -•, +,s�; k✓L e` t t �1Dp.,. �` ����� ' ••••• ��` ��� W17--59 sheet 5 of 12 1 BY EDGE DIST, 2BY WOOD BUCK WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET I METAL ` ° -, ` .• a , " , 4- . ° -, EDGE 0 . EDGE DIST, STRUCTURE I � t a �717Os V) TYPICAL ANCHORS SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S, WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, (TYPICAL ANCI30RS�SEE ELEV. FOR SPACING 1„14" DIA. U BY `ELC Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAM8S) THRU 1BY BUCKS INTO CONIC. OR—BLOCKS IN. EMBED Wb CONCRETE (HEAD AMBO 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO -CONCRETE OR GROUT_FILLED-BLOCKS 1 3 .4"_ IN. EMBED INTO CONCRETE_(HEAD/SILL/JAM8S) 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,TYPICAL EDGE C}ISTANCE fNTO CONCgTR_, ND M6gONRY�2z1 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMES SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS €'c — 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'rn — 2000 PSI MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING W Cn TYPICAL ANCHORS SEE ELEVS, FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Data 01 /04/2023 By miamF-•D�roduct Contra, >¢, 'C 2 :l DOOR DETAILS • •, J •z �. M Q t0 O .. a U' v z O J Lil tr z 3��� M co 6 3zU o Q I N U7 V7 J W M 5 W N W D v �t v w v o drawing no. W17_ sheet g of 12 0000•• • • • 0000•• 0000•• .0000 000.0 • • • •000.0 0000•• • f-------- -�.......-----_--_- - -_ 1 i • • MIAMI-DADE COUNTY APPROVED I I • • It • • • • I CLIPPED MULLION II SEE SEPARATE NOA 11 h � M �4 �I I+ ••• w •• IL Fro °n 'P /�►0°� •i �j LL09 y� . • We I 2 TYPICAL ANCHORSCL SEE ELEVS, in ® CL in e FOR SPACING N ZO N �LU:3U� B W CD >¢, 'C 2 :l DOOR DETAILS • •, J •z �. M Q t0 O .. a U' v z O J Lil tr z 3��� M co 6 3zU o Q I N U7 V7 J W M 5 W N W D v �t v w v o drawing no. W17_ sheet g of 12 0000•• • • • 0000•• 0000•• .0000 000.0 • • • •000.0 0000•• TYPICAL AN, SEE FOR SI STRU, TYPICAL AI SE! FOR � 0 0 7 /4" MAX. )D SUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 01 /04/2023 By.:e. 2 . Miami- a roduct Control 1/4" MAX. to in V) SHiM �V � • • • O ao 281' WOOD 8 K ... h g7 zd r WOOD STR TORE E NOTE HEET 1 •• .M. m k v • 7 OF •'••.oto -j • . X N W17-59 Z U) a J:: • F •n top. • 0 • � • 0 • •LU •4 a M 3z� n 0 o W ^^QQ 0 �0 •6�e • ii. -01 N � � i1lMM F TYPICAL ANCHORS Z v 0 (DQ , SEE ELEV, FOR SPACING 6 o - to in .-. O vi to O ao Z g .n 92 H ;� a f • ` v° tYi •c u • 7 OF •'••.oto drawing no, N W17-59 Z U) a J:: sheet 7 Of 12 rn zee 0 3z� n 0 W i1lMM F Ln X W zQU 2 U G Z DOOR DETAILS C' Le g .n 92 H ;� a f • ` v° tYi •c u • 7 OF •'••.oto drawing no, ► �. •' off,` W17-59 �ililFlltiiil sheet 7 Of 12 TYPICAL ANCHORS EDGE DIST. SEE ELEVS. FOR SPACING ' • • CL W • �Op�•p v yr. - M29 I E17 a a •• l� • rn ' E1 M29 o • M2s �j a a A -a • E4 0 E12 �z�_o M2 ..I a cQ 4 1 Q L� 1= I� .I fl II � M I• I' to I! II Q C� II ! Z �E !' ! i! i! o � r.,.l Ld O :I• z (n W 0.o = Qui LL �M � o o w O = 1 Ln to < 0 it M II 11 ,y P4 iI 2 �E C7 W s 1 11 11 2 = o 1{ h lad -i C ii II w E5 I a d w W W M2 rn o Et 1 SIDELITE DETAILS o o N 220 PRODUCT REVISED t o M3 ' as complying with the Florida a� o M6 .. Building Code ` �1111611l�r�� c a ? ai E3 ti NOA-No. 16-0617.03 A Expiration Date 01/04/2023 �.� 8F '•., �� b a By .592 Mlam'm )ald9wroduct Control WEEP HOLES 3/16' X 1-1/2 ° Et9 M25 v . M25 r t" FROM ENDS '•• EDGE DIST. TYPICAL ANCHORS TYPICAL ANCHORS , �� '7 p -1 CF ��\ drawing no. SEE ELEVS• EDGE DtST. SEE ELEVS.¢, Z J �� '••. cO t0.•' ��4�, 1N 17-59 FOR SPACING FOR SPACING NAL 0%sheet 8 of 12 OPTIONAL REINFORCING SEE SHEET 4 FOR CAPACITY (CARSON STEEL TO BE PAINTED OR PLATED) EXTERIOR 101 EL WIDTH �� � � DOOR LEAF WIDTH DTH DOOR FRAME WIDTH DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 01104/2023 By Miami -Da roduct Control SIDELITE DETAILS in • ••• ry q a • • IfY•� �O a gnu, Q&fro 0 �z� -a .: Z M J Lu M 00 � I m O `O o 0 Q) M Z F Z J w LATED) 2 V3 0 'd. O Q ? -j 3z``o Lr) LO i caiv Cr x . 0592 S o M ~ r a I X48 � T OF � .� drawing no. •. �� �..�• ®�'� UV17-59 1' � Irk -1 l�; � f ��l 1• = i� ---- OPTIONAL REINFORCING SEE SHEET 4 FOR CAPACITY (CARSON STEEL TO BE PAINTED OR PLATED) EXTERIOR 101 EL WIDTH �� � � DOOR LEAF WIDTH DTH DOOR FRAME WIDTH DOOR FRAME WIDTH PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 01104/2023 By Miami -Da roduct Control SIDELITE DETAILS in • ••• ry q a • • IfY•� �O a gnu, Q&fro 0 �z� -a .: Z M J Lu M 00 � I m O `O o 0 Q) M Z F Z J w LATED) 2 V3 0 'd. O Q ? -j 3z``o Lr) LO i caiv Cr x . 0592 S o M ~ r a I X48 � T OF � .� drawing no. •. �� �..�• ®�'� UV17-59 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 ES-EL300-001 3 FRAME HEAD/JAMB 6063-T6 - E2 ES-EL300-002 1 FRAME SILL (STD.) 6063-T6 - E3 ES-EL300-003 1 FRAME SILL (ADA) 6063-T6 - E4 ES-EL300-004 2/ LEAF TOP AND BOTTOM RAIL 8063-T6 - E5 ES-EL300-005 l/ LEAF HI -RISE BOTTOM RAIL 6063-T6 E6 ES-EL300-006 l/ LEAF JAMB STILE 6063-76 - E9 ES-EL300-009 1 ASTRAGAL STILE (ACTIVE) 6063-T6 - E10 ES-EL300--010 1 ASTRAGAL STILE (INACTIVE) 6063-T6 - El l ES-EL300-011 1 ADA SILL W'STRIP ADAPTER 6083-T6 - E12 ES-EL300-012 1 FRAME COVER 6063-T5 - E13 ES-EL300-013 4/ LEAF GLASS STOP (LAM. GLASS) 6063 -TS - E14 ES-EL300-014 4/ LEAF GLASS STOP (LAM. GLASS) 6063-T5 - E15 ES-EL300-015 4/ LEAF GLASS STOP (INSUL. LAM. GLASS) 6063--T5 E16 ES-EL300•-016 AS REQD. SNAP IN FILLER 6063-T6 - E17 ES-EL300-017 AS REQD. EXTERIOR TRIM 6063-T6 E18 ES-EL300-018 AS REQD. FRAME COVER 6063-T5 - E19 ES-EL30D-019 1 COVER STD. SILL 6063-T6 - E20 ES -6011 1 COVER ADA SILL 6063-T6 - E21 ACC -PL -020 1 BACK UP PLATE 6063-T6 M1 ES -5008A AS REQD. GLAZING GASKET SILICONE DUROMETER 65±5 SHORE A M2 ES-P251--GO5A AS REQD. EXTERIOR LEAF GASKET SILICONE DUROMETER 70±5 SHORE A M3 ES-45T-GO9 AS REQD. ADA SILL GASKET EPDM 6UROMETER 70±5 SHORE A M4 ES-21-BO4A 2/ LITE SETTING BLOCKS AT 1/4 POINTS SILICONE DUROMETER 80±5 SHORE A M5 W23221 NG AS REQD. PILE W'STRIPPING POLYPROPYLENE M6 W23221NK AS REQD, PILE W'STRIPPING POLYPROPYLENE - M7 W23381 NK AS REQD, PILE W'STRIPPING POLYPROPYLENE - M8 - AS REQD. MULLION REINF. CHANNEL (LENGTH = MULL HT. - 10") A36 STEEL - M12 - 4/ LEAF HINGE ASSEMBLY - HAGER M22 #12-24 X 1/2' - HINGE FASTENERS ST/ST FH SMS M23 #8 X 1/2- - W'STRIP ADAPTER FASTENERS ST/ST PH SMS M24 #10 X 3/4" -- FIX. PANEL FASTENERS, AT 6- FROM ENDS & 12" O.C. ST/ST PH SMS M25 #12 X 1-3/4" - FRAME ASSEMBLY FASTENERS ST/ST PH SMS M26 3/8-16 X 2" - LEAF/PANEL ASSEMBLY FASTENERS ST/ST HEX CAP FULL THREAD 18-8 M27 - - 3/8" WASHER ST/ST HEX CAP FULL THREAD 18-8 M29 #10 X 1-3/4" AS REQD, HEAD ASSEMBLY FASTENERS ST/ST PH SMS LOCKS: SURFACE MOUNT 3 POINT MORTISE LOCK SYSTEM BY 'INTERLOCK USA' KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR LEVER TYPE HANDLE AT 43-5/8" FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4- MIN. AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4- FH SMS INACTIVE LEAF: SURFACE MOUNT 2 POINT LOCK SYSTEM BY 'INTERLOCK USA' LEVER TYPE HANDLE AT 43-5/8- FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4- MIN. AT HEAD AND SILL FASTENED WITH (2) #10 X 3/4- FH SMS HINGES: 4-1/2" LONG FLUSH MOUNT STEEL BUTT HINGES BY 'HAGER' FASTENED WITH 12-24 X 1/2- FH MACHINE SCREWS FOUR PER HASP(LEAF), TOP AND BOTTOM HINGES AT 7-7/8" FROM EACH END (1) HINGE REQD. AT MIDSPAN FOR 82" HIGH DOORS WITH STANDARD THRESHOLD ONLY. ALL OTHER DOORS TO HAVE INTERMEDIATE HINGES AT 26-3/8" O.C. MAX. SEALANTS: ALL FRAME AND LEAF JOINTS AND SEAMS SEALED WITH DOW CORNING 791 SILICONE. PRODUCT REVISED as complying with the Florida Building Cods NOA-No. 16-0617.03 (Expiration Date 1/04/2023 BY Miami --Da roduct Control b O 0 17 d si ip O ,L�N•d y, o • O a. 0 4• • 0 -dba 2too O Q =F U.? L3 062 co o tO 0 v o C� z 5 J 8 o J w 0_ .d in o¢to to M CD z3�`O LL-—W) N ui Z.< Q `tee � iCE•S`r'••'C� '�� o j n a 10 2 o M 6H • �� v As c` V ST OF � drawing no. �'% �•�•` �•'���� W17-59 e sheet 10 of 12 0000•• • • • 0000•• 0000•• 0000• • • 0000• 0000•• • • •••••• • • •0000• im FRAME HEAD/JAMB imiiol FRAME SILL (STD.) 72s TMP.080 1, 173 500 .250 I I� tom---- 3.979 —moi f3 FRAME SILL (ADA) 1.226 324 n n n n� 0 1.314 L Ell ADA W'STRIP ADAPTER .045 �1 TP 1.0,66 F� 1.696 FRAME COVER 045 nP• 1,383 i�-1.706 FRAME COVER 6 1.750 7. 1.118 1 � 7rf.289 .060 —T COVER STD. SILL 3. TOP AND BOTTOM RAIL 5 HI—RISE BOTTOM RAIL 4.500— , 080 .500,080 F Trp. 1.490 —3.525 JAMB STILE 711 _f.287 .0403=-7 COVER ADA SILL 1.490 .793 1.793F 873Ob2 1 222 •873 .062 1.222 2. I Bs g TYp. b ASTRAGAL STILE (ACTIVE) 2.065 ASTRAGAL STILE (INACTIVE) .950 125 2.225 MULLION REINF. CHANNEL F— 11 v.303 .070 EXTERIOR TRIM E13 E14 GLASS STOP (LAM. GLASS) 1.319 1.490 .070 TYP. 3.182 1.740 �I L.,303 Els SNAP IN FILLER PRODUCT REVISED as complying with the Florida Building Code NOA-No. 16-0617.03 Expiration Date 1/04/2023 BY �,a-0- mlam7Product Contro C 2 231 .873.062TYR 1.222T l w r z ,. O % --t �• � 1Q; O p c�,•a •• • •yt • E15 • � 0µt' k � � • GLASS STOP (INSUL. LAM. GLASS)' �' o Ir aaoa •• y p �c3c°o�o • 5 W 0 � OD _—j � 'n 0 O o � o c� z CD -J w M �� ui 0d ro 0 Z,C; E2 Lj M e W a z 1592 S OF •�t/�� drawing no. W1 7-59 AL irlil��1 sheet 11 of I2 sell :,«_ 2 TOP CORNER T LZI DOOR/SIDELITE FRAME BOTTOM CORNER IM991ARRUL CORNER CORNE PRODUCT REVISED as complying with the Florida Building Code NO3-No. 16••0617.03 Expiration Date 01104/2023 By _ n ;� } Mia }-Da Product Control— �" ACCESS HOLE M CF O OL U 54V �� 10• �•• y o qgq i N Q 0. 92 O M ~ m ate' a — � o Lf 1 6aiE F draw ng c no. ORIV MIK", W1 7---59 sheet 12 of 12 00 � M to 0 z 3 o �w � = a V) z O�� � 1 M 0 _z io 3z�o C v viLO W W I�7 M CF O OL U 54V �� 10• �•• y o qgq i N Q 0. 92 O M ~ m ate' a — � o Lf 1 6aiE F draw ng c no. ORIV MIK", W1 7---59 sheet 12 of 12 � W 0 I --------------A-k------ Z II ou U IIIAW a N n I t iaV s c �L-------- 0 G �' c------ir= _yr-=---=J p:l�j Q� • l 1 II p: 3.000 TYPICAL V GLAZING PRODUCT L' • ►t �1, r - aco .� 1.000 U 4.000 TYPICAL Z _j N • WINDOW FRAME i - a c Sul 5.000 •q t s i o • d MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. °D AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED 6.000 3.000 4.000 n IMPACT AND NON—IMPACT RESISTANT PRODUCTS. d N L2.000� co TUBULAR SHAPES O ALLOY = 6063—T6 J M RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY w iU NOTES: MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE I— Vi � C4, z REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE HORIZONTAL OR VERTICAL 3 rn INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2 O -t i ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING D a M APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER z _Z U- 'o INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. Z o 1B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE J O M DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS Lo TO THE BUILDING STRUCTURE. Q Lin 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 o 0 0 0 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE c N N N REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. o m o 0 0 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION a FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY Ix a a a OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. ^ r CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL RENEVfM = O O INSTRUCTIONS: �5—.s J` ,.•� USE CHARTS AND GRAPHS AS FOLLOWS. " 024.. `\\\\\11111111/// ST P DETERMINE DESIGN LOAD REQUIRED PER ASCE 7� �� �� • • �/�� /// o FOR PARTICULAR OPENING.; S.S.-c = ��` �l e� STEP 2 USE MIAMI—DADE COUNTY APPROVED GLAZING PRODUCTS ��' E ®/a i i N N Q MEETING ABOVE LOAD REQUIREMENTS. ~ STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT PRODUCT REVISED 2 = o a APPROVAL as camNymg will gm Florida USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH Building Cods _ a o v` v STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED Acospla°°eld°1 -0�5 —� �� IN STEP 1 ABOVE. D>tte iq® S EOF drawing no. ����� USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTSBy �� �%�� M04-04 STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING Miami ade Prodoct / S MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 1/I11 I I 1 \ 1\� sheet 1 of 9 • �• 0000•• 0000•. •0000• ••••• • • ,0• 0000• •000•• • • • 0 0000.0 • 0000.. -- I 1.000 U vii -�{ 1.000 125 .323 j - 2.000---�{�.125 2.000 --{� .250 p --{ 1.000 1.000 2.000 ��.125 O Z m ti 0 q j' 125 I .338 IN .125: 25 4.000 .125 FW �N Q a 6 D�Na -j • 3.000 .125j 4.000 3.000 Lj .338 .323 5.000 6.000 6.000 As m U •J U " < o G m G • • 125 .125 .250 Ix = 1.466 IN\4 Ix = 2.975 IN\4 t OJ • Ix = .950 IN\4 Ix = 2.037 w\4 Sx a ,977 IN\3 Sx 1.487 IN\3 6 Sx = .634 IN\3 Sx = 1.018 IN\3 h. o Z m • 1 X 3 1 X 3 1 X 4 4• STD. MULLION ,---�-4 (STD. MULLION CUSTOM MULLION CUSTOM MULLION 6063-T6 6063-T6 6063-T6 6063-T6 2.000-'j 125 I -f .125 Ix 5.204 N\4 Sx - 2.082 I N\3 Ix 8.276 N\4 Sx = 2.758 I N\3 Ix 15.203 IN\4 SX = 5.068 IN\3 (n au u� a� Z 2 X 5 2 X 6 2 X 6 O 2.000 125 STD. MULLION STD. MULLION HEAVY MULLION J a 6063-T6 6063-T6 6063-T6 J 125.720 1.690 m � 4.000 (/1 F- ACV 125 3.000 .156 TYP. c L M Z Q J j _Z z Ix = 1.467 IN\4 Ix = 2.976 IN\4 2.750 125 2.000 Lr---777777777'j 3.250 1.405 J Q O .� W M Sx = .978 IN\3 Sx = 1.488 IN\3 L- 3750 2 X 3 2 X 4 4.500 W y STD. MULLION STD. MULLION NOTCH O � 6063-T6 6063-T6 OPTIONAL NOTCH OPTIONAL&El:d c 0 y - N N 1 /2" O m w o TYP. z w a rvii " o 0 .125 Ed = MIN.EDGE DIST. Ed. Ed - MIN. EDGE DIST. 2.000 1/2' FOR 1/4" DIA. ANCHORS FOR 5/16" DLA. ANCHORS 1/2' FOR 1/4" DIA. ANCHORS5/8" 5/8" FOR 5/16' DIA. ANCHORSc 0 m p r o a r MULLION CLIP MULLION CLIP 6063-T6 6063-T6 4) c w w co x 2.000 ENNSrE .1 Ji-;: N o Ed.SCC EIC{t/t6 % xa famp" $rg W14h the � ^RODUCT REVISED - with the Flpflda _ �,`(- .5 b ascomplying • 4a ^.-; : N6, • Building Code j8"v••�S.a5 -'® ; rguol tar 'V • e v u Ed = MIN. EDGE DIST. 1/2' FOR 1/4" DIA ANCHORS 5/8" FOR 5/16" DIA. ANCHORS rT �cctj cp Die W1� :�Q TE OF (�� �y �� •.• OR1DP`.•'• \�� drawing no. CLIP$'CA - ^ By ��/�� •SAL M04-04 ANGLE 6063-T5 ���\\ Prod» lllllltl sheet 2 of 9 • �• 0000•• 0000•. •0000• ••••• • • ,0• 0000• •000•• • • • 0 0000.0 • 0000.. % DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) } 3 GLAZING VERTICAL DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) PRODUCT MULLION WINDOW DIMS. 1X3 STD. 1_X_4 'i STD "s 1 X 3 CUSTOM 2 X 3 STD. 1 X 4 CUSTOM 2 X 4 STD. 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY WINDOW DIMS. 1X3 STD. 1X4 STD. 1 X 3 CUSTOM 2 X 3 STD. 1 X 4 CUSTOM 2 X 4 STD, 2X5 STD. 2 X 6 STD. 2 X 6 HEAVY WIDTH (W) MULL SPAN WIDTH (W) MULL SPAN 19-1/8" 26-1/2' 30" 37" 42' 48' 54" 60" 66" 72" 38-3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 26-1/2' 30' 37" 42" 48" 54" 60" 66" 72' 74-1/4" 75.3 143.0 1 116.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 54.3 1032 83.9 146.6 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 48.0 91.1 74.1 129.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 38.9 73.9 60.1 105.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 34.3 65.1 52.9 92.5 142.5 150.0 150.0 140.6 150.0 150.0 150.0 150.0 150.0 150.0 30.0 57.0 46.3 81.0 124.7 150.0 150.0 124.9 150.0 150.0 150.0 150.0 150.0 150.0 26.7 50.6 41.2 72.0 110.8 146.2 150.0 112.5 150.0 150.0 150.0 150.0 150.0 150.0 24.0 45.6 37.0 64.8 99.7 131.6 150.0 102.2 150.0 150.0 150.0 150.0 150.0 150.0 21.8 41.4 33.7 58.9 90.7 119.6 150.0 93.7 149.3 142.0 150.0 150.0 150.0 150.0 20.0 38.0 30.9 54.0 83.1 109.7 150.0 19-1 /8" 26-1/2' 30' 37" 42" 48' 54' 60" 66" 72" 50-5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66" 72" 84' 52.0 110.4 80.3 150.0 150.0 150.0 150.0 143.9 150.0 150.0 150.0 150.0 150.0 150.0 37.5 79.7 57.9 113.0 150.0 150.0 150.0 127.1 150.0 150.0 150.0 150.0 150.0 150.0 33.2 70.4 51.2 99.8 150.0 150.0 150.0 103.0 150.0 150.0 150.0 150.0 150.0 150.0 26.9 57.1 41.5 81.0 125.6 150.0 150.0 90.8 144.4 137.1 150.0 150.0 150.0 150.0 23.7 50.3 36.5 71.3 110.6 145.9 150.0 79.4 126.4 119.9 150.0 150.0 150.0 150.0 20.7 44.0 32.0 62.4 96.8 127.6 150.0 70.6 112.3 106.6 150.0 150.0 150.0 150.0 - 39.1 28.4 55.5 86.0 113.5 150.0 63.5 101.1 95.9 144.4 150.0 150.0 150.0 - 35.2 25.6 49.9 77.4 102.1 150.0 57.8 91.9 87.2 131.3 150.0 150.0 150.0 - 32.0 23.3 45.4 70.4 92.8 150.0 53.0 B4.2 80.0 120.4 150.0 150.0 150.0 - 29.3 21.3 41.6 64.5 85.1 150.0 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66" 72" 58• 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 26-1/2' 30' 37" 42" 48' 54' 60' 66' 72' 96' 34.8 74.7 53.8 109.1 150.0 150.0 150.0 108.6 150.0 150.0 150.0 150.0 150.0 150.0 25.1 53.9 38.8 78.7 133.2 150.0 150.0 95.9 150.0 144.6 150.0 150.0 150.0 150.0 22.2 47.6 34.3 69.6 117.7 150.0 150.0 77.8 123.6 117.2 150.0 150.0 150.0 150.0 - 38.6 27.8 56.4 95.4 125.8 150.0 68.5 108.9 103.3 150.0 150.0 150.0 150.0 - 34.0 24.5 49.7 84.1 110.8 150.0 60.0 95.3 90.4 135.9 150.0 150.0 150.0 - 29.8 21.4 43.5 73.5 97.0 150.0 53.3 64.7 80.3 120.8 150.0 150.0 150.0 - 26.5 - 38.6 65.4 86.2 150.0 48.0 76.2 72.3 108.7 150.0 150.0 150.0 - 23.8 - 34.8 58.8 77.6 142.0 43.6 69.3 65.7 98.9 150.0 150.0 150.0 - 21.6 - 31.6 53.5 70.5 129.0 40.0 63.5 60.2 90.6 137.8 150.0 150.0 - - - 29.0 49.0 64.6 118.3 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66" 72' �• 123.3 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 26-1/2" 30' 37' 42' 48' 54' 60' 66" 72' 108" - 52.5 37.8 76.6 134.0 150.0 150.0 89.0 145.3 137.3 150.0 150.0 150.0 150.0 - 37.9 1 27.3 55.3 96.7 137.7 150.0 78.6 128.4 121.3 150.0 150.0 150.0 150.0 - 33.4 24.1 48.9 85.5 121.7 150.0 63.7 104.1 98.3 148.3 150.0 150.0 150.0 - 27.1 - 39.6 69.3 98.7 150.0 56.1 91.7 86.6 130.7 150.0 150.0 150.0 - 23.9 - 34.9 61.0 86.9 150.0 49.1 60.2 75.8 114.3 150.0 150.0 150.0 - 20.9 - 30.5 53.4 76.0 139.1 43.7 _71.3 67.4 101.6 150.0 150.0 150.0 - - - 27.1 47.5 67.6 123.7 39.3 64.2 „) 60.6 91.5 139.7 150.0 150.0 - - - 24.4 42.7 60.8 111.3 35.7 58.4 55.1 83.1 127.0 150.0 150.0 - - - 22.2 38.8 55.3 101.2 r 32.7 53.5 50.5 76.2 116.4 150.0 150.0 - - - 20.4 35.6 50.7 92.7 ALL LOADS ARE EXT.(+)/INT.(-) NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE ' D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. MUILI-O-N-S Sy ICAL MULLII ARRANGEMENTS W1+ W2- WiDTH (W) = RODUCT REVISED 2 - g certiplying with the Floris Building Code 18.62D.' Acceptance 140 F<nimtion gate By Mi E n 3 GLAZING VERTICAL DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) PRODUCT MULLION WINDOW DIMS. 1 X 3 1 X 4 STD. STD. 1 X 3 1 X 4 CUSTOM CUSTOM 2 X 3 2 X 4 STD. STD. 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY WIDTH (W) MULL SPAN 19-1/8' 26-1/2" 30" 37' 42" 48" 60" 66' 72' 120' - 38.2 27.5 55.9 97.7 150.0 150.0 - 27.6 - 40.3 70.5 110.8 150.0 - 24.4 - 35.6 62.3 97.9 150.0 - - - 28.9 50.5 79.3 145.1 - - - 25.4 44.5 69.9 127.8 - - - 22.3 38.9 61.2 111.9 34.6 54.4 99.4 - - - - 31.1 48.9 89.5 - - - - 28.3 44.5 81.4 - - - - 26.0 40.8 74.6 19-1/8' 26-1/2" 30" 37" 42" 48" 54' 60' 66' 72" 132" - 28.7 20.7 42.0 73.4 116.8 150.0 - 20.7 - 30.3 53.0 84.3 150.0 - - - 26.8 46.8 74.4 136.7 - - - 21.7 37.9 60.3 110.9 - - - - 33.4 53.2 97.7 - - - - 29.3 46.5 85.5 - - - - 26.0 41.4 76.0 - - - - 23.4 37.2 68.4 - - - - 21.3 33.8 62.1 - - - - - 31.0 57.0 19-1/8" 26-1/2" 30" 37' 42" '0' 54" 60" 66" 72" 144" - - - 32.3 56.5 89.9 150.0 - - - 23.3 1 40.8 64.9 119.2 - - - 20.6 36.0 57.3 105.3 - - - - 29.2 46.5 85.4 - - - - 25.7 41.0 75.2 - - - - 22.5 35.8 65.8 - - - - 20.0 31.9 58.5 - - - - - 28.7 52.7 - - - - - 26.1 47.9 - - - - - 23.9 43.9 ARCHES TO BE INSCRIBED HORIZONTAL MULLION INSIDE RECTANGULAR SHAPE �-, 'GLAZING PRODUCT Sy ICAL MULLII ARRANGEMENTS W1+ W2- WiDTH (W) = RODUCT REVISED 2 - g certiplying with the Floris Building Code 18.62D.' Acceptance 140 F<nimtion gate By Mi E n 3 GLAZING VERTICAL ��•• ENS �: PRODUCT MULLION a z GLAZING GLAZING J PRODUCT PRODUCT k i S Sy ICAL MULLII ARRANGEMENTS W1+ W2- WiDTH (W) = RODUCT REVISED 2 - g certiplying with the Floris Building Code 18.62D.' Acceptance 140 F<nimtion gate By Mi E n L MULLION SPAN 3 GLAZING GLAZING ��•• ENS �: PRODUCT PRODUCT L MULLION SPAN C y o a O N o n m o 0 0 0 0 to 2 I a o .. drawing no. M04-04 sheet 3 of 9 ��•• ENS �: 7 92 a : ®� •. T TE ofIII I C y o a O N o n m o 0 0 0 0 to 2 I a o .. drawing no. M04-04 sheet 3 of 9 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'F' AND `G' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS ANCHOR TYPES A, B, C, D, E, AT HEAD/SILL/JAMBS ANCHOR TYPES F & G AT JAMBS ONLY DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF MULLION WINDOW DIMS. ( ANCHORS TYPE GLAZING ANCHORS TYPE WIDTH (W) MULL SPAN A ',-B--, C D E F G 19-1/8" 26-1/2" 30" 37" 42" 48' 54' 60' 66' 72' 38-3/8" 150.0 150.0 150.0 150.0 150.0 117.7 150.0 143.9 150.0 150.0 150.0 150.0 85.0 150.0 127.1 150.0 150.0 150.0 150.0 75.0 150.0 103.0 1 150.0 140.8 150.0 150.0 60.9 121.7 90.8 150.0 124.0 1 150.0 150.0 53.6 107.2 79.4 150.0 108.5 150.0 150.0 46.9 93.8 70.6 141.2 96.5 150.0 150.0 41.7 83.4 63.5 127.1 86.8 150.0 150.0 37.5 75.0 57.8 115.5 78.9 150.0 150.0 34.1 68.2 53.0 105.9 1 72.3 144.7 150.0 31.3 1 62.5 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66' 72' 50-5/8" 150.0 150.0 150.0 150.0 150.0 89.2 150.0 109.1 150.0 149.0 150.0 150.0 64.4 128.8 96.3 150.0 131.6 150.0 150.0 56.9 113.8 78.1 150.0 106.7 150.0 150.0 46.1 92.3 68.8 137.6 94.0 150.0 150.0 40.6 1. 81.3 60.2 120.4 82.3 150.0 150.0 35.6 71.1 53.5 107.0 73.1 146.2 150.0 31.6 63.2 48.2 96.3 65.8 131.6 150.0 28.4 56.9 43.8 87.6 59.8 119.6 139.3 25.9 51.7 40.1 80.3 54.8 109.7 127.7 23.7 47.4 19-1/8" 26-1/2" 30" 37" 42' 48• 54' 60" 66' 72" 58" 131.9 150.0 150.0 150.0 150.0 77.9 150.0 95.2 150.0 130.0 150.0 150.0 56.2 112.4 84.1 150.0 114.9 150.0 150.0 49.7 99.3 68.2 136.4 93.1 150.0 150.0 40.3 80.5 60.1 120.1 82.0 150.0 150.0 35.5 70.9 52.6 105.1 71.8 143.6 150.0 31.0 62.1 46.7 93.4 63.8 127.6 14.8.6 27.6 55.2 42.0 84.1 57.4 114.9 133.7 24.8 49.7 38.2 76.4 1 52.2 104.4 121.6 22.6 45.1 35.0 70.1 47.9 95.7 111.4 20.7 41.4 19-1/8' 26-1/2" 30' 37• 42" 48" 54" 66" 72" 63" 121.4 150.0 150.0 150.0 150.0 71.7 143.4 87.6 150.0 119.7 150.0 150.0 51.8 103.5 77.4 150.0 105.8 150.0 150.0 45.7 91.4 62.8 125.5 85.7 150.0 150.0 37.1 74.1 55.3 110.6 75.5 150.0 150.0 32.7 65.3 48.4 95.8 66.1 132.2 150.0 28.6 57.1 43.0 _86.0 58.8 117.5 136.8 25.4 50.8 38.7 77.4 ) 52.9 105.8 123.1 22.9 45.7 35.2 70.4 48.1 96.1 111.9 20.8 41.6 32.3 64.5 44.1 88.1 102.6 - 38.1 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'F' AND `G' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS ANCHOR TYPES A, B, C, D, E, AT HEAD/SILL/JAMBS ANCHOR TYPES F & G AT JAMBS ONLY VERTICAL DESIGN LOAD CAPACITY - PSF MULLION PR 2 GLAZING ANCHORS TYPE O PRODUCT WIDTH (W) MULL SPAN A B C D E F G 19-1/8" 26-1/2- 30" 37' 42" 48" 54" 60" 66" 72" 120" 63.7 127.5 87.1 150.0 150.0 37.6 75.3 46.0 92.0 62.9 125.7 146.4 27.2 54.3 40.6 81.3 55.5 111.0 129.3 24.0 48.0 33.0 65.9 45.0 90.0 104.8 - 38.9 29.0 58.1 39.7 79.3 92.3 - 34.3 25.4 50.8 34.7 69.4 80.8 - 30.0 22.6 45.2 30.8 61.7 71.8 - 26.7 20.3 40.6 27.8 55.5 64.6 - 24.0 - 36.9 25.2 50.5 58.8 - 21.8 - 33.9 23.1 46.3 53.9 - 20.0 19-1/8" 26-1/2- 30" 37" 42" 48" 54" 60" 66' 72" 132" 58.0 115.9 79.2 150.0 150.0 34.2 68.4 41.8 83.7 57.1 114.3 133.0 24.7 49.4 36.9 73.9 50.5 100.9 117.5 21.8 43.6 30.0 59.9 40.9 81.8 95.3 - 35.4 26.4 52.8 36.1 72.1 83.9 - 31.2 23.1 46.2 31.5 63.1 73.5 - 27.3 20.5 41.1 28.0 56.1 65.3 - 24.2 - 36.9 25.2 50.5 58.8 - 21.8 - 33.6 22.9 45.9 53.4 - - - 30.8 21.0 42.1 49.0 - - 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 144" 53.1 106.2 72.6 145.2 150.0 31.4 62.7 38.3 76.7 52.4 104.8 122.0 22.6 45.3 33.9 67.7 46.3 92.5 107.7 20.0 40.0 27.5 54.9 37.5 75.0 87.4 - 32.4 24.2 48.4 33.0 66.1 77.0 - 28.6 - 42.3 28.9 57.8 67.3 - 25.0 - 37.6 25.7 51.4 59.9 - 22.2 - 33.9 23.1 46.3 53.9 - 20.0 - 30.8 21.0 42.1 49.0 - - - 28.2 - 1 38.6 44.9 - - ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'F' AND `G' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS ANCHOR TYPES A, B, C, D, E, AT HEAD/SILL/JAMBS ANCHOR TYPES F & G AT JAMBS ONLY VERTICAL DESIGN LOAD CAPACITY - PSF MULLION PR 2 GLAZING ANCHORS TYPE O PRODUCT WIDTH (W) IMULL SPAN A B C I D E I F G 19-1/8" 26-1/2" 30' 37" 42" 48" 54' 60" 66" 72" 74-1/4' 103.0 150.0 140.8 150.0 150.0 60.8 121.7 74.4 148.7 101.6 150.0 150.0 43.9 87.8 65.7 131.4 89.7 150.0 150.0 38.8 77.6 53.3 106.5 72.8 145.5 150.0 31.4 62.9 46.9 93.8 64.1 128.2 149.2 27.7 55.4 41.1 82.1 56.1 112.2 130.6 24.2 48.5 36.5 73.0 49.8 99.7 116.1 21.5 43.1 32.8 65.7 44.9 89.7 104.5 - 38.8 29.9 59.7 40.8 81.6 95.0 - 35.3 27.4 54.7 37.4 74.8 87.1 = 32.3 19-1/8" 26-1/2" 30" 37' 42" 48" 54" 60" 66" 72" 84" 91.1 150.0 124.4 150.0 150.0 53.8 107.6 65.7 131.5 89.8 150.0 150.0 38.8 77.6 58.1 116.1 79.3 150.0 150.0 34.3 68.6 47.1 94.1 64.3 128.6 149.7 27.8 55.6 41.5 82.9 56.7 113.3 131.9 24.5 49.0 36.3 72.6 49.6 99.1 115.4 21.4 42.9 32.3 64.5 44.1 88.1 102.6 - 38.1 29.0 58.1 39.7 79.3 92.3 - 34.3 26.4 52.8 36.1 72.1 83.9 - 31.2 24.2 48.4 33.0 66.1 77.0 - 28.6 19-1/8" 26-1/2' 30' 37" 42' 48" 54" 60" 66" 72" 96" 79.7 150.0 108.9 150.0 150.0 47.1 94.1 57.5 115.0 78.6 150.0 150.0 34.0 67.9 50.8 101.6 69.4 138.8 150.0 30.0 60.0 41.2 82.4 56.3 112.5 131.0 24.3 48.6 36.3 72.6 49.6 99.1 115.4 21.4 42.9 31.8 63.5 43.4 86.8 101.0 - 37.5 28.2 56.4 38.6 77.1 89.8 - 33.3 25.4 50.8 34.7 69.4 80.8 - 30.0 23.1 46.2 31.5 63.1 73.5 - 27.3 21.2 42.3 28.9 57.8 67.3 - 25.0 19-1/8" 26-1/2" 30" 37" 42" 48' 54" 60" 66" 72" 108" 70.8 141.7 96.8 150.0 150.0 41.8 83.7 51.1 102.2 69.8 139.7 150.0 30.2 60.4 45.2 90.3 61.7 123.4 143.6 26.7 53.3 36.6 732 50.0 1 100.0 116.5 21.6 43.2 32.3 64.5 44.1 88.1 102.6 - 38.1 28.2 56.4 38.6 77.1 89.8 - 33.3 25.1 50.2 34.3 68.5 79.8 - 29.6 22.6 452 30.8 61.7 71.8 - 26.7 20.5 41.1 28.0 56.1 65.3 - 24.2 - 37.6 i 25.7 1 51.4 59.9 - 22.2 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'F' AND `G' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS ANCHOR TYPES A, B, C, D, E, AT HEAD/SILL/JAMBS ANCHOR TYPES F & G AT JAMBS ONLY ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE z i n ItfW%cT vagm$ 'wa* VERTICAL MULLION PR 2 GLAZING GLAZING O PRODUCT PRODUCT 3 2 ANCHOR TYPES A B. C. D, E. 4 °s`, Oa `K gimme prat ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE z i n ItfW%cT vagm$ 'wa* PR Fy ANCHOR TYPES A B. C. D, E. 4 °s`, Oa `K gimme prat AT HEAL)/SILL/JAMBS TYPICAL MULLIO ARRANGEMENTS �, `; �� PRODUCT EVISED ; WIDTH (W) = W1 + W2 2 ,S cag with the Florida Building Code Accepunce 140 EXpifatipn.r>;�:Abrq �U w 0 I v Z aro 0 Z z zi Q N o Q�N-10� ♦�• N X ul h rl sXy� Vo -Hf�• m V�¢m o •i IL o Q oA a�� G to • �4ti3D U. 1Q A�LL. z (D • , 0 u� I W M Z so O J o J � D W J W m (V F- V) u� 7-) p��OI° Z Z zi Z o J O Q (/)�Q J Wr0<F N0 C �o 0 o N O o O O O q) 0 W W C9 S 0 N O I Ix o a � a r o Jt V a drawing no. M04-04 sheet 4 of 9 1/4' DIA ULTRACONS 'R CLIP (1 ON EACH WING) ' IN. .. k-5 •. N 1/4- DIA. ULTRACONS 1 PER ANGLE jl Ij II II I t --JI FLOATING CUP 1 BY 1 r, I SNUG FIT INSIDE MULL (OOD BUCK 11 11 LJ 114 SMS I I 1-3/4' O.C. MIN. I I 2 PER ANGLE 1/4' DIA. ULTRACONS FA 2 PER CUP (1 ON EACH WING) Ii H I II L2X2X 1/8' U LI ALUM ANGLE I I I I 1/4- DLA. ULTRACONS 1 PER ANGLE II II \BY j I I j FLOATING CUP )OD L -J, SNUG FIT INSIDE MULL WOOD I I I 1 TRUCTURE �I J14 SMS I I 1-3/4' O.C. MIN. I I 2 PER ANGLE ANCHOR LOCATION ANCHORS TYPE 'A' 2 X 2 X 1/8' ALUM ANGLE 1/4' DIA. ULTRACONS Ed. H WI 2 1/4' MIN. 4 PER CUP (2 ON EACNG) TYP. - •� MIN. .., .. •' , . • • .. • .' , . y.V W 1/4' DIA. ULTRACONS o 2 PER ANGLE Z �, 2 40 • CO O N O ... W N iL D jl Ij � � II II II II j LJ j FLOATING CUP I I I I 1 BY 1 �� I SNUG FIT INSIDE MULL I I I I WOOD BUCK 11 11 li U 11 i1 #14 SMS 1-3/4" O.C. MIN. I I I I 2 PER ANGLE I I 1/4' DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1/4- DLA. ULTRACONS 2 PER ANGLE X 11 II < II II II II II II j L J j [FLOATING CUP 2 SNUG FIT INSIDE MULL I I I I L VOOD BUCK 11 11 u u J I I J14 SMS I I I I 1-3/4' O.C. MIN. I I I I 2 PER ANGLE I I • 2043 1r; RODUCT REifiIMM I's cemPt iag with the no1'1& 1/4- DIA. ULTRACONS BY ' ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN" EDGE DIST. MIN. -EMBEDMENT ( WOOD j Li" CONCRETE } t 2-1/2' Aex�g�i_.>sc¢ iLa t� EagirWt} i?264 024 WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. 6 0.55 MIN. CONCRETE = f'c = 3000 PSI MIN. PRODUCT REVISED as comojing With the Fk6& Building Code IB^ow-w ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. Acceptance 130 CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Expifation Dale WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Y ivliemi a Product ril ril U U 2 S (a `\111111111//, � N 010, - o a ®• A OF • EC, drawing v no. �'���,�s• O tOP' ��\�� M04-04 sheet 5 of 9 00"0 004 II. 0 5 LL v 4i rl • •• �< dOI • 2X2X 1/8' ALUM ANGLE Q (� W rj F O (co, • ID � N Z mo J m5 W 4� . � Z I M 0 O J J 1 o n Z) 8 W LLJ 0] J D F- C14 N N Z M �i J � _Z 3ZIlo 2X 2ANGL/8w Q v NALU B W rn m Wj ril ril U U 2 S (a `\111111111//, � N 010, - o a ®• A OF • EC, drawing v no. �'���,�s• O tOP' ��\�� M04-04 sheet 5 of 9 1/4' DIA. ULTRACONS 1/4" DIA. ULTRACONS Ed. 2 PER CUP (1 ON EACH WING) 1 PER ANGLE IN.^ t I II II II 11 II UP 11 II I LJ FLOATING CUP I I I I 1"I SNUG FIT INSIDE MULL I I I I 2 X 2 X 1/8" 11 II II II ALUM ANGLE --------- II I X14 SMS �J I I I I I 1-3/4" O.C. MIN. I I I I I I 2 PER ANGLE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I 4 A N N 8 IL---------- I 1 ALTERNATE ANCHOR LOCATION I I I I I I I I I I I 1 r1 I I :•. 3• MIN. —1/4- DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4" DIA. ULTRACONS 1/4" DIA. ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) 2 PER ANGLE VLLJ N o 1 v 0 Z o r IN. � � .^ c F3� • 1 •3" ':. . I'•: I..':. I.•. •. •. I• �� N J IL v U) I— jl II II, O V y 0 m W I I I I /2"(2) d N Ij Ln 0 h li ij N I I I I d N ILJI I I I Ij„i 4 I� �I II II 2 X 2 X 1/8" O rU) ti O t? 0 d � � I ALUM ANGLE I I J �-------------� � � (' m 00 D Z FLOATING CLIP jU SNUG FR INSIDE MULL D � It j 3" j N a ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. I I I I I I Q i a 0 I I I I #14 SMS I I I I I 4 PER ANGLE � Z N- o• i O• WATER—WHITE METHACRYLATE LACQUER. I I I I I I I .J OOQ U Q W cn rr0 r m LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS Ed. � Z 'O M m MJ v N � � .^ c F3� • 1 I I I I W m "� uj + I— vi �� I I I I /2"(2) Ln I I1 I 1 0 d � � CONCRETE = f'c 3000 PSI MIN. ----- —J L— ------ 1 Z m 0I Z J �° j 3" j �Zu- ui ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ExpisationD�e l CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 0 WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR By 1 WATER—WHITE METHACRYLATE LACQUER. laJ rr0 r LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'D' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS cy i N %0 N 0592 — IL ®� , ATE OF •��� drawing no. ss ORIDP.•®. M04-04 i���►19VAI,1\\\� sheet 6 of 9 RODU "0' MEW* d& � � .^ c F3� • 1 1/4' DIA. ULTRACONS BY ' ELCO' i! ULTRACONS MAY BE HEX OR FLAT HEADS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENTs'�"r*�� CONCRETE 2-1/2` 1-3/4" CONCRETE = f'c 3000 PSI MIN. PRODUCT REVISED . complying with ft Fk6ds FwildingCode I9-a�D5.o5 IPSO Cept.,,. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. ExpisationD�e l CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR By 1 WATER—WHITE METHACRYLATE LACQUER. Mi i ade Product cy i N %0 N 0592 — IL ®� , ATE OF •��� drawing no. ss ORIDP.•®. M04-04 i���►19VAI,1\\\� sheet 6 of 9 5/16" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 5/16- DIA. ULTRACONS 2 PER ANGLE y +LJI N Till', ------- FLOATING CUPLJSNUG FIT INSIDE MULLX14 SMS I I I I 4 PER ANGLE I I I I I I j I I I I I I I I I I I I I I I I A 2 X 2 X 1/8' ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 3-1/8' 2' CONCRETE - Vc - 3000 PSI MIN. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. *F,.a�r- .- ;s pRODtJCT REVISED as ..,Ply with the Florida kala iso tg-pz05• Accep , gx iratioa Date j; •' " �, By pm&wt 1 mi y�U W 0 Z °0 r I 6 M c� ��o•, " • .4a•E: . .tea • .. 006 am.�tv � . w •..•.. •• •• �•¢ IN O •• 0000•• LL' .Q.41D G •� • • Ny0 N • • W 99 z li It"O u. • • • 0000•• iLz0gm•• .� • QWCR) 2F I V) Z 0 J o Lv J W m Of H vi 0 0 r� Z Q viLr) �v I W P) Ln n w 0 = N N V H U W O O CL Li U a 210 a d z z > \\`11111111/// ��` �B'• SCE �i m u Or N � 11 v o � X = v` drawing no. RID��®�; M04-04 sheet 7 of 9 Fd ANCHOR LOCATION 1/4- DIA. ULTRACONS 1 PER ANGLE I j j LJ I FLOATING CUP Tul' SNUG FIT INSIDE MULL I IJ14 SMSu 1-3/4" O.C. MIN. I I I 2 PER ANGLE 1, I ANCHORS TYPE 'F' AT JAMBS ONLY 2 X 2 X 1/8 - ALUM ANGLE r'A 1/4- DIA. ULTRACONS 2 1/4' MIN. 4 PER CUP (2 ON EACH WING) 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2- 1 1-1/4" MASONRY — C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. ALL CUPS AND ANGLES TO FR 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 LACQUER. 1/4- DIA. ULTRACONS 2 PER ANGLE ,I 1, ,I I, FLOATING CUP I I I I SNUG FIT INSIDE MULL I 1 I I II 11L u u J X14 SMS I I 1-3/4" O.C. MIN. 1 I I I 2 PER ANGLE I I ANCHORS TYPE 'G' AT JAMBS ONLY N&vr-4' ' PRODUC'r REVISED as c6ttt*jr* with the Florida Suildngco& T8-tf�5•d5 Agcenttmm ho tGi - . Ezgilal' Date • l By ade Product Mian` Jt iS� e) ) h 3 w 0 0 I Z � r00• � C .air ` 0 . Eat QN M • • 2 X 2 X 1/8" ufl.W • ALUM ANGLE d 0 tom o° . . a�4 0 N �p • 0 H g _ QjZj N ' Q W 001E H • • Go LO I N M Z m 0 J o v W i W m � ~ (V F— (n N .d- ;3- 0 Z Z J ro m Z W o J O to W rin E r 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHOR LOCATION 1/4- DIA. ULTRACONS 1 PER ANGLE I j j LJ I FLOATING CUP Tul' SNUG FIT INSIDE MULL I IJ14 SMSu 1-3/4" O.C. MIN. I I I 2 PER ANGLE 1, I ANCHORS TYPE 'F' AT JAMBS ONLY 2 X 2 X 1/8 - ALUM ANGLE r'A 1/4- DIA. ULTRACONS 2 1/4' MIN. 4 PER CUP (2 ON EACH WING) 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2- 1 1-1/4" MASONRY — C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. ALL CUPS AND ANGLES TO FR 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 LACQUER. 1/4- DIA. ULTRACONS 2 PER ANGLE ,I 1, ,I I, FLOATING CUP I I I I SNUG FIT INSIDE MULL I 1 I I II 11L u u J X14 SMS I I 1-3/4" O.C. MIN. 1 I I I 2 PER ANGLE I I ANCHORS TYPE 'G' AT JAMBS ONLY N&vr-4' ' PRODUC'r REVISED as c6ttt*jr* with the Florida Suildngco& T8-tf�5•d5 Agcenttmm ho tGi - . Ezgilal' Date • l By ade Product Mian` Jt iS� e) ) h 3 w 0 0 I Z � r00• � C .air ` 0 . Eat QN M • • 2 X 2 X 1/8" ufl.W • ALUM ANGLE d 0 tom o° . . a�4 0 N �p • 0 H g _ QjZj N ' Q W 001E H • • Go LO I N M Z m 0 J o v W i W m � ~ (V F— (n N .d- ;3- 0 Z Z J ro m Z W o J O to W rin E r •• Cr N Ad i u v • S TE OF .��� drawing no. t�\ sheet 8 of 9 // f �AL •• (DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW. DIMS. I `ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WINDOW DIMS. ANCHORS QUANTITY WIDTH (W) MULL SPAN ( 2 3 4 WIDTH (W) MULL SPAN 2 3 4 WIDTH (W) MULL SPAN 2 3 4 19-1/8" 26-1/2- 30" 37" 42" 48' 54' 60' 66" 72" 38-3/8" 150.0 150.0 150.0 19-1/8" 26-1/2- 30" 37" 42' 48' 54" 60" 66" 72" 84" 150.0 150.0 150.0 19-1/8" 26-1/2* 30" 37" 42' 48" 54" 60" 66" 72' 144" 93.7 140.5 150.0 150.0 150.0 150.0 115.9 150.0 150.0 67.6 101.4 135.2 150.0 150.0 150.0 102.4 150.0 150.0 59.7 89.6 119.5 150.0 150.0 150.0 83.0 124.5 150.0 48.4 72.6 1 96.9 150.0 150.0 150.0 73.1 109.7 146.3 42.7 64.0 85.3 140.1 150.0 150.0 64.0 96.0 128.0 37.3 56.0 74.7 124.5 150.0 150.0 56.9 85.3 113.8 33.2 49.8 66.4 112.1 150.0 150.0 51.2 76.8 102.4 29.9 44.8 59.7 101.9 150.0 150.0 46.5 69.8 93.1 27.2 40.7 54.3 93.4 140.1 150.0 42.7 64.0 85.3 24.9 37.3 49.8 19-1/8" 26-1/2- 30" 37" 42' 48" 54" 60" 66" 72" 50-5/8" 1 150.0 150.0 150.0 19-1/8" 26-1/2- 30" 37" 42" 48' 54" 60• 66" 72" 96" 140.5 150.0 150.0 TUBES AS OF CAULK MAY BE NOTCHED SHOWN TO ALLOW CUP ANGLE JOINT AFTER INSTALLf ASSEMBLY THIS SCR INSTALLEI DIRECTICRECTIC 150.0 150.0 150.0 101.4 150.0 150.0 150.0 150.0 150.0 89.6 134.4 150.0 137.8 150.0 150.0 72.6 109.0 145.3 121.4 150.0 150.0 64.0 96.0 128.0 106.2 150.0 150.0 56.0 84.0 112.0 94.4 141.6 150.0 49.8 74.7 99.6 85.0 127.4 150.0 44.8 67.2 89.6 77.2 115.8 150.0 40.7 61.1 81.5 70.8 106.2 141.6 37.3 56.0 74.7 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 58" 150.0 1 150.0 150.0 19-1/8" 26-1/2" 30" 37" 42' 48" 54' 60" 66" 72" 108" 124.9 150.0 150.0 150.0 150.0 150.0 90.2 135.2 150.0 148.3 150.0 150.0 79.6 119.5 150.0 120.2 150.0 150.0 64.6 96.9 129.2 105.9 150.0 150.0 56.9 85.3 113.8 92.7 139.0 150.0 49.8 74.7 99.6 82.4 123.6 150.0 44.2 66.4 88.5 74.2 111.2 148.3 39.8 59.7 79.6 67.4 101.1 134.8 36.2 54.3 72.4 61.8 92.7 123.6 33.2 49.8 66.4 19-1/8" 26-1/2" 30" 37" 42" 48" 54' 60" 66" 72' 63" 150.0 150.0 150.0 19-1/8" 26-1/2" 30' 37' 42" 48" 54' 60' 66" 72" 120" 112.4 150.0 150.0 150.0 150.0 150.0 81.1 121.7 150.0 136.5 150.0 150.0 71.7 107.5 143.4 110.7 150.0 150.0 58.1 87.2 116.2 97.5 146.3 150.0 51.2 76.8 102.4 85.3 128.0 150.0 44.8 67.2 89.6 75.9 113.8 150.0 39.8 59.7 79.6 `68.3 1 102.4 136.5 35.8 53.8 71.7 62.1 93.1 124.1 32.6 48.9 65.2 56.9 85.3 113.8 29.9 44.8 59.7 19-1/8" 26-1/2" 30" 37" 42" 46" 54' 60" 66" 72" 74-1/4' 150.0 150.0 150.0 19-1/8" 26-1/2" 30" 37" 42' 48" 54' 60" 66" 72" 132" 102.2 150.0 150.0 131.1 150.0 150.0 73.8 110.7 147.5 115.8 150.0 150.0 65.2 97.7 130.3 93.9 140.9 150.0 52.8 79.3 105.7 82.7 124.1 150.0 46.5 69.8 93.1 72.4 108.6 144.8 40.7 61.1 81.5 64.4 96.5 128.7 36.2 54.3 72.4 57.9 86.9 115.8 32.6 48.9 65.2 52.7 79.0 105.3 29.6 44.4 59.2 48.3 72.4 96.5 27.2 40.7 54.3 #14 SMS METAL STRUCTURE 2, 3 OR 4 ANCHORS OR SEE CHART FOR CAPACITY FTUBE MULLION 010 FH SMS f II 2/ SIDE I I 1/8' THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBE MULLION I I I I #14 FH SMS 1-1/2" O.C. MIN. ACCESS HOLE SEE CHART FOR CAPACITY TION i S _W CAN BE IN EITHER I 110 FH SMS N I 2 PER CUP I I I 1" O.C. MIN. I I i I 1-3/4" X 2" X 1/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE I I I METAL STRUCTURE OR TUBE MULLION I I I I I I I I I I ANCHORS DETAIL #1 METAL TO METAL CONNECTION J14 SMS/TEKS SUBSTRATE lEd. = MIN. EDGE DIST. MIN. CL TO CL SPACING METAL 5/8" 1 1/2" METAL s 1/8" MIN. THK. STEEL Fy - 36 KSI MIN. 1/8- MIN. THK. ALUMINUM (6063-T6 MIN.) ;R430m€^T MNEW f[T ;s eemplAug with tam PRODUCT REVISED '#a.4di= 7 Cree ^� :s cemptying with the Floods Av;t'4„ i r e NO 040 .10 luitding Code EnpDrag �4" �7�.gyiamj- ptancc 14018+0'L�5.C5 L3 ad DatePnPYA Die _ Dade Proddct BE to I � o Z � O J o M < LJ J W m Q_ O 4 to p n n Z z 3 �_j Z u- o Q InL0� WP)m - W �i ro e o 05 0 o � � 7 _ T r0 .; r v a u OF ��� drawing no. �RIoP.• '�®.`� M04-04 AL 111,11 sheet 9 of 9 � to m • � IL uppp p �r •• • � Le • • armm • •• u ;• ••••i I• •• ••••� aQ•p • ••••�• < _ pyp 0 N • ; Q: Z OJ N • • • • LL�1LL to Z � • • • • O 2 • Q W M F to I � o Z � O J o M < LJ J W m Q_ O 4 to p n n Z z 3 �_j Z u- o Q InL0� WP)m - W �i ro e o 05 0 o � � 7 _ T r0 .; r v a u OF ��� drawing no. �RIoP.• '�®.`� M04-04 AL 111,11 sheet 9 of 9 � MODELS CLOPAY GALLERY HOLMES ARTISTRI IDEAL EXPRESSIO SEE D 'GRAND C 0 T -STRUT. U -BAR. u C U -BAR, T -STRUT. W x 0: g U -BAR. X T -STRUT.' T -STRUT. 4 I 3 SHORT SHEET: GD4S, GR4S 1 OF 4 AR4S THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2010 FBC, ED4S THE FIFTH EDITION FBC, AND THE SIXTH EDITION FBC. 2 REVISIONS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 02 S1:C3-4 06/10/14 - SH ADDED OPTIONAL LOUVER VENTS. 03 - 2/2015 - SH ADDED CODE COMPLIANCE STATEMENT. 04 — 07/17/17 — SH UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDI 104 0000•• DOOR HEIGHT — - >-4#-OF t SECTIONS t UP TO 8'0' 20 GA. INTERMEDIATE STILES BETWEEN EACH EMBOSS, OPTIONAL IMPACT RESISTANT GLAZING. MAXIMUM 5 ATTACHED WITH TOG—L—LOCS (TOP AND BOTTOM) GLAZING SIZE (DLO) IS 16-1/2"x13". SEE 14'3' T❑ AND URETHANE ADHESIVE (ALONG CENTER). SECTION B -B ON THIS SHEET FOR DETAILS. (2) 12 GA. GALV. STEEL TOP ROLLER A LOCKING Degrees = d:1/2' Unless Stated Otherwise DIMENSIONS ARE IN INCHES. BRACKETS. SEE SECTION A -A ON SHEET SHEET 1 OF 4 SIZE LJ VER: M -D 2 TWO FOR DETAILS. THE U -BAR MAY BE MOVED TO THE BOTTOM OF THE LITE SECTION AS SHOWN. IF SO, THE TOP OF THE SECTION BELOW THE LITE SECTION MUST HAVE A 3" U -BAR. 3" 20 GAGE 80 KSI MIN. U -BARS ON THE TOP OF EVERY OTHER SECTION, STARTING WITH THE SECOND SECTION FROM THE BOTTOM. U -BARS ARE NOT REQUIRED ON DOORS F-1 7_1 I WHERE ALL SECTIONS ARE 21" SECTION HEIGHT. VIEW "B". VIEW "C". TWO POINT LOCKING INTO TRACK. 16 GA. MIN. GALV. STEEL END STILES. DOOR HEIGHT — - >-4#-OF t SECTIONS t UP TO 8'0' 4 8'3' TO 10'0' 5 10'3' TO 12'0' 6 12'3' TO 14'0' 7 14'3' T❑ MAX SECTION HEIGHT: 24' 0111nu11,,1 0 i 0 86 STATE OF 4 OR NV DESIGN ENGINEER! SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 6 DOOR WIDTH - A E INSIDE ELEVATIONS PRODUCT RENEWED as complying with the Florida Building Code--- NOA-No. ( 1"522.02 Expiration teO8/01/2023 By Miami a Prodau:t Control SLIDE BOLT LOCK END ENGAGES INTO STILE. VERTICAL TRACK. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED HANDLE. INSIDE SLIDE BOLT LOCK OPTION. (2) STACKED 12 GA. 1-1/2" X 5" LHR BRACKET. LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN PER VEHICLE. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. END STILE. �— INSIDE HANDLE OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION. 4 I 3 IMPACT—RESISTANT CONSTRUCTION: •••• SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT—RESISTANT Gt4701t4) *ARE IMPACT—RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM FRONT FRAME AND SABIC INNOVATIVE PLASTICS LEXAN MR10, AN APPROVED 'Ct: PCASTIC IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED C1 PLASTIC IN ACMIRDARCE WITH FBC 2612. 000000 THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION 24EETS ;THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE— AND SMALL—MISSILE IMPACT RESISTANT. • • • SFCTION B -B (IMPACT -RESISTANT GLAZING OPTION) EXTERIOR OF DOOR. STEEL PAN DOOR SECTION. SABIC SILGLAZE II SC52800 ADHESIVE. DECORATIVE FACADE. INTERIOR OF DOOR. (12) #8-18 x 1/2" SELF -TAPPING SCREWS. L� (8) #8-18 x 1/2" TEK SCREWS. J 1/4" THICK POLYCARBONATE END GLAZING. STILE. EXTRUDED PLASTIC RETAINER. ALUMINUM FRAME, MITERED AND JOINED AT CORNERS WITH DIE-CAST ZINC CORNER KEYS. MANUFACTURING PRDDUCT CODE PAN -2F443 OUTSIDE DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F. PART NO.: N/A ^ HANDLE. LOCK BAR Unless Stated Otherwise =11 8585 Duke Boulevard WINDLDAD RATING ~ ENGAGES IN TOLERANCES are � Clopay Mason, OH 45040 USA \ / Q D P 4 6 T TRACK ON Tel. No. 513-770-4800 EACH SIDE 0 = ±.031 Building Products Company Fax No. 513-770-4853 W o OF DOOR. .00 = t.015 DESCRIPTION: 2" GALLERY PAN DOORS 16'2"W (SEE TABLE) .000 = ±.005 OUTSIDE KEYED LOCK WITH .0000 = f.00l DRAWN BY:SH DATE: 5/11/13 SCALE: NTS DWG.R SCK BAR LOCKING Degrees = d:1/2' Unless Stated Otherwise DIMENSIONS ARE IN INCHES. CHECKED BY: SH DATE: 5/1/13 DWG. NO.: 104791 SHEET 1 OF 4 SIZE LJ VER: M -D 2 1 4 MODELS SHORT CLOPAY GD4S, GR4S GALLERY HOLMES AR4S ARTISTRY s IDEAL EXPRESSIS ED4S SEEON SHEET 4 FOR D "GRAND HARBOR' MODELS, r— HORIZONTAL (TOP) JAMB C C 0 I 3 I SHEET: REVISIONS 2 OF 4 REV. NO.1 ZONE: I DATE: I ECN NO.1 APPVD: I DESCRIPTION 04 1 — I — I — I — I SEE REVISION HISTORY ON SHEET ONE. :JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES: 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACY.' TO THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +368 LB & —416 LB. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS hO USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT /KI^T Tn or- Ii Crl rnD ATreruurnrr nc TDAr'V AWN F7 Tr) '?„a VFRTlr.AI .IAMBS OR SUPPORTING STRUCTURE) (NO LOAD FROM UOOR) MAXIMUM = � � o P .0 = FASTENER TYPE MAX. O.C. 2x6 VERTICAL JAMB ON—CENTER .00 = ±.015 DESCRIPTION: 3 I SHEET: REVISIONS 2 OF 4 REV. NO.1 ZONE: I DATE: I ECN NO.1 APPVD: I DESCRIPTION 04 1 — I — I — I — I SEE REVISION HISTORY ON SHEET ONE. :JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOTES: 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACY.' TO THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +368 LB & —416 LB. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS hO USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT /KI^T Tn or- Ii Crl rnD ATreruurnrr nc TDAr'V AWN F7 Tr) '?„a VFRTlr.AI .IAMBS OR SUPPORTING STRUCTURE) x FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON—CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2", EXCLUDING STUCCO THICKNESS. ♦♦`�,O�tt HAM/4T NoFIT! � � ST�TE OF ` ��rr111 n 11\\\ DESIGN ENGINEER: SCOTT HAMILTON, P.E. FIORIDA LICENSE No. 6 SHIP JOINT r— 4" VIEW "D" 4" TALL TAPER STRUT. 4-1/4" 0.062" MIN. GALV. STE L 80 KSI MIN. 24 GA. DDS STEEL (MIN. 0.022" THICK AND MIN. YIELD 37.3 KSI .) EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. #14x5/8" SHEET METAL SCREWS 0 0 0 0 PRODUCT RENEWED as complying with the Florida 00 0 0 Building Code 1/4"x3/4" SELF NOA-No. 18-0522.02 0 O TAPPING SCREWS. 0 Expiration 08/01/2023 14 GA. END HINGES 1818 GA�MIN)INTERMEDIATE HINGE INTERMEDIATE HINGE By VI "B' VIEW "C.. Miami - e Product Control •••••• • • (2) 12 GA. GALV. STEEL TO;:::. • ROLLER BRACKETS (2-1/2" x,.,•' ;" 5-3/8"). EACH BRACKET ATTk;Vf-P• -W/(4) #14x5/8" SHEET METJI, • • • SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET 1/4"0/2" BOLTS AND NUTS PER BRACKET_ • • • a • • 3" TALL X 20 GA. GALV. 80 KSI STEEL ••• U -BAR. ONE U -BAR AT THE TOP OF THE SECOND SECTION AND EVERY OTHER SECTION AFTER THAT. THE U -BAR MAY BE MOVED TO THE BOTTOM OF THE LITE SECTION. THE TOP OF THE SECTION BELOW THE LITE SECTION MUST HAVE A 3" U -BAR. ATTACH WITH TWO 1/4"x3/4" SELF TAPPING SCREWS PER HINGE LOCATION. U -BARS ARE NOT REQUIRED ON DOORS CONSISTING OF ALL 21 " SECTIONS - 4 GA. GALV. ROLLER HINGE. SEE VIEW "B". DNE 4" T -STRUT PER SECTION. .SEE VIEW "D") EACH T -STRUT ATTACHED AT EACH HINGE LOCATION NITH (2) 1/4"x3/4" SELF TAPPING SCREWS. GA. GALV. STEEL BOTTOM BRACKET 1/2" x 5-1/2") ATTACHED WITH #14x5/8" SHEET METAL SCREWS. NUM EXTRUSION & VINYL WEATHERSTRIP. -SECTION A—A ASIDE VIEW: MANUFACTURING PRODUCT CODE PAN -2F443 DEmSIGN LOADS: +460 P.S. & -52,0 P.S. PART NO N/A Unless Stated Otherwise MAXIMUM = � � o P .0 = ±.031 ON—CENTER .00 = ±.015 DESCRIPTION: DISTANCE STEEL .0000 = BETWEENw WASHERS BUILDING TYPE FASTENER TYPE FASTENERS REQUIRED? HOLLOW CMU BLOCK WALL 1/4" x 1-1 4" MIN. EMBED ULTRACON CONCRETE ANCHOR 4-1/2" 1" O.D. GROUT—FILLED CMU BLOCK 1 4 x 1-3 4" MIN. EMBED ULTRACON CONCRETE ANCHOR 7-1 2 1" O.D. 2000 PSI MIN. CONCRETE 1 4 x 1 MIN. EMBED ULTRACON CONCRETE ANCHOR 6-1 4 1" O.D. 2000 PSI MIN. CONCRETE 14 x 1 MIN. EMBED TAPCON CONCRETE ANCHOR 3-1 2' 1" O.D. 2000 I 3 8" X 1-3/4' MIN. EMBED WEJ—IT ANKR TITE SLEEVE ANCHOR — INCLUDED 4000 I MIN. CONCRETE 3/8" X 1-3/4" MIN. EMBED—T ANKR TITE SLEEVEANCHOR 4" INCLUDED wnnn FRAMEY 0.5 1/2" x 3" LAG S G —5/8" EMBED INTOSTRUCTURE 114-3/4" 1 O.D. x FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON—CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2", EXCLUDING STUCCO THICKNESS. ♦♦`�,O�tt HAM/4T NoFIT! � � ST�TE OF ` ��rr111 n 11\\\ DESIGN ENGINEER: SCOTT HAMILTON, P.E. FIORIDA LICENSE No. 6 SHIP JOINT r— 4" VIEW "D" 4" TALL TAPER STRUT. 4-1/4" 0.062" MIN. GALV. STE L 80 KSI MIN. 24 GA. DDS STEEL (MIN. 0.022" THICK AND MIN. YIELD 37.3 KSI .) EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. #14x5/8" SHEET METAL SCREWS 0 0 0 0 PRODUCT RENEWED as complying with the Florida 00 0 0 Building Code 1/4"x3/4" SELF NOA-No. 18-0522.02 0 O TAPPING SCREWS. 0 Expiration 08/01/2023 14 GA. END HINGES 1818 GA�MIN)INTERMEDIATE HINGE INTERMEDIATE HINGE By VI "B' VIEW "C.. Miami - e Product Control •••••• • • (2) 12 GA. GALV. STEEL TO;:::. • ROLLER BRACKETS (2-1/2" x,.,•' ;" 5-3/8"). EACH BRACKET ATTk;Vf-P• -W/(4) #14x5/8" SHEET METJI, • • • SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET 1/4"0/2" BOLTS AND NUTS PER BRACKET_ • • • a • • 3" TALL X 20 GA. GALV. 80 KSI STEEL ••• U -BAR. ONE U -BAR AT THE TOP OF THE SECOND SECTION AND EVERY OTHER SECTION AFTER THAT. THE U -BAR MAY BE MOVED TO THE BOTTOM OF THE LITE SECTION. THE TOP OF THE SECTION BELOW THE LITE SECTION MUST HAVE A 3" U -BAR. ATTACH WITH TWO 1/4"x3/4" SELF TAPPING SCREWS PER HINGE LOCATION. U -BARS ARE NOT REQUIRED ON DOORS CONSISTING OF ALL 21 " SECTIONS - 4 GA. GALV. ROLLER HINGE. SEE VIEW "B". DNE 4" T -STRUT PER SECTION. .SEE VIEW "D") EACH T -STRUT ATTACHED AT EACH HINGE LOCATION NITH (2) 1/4"x3/4" SELF TAPPING SCREWS. GA. GALV. STEEL BOTTOM BRACKET 1/2" x 5-1/2") ATTACHED WITH #14x5/8" SHEET METAL SCREWS. NUM EXTRUSION & VINYL WEATHERSTRIP. -SECTION A—A ASIDE VIEW: MANUFACTURING PRODUCT CODE PAN -2F443 DEmSIGN LOADS: +460 P.S. & -52,0 P.S. PART NO N/A Unless Stated Otherwise TOLERANCES are = � � o P .0 = ±.031 Building Products Compo .00 = ±.015 DESCRIPTION: .000 = ±.005 .0000 = ±.001 DRAWN BY: SH Degrees = t 1/2' CHECKED BY: Unless Stated Otherwise DIMENSIONS ARE IN INCHES. DWG. 8585 Duke Boulevard WINDLOAD RATING y51 Masan, 45040 USA W 8 D P 4 6 T Tel. Na. 513-770-4800 1 Fox No. 513-770-4853 2" GALLERY PAN DOORS 16'2"W (SEE TABLE) =DATE: 5/1/13 SCALE: NTS I DWG.R SH DATE: 5/1/13 SHEET 2 OF 4 ISIZE L NO.: 104791 VER: M -D D • I 101 /.1 3" TRACK CONFIGURATION DOORS 800 LBS AND OVER. 4 72 B as complying with the Florida 9'-0" MODELS SHORT Building Code 12 -0 132 CL❑PAY GD4S, GR4S • 0000•• GALLERY Expiration Da 08/01/2023 SCALE: NTS DWG. R H❑LMES AR4S SHEET 3 OF 4 Miami -Dade Product Control = ARTISTRY Unless Stated Otherwise DIMENSIONS ARE IN INCHES. DWG. NO.: 104791 VER; M -D IDEAL ED4S • •0.0•0 EXPRESSIONS • SEE SHEET 4 FOR NOTE: TRACK CONFIGURATION ABOVE THE D Y GRAND HARBOR' MODELS. DOOR OPENING DOES NOT AFFECT THE •0000• • 000 0 WIND LOAD RATING OF THIS DOOR_ • 2" TRACK CONFIGURATION TERBALANCE SYSTEM 00 DOORS UP TO 800 LBS. 0000 • 0000• _ STEEL FLAG BRACKET ATTACHED TO (3) 5/16" X 1-5/8" LAG SCREWS r • •• 0000. ACK WITH (2) 1, RIVETS. x Li AS ROD: SPACING NTE 14" O.C. •00 ••000• - STOP MOULDING BY DOOR INSTALLER (TO SUIT). x • 0 63" 2" GALV. STEEL TRACK, GA. GALV. STEEL END STILE. 0 II TRACK THICKNESS: 0.083". /-16 18 GA, GALV. STEEL DOUBLE END STILE. 50" • • • • • • 20 GA. MIN. GALV. STEEL INTERM. STILE. = w ,.L.. • • 0 • = TYP. 2-1/2" X 12 GA GALV. C zSTEEL TRACK BRACKETS, • • • 18 GA. GALV. STEEL INTER. zATTACHED TO JAMB WITH (1) • HINGE FASTENED TO CENTER 0 5/16" X 1-5/8" LAG SCREW PER 0 STILE W/(4) EACH #14x5/8" TRACK BRACKET. SHEET METAL SCREWS. 7/16' I.D. ROUND .13-1/2 3" TRACK CONFIGURATION DOORS 800 LBS AND OVER. ♦�♦,0,I �HAM/t��i�i 5G •.� G E N SF.O,t,'•�� ► N 6 2 6 /A �-53 STAT O '4u �����`p NAL E `��♦ _ >fl DESIGN ENGINEER: SCOTT HAMILTON, P -E. FLORIDA LICENSE No. 6 rid Er 0 0 0 n r c� w X 0 z z W 0 I HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). 2 SHEET REVISIONS 3 OF 4 REV. NO.1 ZONE: I DATE: I ECN NO.1 APPVD: I DESCRIPTION 04 1 - I - I - I - I SEE REVISION HISTORY ON SHEET ONE. JAMB CONFIGURATION DOORS UP TO 800 LBS. 1" DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE "JAMB PREPARATION NOTE". 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6" X 1-5/8" LAG SCREWS NOT TO EXCEED 14" ON -CENTER. MIN. OF (9) LAG SCREWS REQUIRED PER JAMB. 2" GALV. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4" DIA. RIVETS OR (1) 1/4" X 5/8" BOLT & NUT PER TRACK BRACKET. PRODUCT RENEWED 72 B as complying with the Florida 9'-0" 96" 10'-0' Building Code 12 -0 132 • • NOA-No. 18-0522.02 • 0000•• DRAWN BY: SH Expiration Da 08/01/2023 SCALE: NTS DWG. R By DATE: 5/1/13 SHEET 3 OF 4 Miami -Dade Product Control = ♦�♦,0,I �HAM/t��i�i 5G •.� G E N SF.O,t,'•�� ► N 6 2 6 /A �-53 STAT O '4u �����`p NAL E `��♦ _ >fl DESIGN ENGINEER: SCOTT HAMILTON, P -E. FLORIDA LICENSE No. 6 rid Er 0 0 0 n r c� w X 0 z z W 0 I HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). 2 SHEET REVISIONS 3 OF 4 REV. NO.1 ZONE: I DATE: I ECN NO.1 APPVD: I DESCRIPTION 04 1 - I - I - I - I SEE REVISION HISTORY ON SHEET ONE. JAMB CONFIGURATION DOORS UP TO 800 LBS. 1" DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE "JAMB PREPARATION NOTE". 2-1/2" X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6" X 1-5/8" LAG SCREWS NOT TO EXCEED 14" ON -CENTER. MIN. OF (9) LAG SCREWS REQUIRED PER JAMB. 2" GALV. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4" DIA. RIVETS OR (1) 1/4" X 5/8" BOLT & NUT PER TRACK BRACKET. 2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE PREPARATION OF JAMBS BY OTHERS. NO • TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER. CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH. 1" DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE 3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK "JAMB PREPARATION NOTE ,--THICKNESS: 0.101". ANGLE THICKNESS: 0.080". HORIZONTAL TRACK MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8". SUPPORT BY DOOR -VERTICAL/HORIZONTAL TRACK14" MAXIMUM SPACING INSTALLER (TO SUIT). 3-1/4" x 2-7/8" MIN. x 0.080" TAPERED JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING ANGLE. SEE LAG BOLT MOUNTING BELOW. & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 12" CENTERS. 12" ON CENTER -- - [ 46" 34" ONE. Y4" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. 22' 10" 3-1/2" DOOR VERTICAL HEIGHT TRACK LENGTH 7'-0" 72 .7—Y 84' 9'-0" 96" 10'-0' 108" 12 -0 132 • • •• • 0000•• DRAWN BY: SH DATE: 5/1/13 SCALE: NTS DWG. R CHECKED BY: SH DATE: 5/1/13 SHEET 3 OF 4 SIZE LJ Degrees = t 1/2' Unless Stated Otherwise DIMENSIONS ARE IN INCHES. DWG. NO.: 104791 VER; M -D •0000• • •0.0•0 • •..•.• •0000• • 000 0 • • • 00 0000 • 0000• 0.000• • •• 0000. •• •• •00 ••000• - STOP MOULDING BY DOOR INSTALLER (TO SUIT). • GA. GALV. STEEL END STILE. • /-16 18 GA, GALV. STEEL DOUBLE END STILE. • • • • • • • • 20 GA. MIN. GALV. STEEL INTERM. STILE. • • • • 0 • 0 0 0 0 0 0 • • • • 18 GA. GALV. STEEL INTER. 0 • HINGE FASTENED TO CENTER •• 0 STILE W/(4) EACH #14x5/8" SHEET METAL SCREWS. 7/16' I.D. ROUND PUSH NUT FASTENER. 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #144/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. 2" DIA. 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE PREPARATION OF JAMBS BY OTHERS. NO • TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE JAMB CONFIGURATION WIND LOAD RATING OF THIS DOOR. DOORS 800 LBS AND OVER. CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH. 1" DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE 3" GALV. TAPERED STEEL TRACK AND ANGLE. TRACK "JAMB PREPARATION NOTE ,--THICKNESS: 0.101". ANGLE THICKNESS: 0.080". HORIZONTAL TRACK MIN. ANGLE DIMENSIONS 3-1/4" x 2-7/8". SUPPORT BY DOOR -VERTICAL/HORIZONTAL TRACK14" MAXIMUM SPACING INSTALLER (TO SUIT). 3-1/4" x 2-7/8" MIN. x 0.080" TAPERED JUNCTION. TWO 1/4" BOLTS FROM LAST MOUNTING ANGLE. SEE LAG BOLT MOUNTING BELOW. & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 12" CENTERS. 12" ON CENTER -- - [ 46" 34" ONE. Y4" TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. 22' 10" 3-1/2" DOOR VERTICAL HEIGHT TRACK LENGTH 7'-0" 72 .7—Y 84' 9'-0" 96" 10'-0' 108" 12 -0 132 `/\/ V 156 16 -0 180 3 0.101" THICK 3" GALV. STEEL TRACK FASTENED TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT & NUT AT EACH MOUNTING SLOT. LHR BRACKET (2-1/2" x 5-3/4" x 12GA) ATTACHED WITH (2) 1/4" x 3/4" SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE" AS SHOWN IN ZONE B-3 SHEET 1. DOUBLE TRACK LOW HEADROOM OPTION (AVAIL. FOR BOTH 2" AND 3" TRACK) DOUBLE HORIZONTAL TRACK. STOP MOULDING BY DOOR INSTALLER (TO SUIT). -16 GA GALV. STEEL END STILE. �18 GA. GALV. STEEL DOUBLE END STILE. 20 GA. MIN. GALV. STEEL INTERM. STILE. 18 GA. GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH #14x5/8" 7/16" I.D. OUND SHEET METAL SCREWS. PUSH NUT FASTENER. 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. L- 3" DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER_ SECTION C -C MANUFACTURING PRODUCT CDDI PREPARATION OF JAMBS BY OTHERS. PAN -2F443 DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F. ONE 5/16" x 1-5/8" LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2", 10", 22 34 46 ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28", & 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. 2 I 1 0 PART NO.: N/A Unless Stated Otherwise TOLERANCES are Clopay 8585 Duke Boulevard Mason, 51 45040 USA Tel. n, H 45040 USA WINDLOAD RATING \ 8 D P 4 6 T .0 = ±.031 Building Products Company Fax No. 513-770-4853 `/\/ V DESCRIPTION: 2" GALLERY PAN DOORS 16'2"W (SEE TABLE) .00 = t.015 .000 = ±.005 .0000 = ±.001 DRAWN BY: SH DATE: 5/1/13 SCALE: NTS DWG. R CHECKED BY: SH DATE: 5/1/13 SHEET 3 OF 4 SIZE LJ Degrees = t 1/2' Unless Stated Otherwise DIMENSIONS ARE IN INCHES. DWG. NO.: 104791 VER; M -D 2 I 1 0 I C 0 4 1 3 CLOPAY 'GRAND HARBOR' SERIES: GHnn, GHRnn, GHRVnn HOLMES 'EVANSTONI SERIES: SPnn, SPVnn DEAL 'STONE MANOR' SERIES: SMnn NOTE: "nn" REPRESENTS THE ARRANGEMENT OF THE DECORATIVE OVERLAYS. THE FIRST DIGIT WILL HAVE A VALUE FROM 1 TO 2 AND THE SECOND DIGIT WILL HAVE A VALUE FROM 1 TO 3. DECORATIVE OVERLAYS OF PULTRUDED POLYESTER RESIN FIBERGLASS ADHERED TO OUTSIDE SKIN WITH PERMANENT ADHESIVE. WOOD -GRAIN EMBOSSED STEEL PAN DOOR SKIN. DESIGN ENGINEERI SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 6 An 2 SHEET- REVISIONS 4 OF 4 REV. NO.1 ZONE: I DATE: I ECN NO.1 APPVD: DESCRIPTION 04 1 - I - I - I - I SEE REVISION HISTORY ON SHEET ONE. f -- 3.5' -- DECORATIVE OVERLAYS MAY BE HORIZONTAL, VERTICAL, AND DIAGONAL (DIAGONAL NOT SHOWN). SECTION B -B (OVERLAY DETAIL) REPRESENTATIVE DOOR WIDTH OUTSIDE ELEVATION "GRAND HARBOR" TYPE OVERLAY DOORS NOTES: 1. GRAND HARBOR" TYPE DOORS USE THE SAME REINFORCEMENTS AND BASE SECTION CONSTRUCTION AND TRACK CONFIGURATION DESCRIBED ON SHEETS 1-3 OF THIS DRAWING. 2. "GRAND HARBOR" TYPE DOORS ARE IMPACT RESISTANT AS SOLID DOORS ONLY. PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 18-0522.02 Expiration e08/01/2023 By Miami—Wdo Product Control 9 DECORATIVE OVERLAYS OF PULTRUDED POLYESTER RESIN FIBERGLASS ADHERED TO OUTSIDE SKIN WITH PERMANENT ADHESIVE. 2 • .• -"ICK BASE SECTION. 000000 2" THICK WITH OVERLAYS. 000000 •••• 0000•• 0000•• SECTION A—A (SIDE VIEW) C N 0000•• 0000• 0000•• • • • 0000•. 0000••, MANUFACTURING PRODUCT CODE SPD -217449 DESIGN LOADS: +46.0 P.S.F. & -52.0 P.S.F. PART NO.: N/A Unless Stated Otherwise TOLERANCES ore CI Tel. 8585 Duke Boulevard Mason, 51 45040 USA Tel. n, H 45040 USA WINDLOAD RATING \ � Q D P 4 6 T .0 = ±.031 Building Products Co..mpany Fox No. 513-770-4853 �1�/ V DESCRIPTION: 2" GALLERY PAN DOORS 15'2"W (SEE TABLE) .00 = t.015 .000 = ±.005 .0000 = t.001 DRAWN BY: SH DATE: 5/l/13 SCALE: NTS DWG. B CHECKED BY: SH DATE: 5/1/13 SHEET 4 OF 4 SIZE Degrees = f 1/2' Unless Stated Otherwise DIMENSIONS ARE IN INCHES. DWG. NO.: .104791 VER: M—D C N 0000•• 0000• 0000•• • • • 0000•. 0000••,