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WS-19-1299
i 7Permit Manager I 4.559.1761addie@permitperx.com ® Permitperx.com V 134 S. Dixie Highway I Ste 206 Hallandale Beach Florida, 33009 PERMT EXPEDMN0 SERVIM . New Commercial and Residential Projects ,Serving Broward, Miami Dade and Palm Beach County I .Over 20 Years Experience in the Construction Field . Special Projects and Events Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address } Permit NO.: WS-06-19-1299 ® 'S-► Permit Type: Windows/Shutters �.VifarLassification: Window/Door Replacement Permit Status: Approved Issue Date:06/07/2019 1 Expiration: 12/04/2019 Parcel Number 83 NE 103RD ST, Miami Shores, FL 33138 1121360130980 Contacts JEFFREY YAO Owner DADE CONSTRUCTION CORP Contractor 83 NE 103 ST, MIAMI SHORES, FL 331382326 JONATHAN NORMAN CUESTA Other: 3057549263 13372 SW 128 ST, MIAMI, FL 33186 Business: 7865647623 Description: replacement of 15 windows Valuation: $ 7,000.00 Inspection Requests: TotalSq Feet: 0.00 11 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $3.75 DCA Fee $2.50 Education Surcharge $1.40 Scanning Fee $9.00 Technology Fee $6.25 Windows/Shutters Fee $200.00 Total: $277.10 Payments Date Paid Amt Paid Total Fees $277.10 Credit Card 06/07/2019 $277.10 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate,and that all will done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named abntractor to do; w" ated. Authorized Signature: Owner / Applicant / Contractor / Agent Date June 07, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION 7 Miami Shores Village ZD 7j'U N 0 6 019 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 l FBC 20 p Master Permit No. \ A),S' 0 b - Iq 4Z7 / Sub Permit No. BUILDING 7 ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 83 Northeast 103rd Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO X Occupancy Type: SF Home Load: Construction Type: Repl Windows Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder): Jeff Yao Phone#: 305-495-7544 Address:83 Northeast 103rd Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: N/A Phone#: N/A Email: Jyao@barry.edu CONTRACTOR: Company Name: Dade Construction Corporation Phone#: 786-564-7623 Address: 12240 SW 131 st Avenue City. Miami State: Florida Zip: 33186 Qualifier Name: Jonathan N. Cuesta State Certification or Registration #: 1520491 DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ $7,000.00 Type of Work: ❑ Addition ❑ Alteration Description of work: Replacement Windows Specify color of color thru tile: Is Phone#: 786-564-7623 Certificate of Competency #: one#: City: State: _ Square/Linear Footage of Work: N/A New ■❑ Repair/Replace Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Zip: ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ ff TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) N/A 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. 4 Si nature �J Signature g g NER rAGENT / CONTRACTOR The foregoing instrument was acknowledged before me this The for oing in, rument was acknowledged before me this day of 20 by y of Jilt , 20 M by Yki wh ersonally known fa who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Prin bneues Print: S s l: * COMMISSION 0 W261092 Seal: � RKW Cam �830 EXPIRES' Nov. 9, 2022 ;. E*W4 nett ►� Bonded Thru Aaron Notary eased gttu Mion Notan► APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Bonding Company's Name (if applicable) N/A 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. Signatureak4x-��T4 Si naturegg NER rAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The for oing in rument was acknowledged before me this day of v '^'�— 20 by y of )�{ 20 �by Y i whoef ersonally known fQ who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Jonaffian CuestaPrint: Prin S I: * COMMISSION 0 OM51092 Seal: � Conner b EXPIRES: NIX 9, 2022 - ► �, Bonded In Aaron Notarl► Bonded tlwMon Notary APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). 6/4/19 Jonathan N. Cuesta Date Print Name I W Jeff Yao Residence Window Replacement Address: 83 NE 103rd St Miami Shores, FL 33138 32 1 /2" X 38 1 /8" XO Type A C W m W ? X Cm 0 (x W w au XW OW_ � N fD X D ei 0 Back Sliding Door REC IV D J UN 6 201 �'. . I � I I I I I ; I I I ' XO Type A I — LI I--- +- --- F I I I II 68"X61" 68"X61" . • XO Type A XO Type A �1 Derj • • 'z " 6TVDY • I Q Type C 00•0•.1 1 1/2"X16" Family Room ••••; ; • •� I �� )eD •••• 1 v • • .I FAMILY RCCM I • • • • • I DCTA m • • • • e • YF. Kib J • • • • I �• • 1 9I x ••••• • • O Kitchen D�� Bedroom 01 it . • • • - Bathroom #2 �O I Bedroom #1 X 50" Type A ;V ,., n gv n4--E- Living Room X 62 3/4" < Type A Bathroom #1 0 � X r� W cLC. I �w a m � N X Bedroom #2 68" X 50" XO Type A . Jeff Yao Residence Window Schedule Type A NOA: 17110223 Horizontal Rolling Window Series 200 LMI Type B NOA: 17101123 Single Hung Window Series 100 LMI Type C NOA: 17101123 Sliding Glass Door Series 700 LMI with Aluminum Tube Mullion LMI NOA: 14052916 Type D NOA: 17110220 Picture Window Series 300 LMI Type A Type B Type C and D 1 X 4 Aluminum Mullion . . NX 6 Aluminum u Ion 7F]N:O*:*O 1 .. . ...... .... .... . . .... .... ..... ...... .... ..... . . . . . ...... .. . . .. .. . MIAMI•DIADE MIAMI-DADE COUNTY QWALLU 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.eoy/economy ECO Windows Systems, LLC 9114 N. W.1061 Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID. 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."vpke this acceptance, if it is determined by Miami -Dade County Product Control Section that this rrodue•t or matarW*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 FlbiwBuilding Eode, .... • including the High Velocity Hurricane Zone. """ ' .... .... . . DESCRIPTION: Series "700-3" Aluminum Sliding Glass Doors (3 & 4-Tracks) w/ RepgWtemeitt .]..X.I. .... APPROVAL DOCUMENT: Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLQ -Cass Dger �L• �VI.I.)"; • • • sheets I through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed k8%ealed by 7avId • • • • • • Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the NVINe'a*1 Accepta$ce number and expiration date by the Miami -Dade County Product Control Section. • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant .. Limitations: "" 1. See Design Pressures Vs glass types and panel sizes charts in sheet 1. Sill riser is integral part of the system. 2. See approved configurations in sheets 3 thru 5. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements, as limited per sheet 2. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews #17-0712.01 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI-DADE COUNTY NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #15-0612.05 /413-0912.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 0000 along with marked -up drawings and installation diagrams of Alum sliding Glass ddors,.' ...... prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated09/1�h20) j and • last on 02/10/2014, signed and sealed by Marlin D. Brinson, P.B.':" '' • "•' •' revised Note: The above referenced test report has an addendum letter dated F ;10,0 2014, i flied by • • • • Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test repoi't.Awllor. •.... • ..... C. CALCULATIONS .. .. .. • . 1. Anchor verification calculations and structural analysis, complying witb.FBC-2014 (5th .' Edition), prepared by Al Farooq Corporation, dated 06/10/15 and last revised op.P02, • • • • • 2015, signed and sealed by Javad Ahmad, P.E. ' 2. Glazing complies w/ ASTME-1300-02, -04 & -09. • �„ D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. ��,�,,•� , Ishaq P. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under previous approvals (spin-off from 2-track Sys) A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 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, per FBC 2411 3.2.1, TAS 202-94 •0 0 0 0 • * 0 0 0 * . along with marked -up drawings and installation diagrams of Alum sliding •Gfess dgorr-(4 tracks), prepared by Fenestration Testing Lab, Inc., Test Report No. FTL'9333 dated•02f08/17; • • • • • signed and sealed by Idalmis Ortega, P. E. .... 0 .... ...... . C. CALCULATIONS • • •' "" ""'. 1. Anchor verification calculations and structural analysis, complying0 0tBC-2Qi? 0(6th 0 0: 0 0 • Edition), prepared by Al Farooq Corporation, dated 07/05/17, signed ud.sealed by Javad • • Ahmad P.E. . . . . • ...... 2. Glazing complies w/ ASTME-1300-02, -04 & -09. • • • • • • • D. QUALITY ASSURANCE 0 • • • 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2017(6th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal # 16-1466 dated 03/04/17 approved by RER. Ishaq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. New Evidence submitted. A. DRAWINGS 1. Drawing No. W17-62 Rev A, titled "Series- 700-3 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 13 of 13, prepared by Al-Farooq Corporation, dated SEP 15, 2017, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. .... D. QUALITY A . . .... ...... 1. Miami Dade Department of Regulatory and Economic Resources (R%RS. • • • • •' . . E. MATERIAL CERTIFICATIONS • 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Ino..(former E.L.DuPont:"..; DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVBglass interiayer"' • • • • • (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19." "" 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, ljj..Cfpjmer E.Y. DuPont • o' : DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayfr", etpiring on Q7/4/2j. . .: F. STATEMENTS (submitted under file #17-0712.01) ' 1. Statement letter of conformance to FBC 2017(6th edition) prepared by Al-Farooq•:.. • ` Corporation, dated 05/06/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 17-0712.01, expiring 03/20/2024. �s Imo.. 1 • LL, .,,�.�... Is aq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.08 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-3 DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIDTH INCHES DOOR FRAME HDGHf VCHES GLASS TYPES 'A', 'Al' GLASS TYPES 'B', '131' EXr.(+) INT.(-) EJ(T.(+) INT.(-) 30 36 42 48 54 82 1 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 W.0 60.0 80.0 53.3 71.1 53.3 71.1 30 36 42 48 54 84 60.0 80.0 W.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 53.3 71.1 30 35 42 48 54 90 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 50.0 60.0 80.0 53.3 71.1 - - 30 36 42 48 54 96 1 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 53.3 71.1 - - 30 36 42 48 98 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 60.0 $0.0 60.0 80.0 60.0 80.0 30 36 42 48 102 60.0 80.0 - - 60.0 80.0 - - 60.0 80.0 60.0 80.0 - - 30 36 42 108 80.0 - - r-_0 80.0 - - 0.0-48 80.0 - - SERIES-700-3-700-3 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 3/16' HEAT STREWD GLASS 090' Interlayer SentryGlaa rBy Kuraray America, Inc.' r-3/16' HEAT STREN'D GLASS m / n ca / ii ii 2a \ !i !i SIUCONE I BOW 899 r o \ 11 / W \ / LGI \\m GLASS TYPE 'AT E 'A' 7/16. OVERALL LAM. GLASS 6' HEAT STREN'D GLASS .090' Interloyer -Trosifol PVB By 'kurcray America, Inc.' ,3/16' HEAT STREN'D GLASS yam / ii n�y / 23 jl II O / I! II 28\ ii I� I� r 0 \ / \\\ 29 GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS • CCC 3/16- TEMP. GLASS r3/8' AIR SPACE 1 r-3/16' HEAT STREN'D GLASS By 'Kuramy America, Inc.' r-3/16' HEAT STREN'D GLASS 26 \ SILICONE DOW 899 r / / \� II 29 II ��I;MUNAL XL EDGE SPACER ST. STEEL GLASS TYPE 'AT I' OVERALL INSUL. LAM. GLASS 3/16' TEMP. GLASS 3/8' AIR SPACE 3/16' HEAT STREN'D GLASS 090' Interlayer rTrosifol PVB I By kuraray America. Inc.' r-3/16' HEAT STREN'D GLASS Z C H ! H. ji 28 \ r 2 \ / \ CA \ ` 29 ED ST ��jS TYPE 'BITYPE 'BI' 1' OVERALL INSUL. LAM. GLASS GLAZING OPTIONS •• ••• • • • • • •• • • • • THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: • • 000 • • • • GLASS CAPACITIES ON THI$•SHEET:�RE • • • • • • • • BASED ON ASTM E1300-00 (-6 SEO. GUETS5•i • •• AND FLORIDA BUILDING COMM}SSIOR • a • • • • • DECLARATORY STATEMENT DCA05-DtC-219 • • • • • • ••• • • • • ••• • • • • • • • • •• •• 0.0 • • • • •• • • •• ••• • • ••• • • 899 � h OF of ?� dr0 �n O G 0 0 0' 0GMm 0 O a14' O02:Ml o Oaca� 09M aWO�LL� D,ia_m r of 1� 4Wmi� the Fie" . d� f1MId s J tafCbrEmfCbrE o _J 1. 00 $ s (n 2 o 'BO!)116-"1 etfNdSlYf,1• tl witll'tilm 0 Z W (nw 4 8aidt�,Cf/e., IZZa. 4aeePt..<e fY•'I S- Og in V) Ir (n it. EapEnllon DrSf�� Z � BY M a p oy f 1 S 0 03 1 z3_j m 'AL -I DidDid h,d-,t , N 3Z� o w 0 C'4 O n W06M I_" 3 & 4 TRACKS S.G.D. WITH ALUM REINF. g OPERABLE AND POCKET o 0 ........ o r 92 n c OF ��C{/uj� drawingo no. ' ut 2 N = n a O S o tfa" o f 0 < 06 0 J m m g e a � o \ n N to z �z a o a m POCKET JAMB ANCHORS . . ... . • . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 4 TRACK • FRAME HEAD �w U0 'b n j Z 9 h• q 0 O N v FRAMECHEAD • • • • • • • D OR FRAME 10TH C E D PRODUCPR.-VW % Wfth Br �� Aoxp M. 17--07 o v b]pY_ D•te B ` 7Mttir todt�t C I 42 1/16' D.L. OPG. 49 3/16" PANEL WIDTH 5" MAX. 12" MAX. SILL SILL CORNERS DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" 42 1/16' D.L. OPG. 49 5/16' o PANEL WIDTH n a TYPICAL ELEVATION J, xxxxxx (3 OR 4 TRACKS) ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 211.6 SO. FT. FOR GLASS TYPES 'A' & 'Al' THE TESTED FRAME AREA OF 196 SQ. FT. FOR GLASS TYPES 'B' & '81' I, N v p W A a.01.:M 4 OOLy0 cL gge TJ J C: CZO N 5 3/8" 5 3/5" 0 1(0 Q W O E TYR TYP. N y vim v N O J n J m N o 0 z W ~~ W n g 0 a0 I 33� i I II I'I W y Q N o .h. U,or)w� 3 TRACK 4 TRACK LJ ro M r- \0 FRAME JAMB FRAME JAMB 3 TRACK�RODUC'f RENEggy u FRAME SILL G.W1. i"V'the too Buidiae Code 0 leceptance No� �172d. � E:pintioa q1c � n .tniha[ 4 TRACK ' FRAME SILL ]c2b< .7 ` ' TA OF drawing no. W17-62 5 f DOOR FRAME WIDTH \^J C D D E r C 4 o- o- B ' XXXXXX (SHOWN) OXXXXX OXXXXO APPROVED CONFIGURATIONS NON —POCKETED DOORS THREE (3) TRACKS DOOR FRAME WIDTH A I w ra H O V~ B PXXX (SHOWN) XXXP nnna caeuc wlnru I PXX—XXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS THREE (3) TRACKS . . ... . . . ... . . . . . . . . . . . ....... .... r- (aIy�U Z �m 0 w r Mg Q IL 0 dot vowH pp��oq Oao�B 0��� vlmp LL Z N 2LL o n 0ID J ¢ � Q6m�� NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. hatODUCi$EV�QD s'RODDCf dEhE�LYl31 �aoa{�li�gtelSYt0ePlaeids m eomplyiog with the FIoddki howmFEk Boiling^ ode Aoeep.,erya i%— p%/Z•DI A epm «No !g-j22p•09 E,pin0ft Dotc q E1p1t4t1(16 Dat�G/ BY L. L�� �.4.,. tfr+r' Arldr Cos Miasf haddl( ,`S�� �GENSF''•�''�i S o j— O. 2 TE OF •({/� drawing a no. .. ..._ �� W17-62 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... �w o W • • • • • • • • • • • • • • • • • • • • 3 Z m pz Q S q 1 a C.0,q. p W N U •• . . . •• ••• • • • • • N ppaco py8pypp p t � N b Q W ti N n a 1Wa W OR f J o qQ� J v J m (n o W EXTERIOR o } H � �m DOOR FRAME WIDTH (SEE Dp TABLE) 3 M m SEE MAX. AREA LIMITATION IN SHEET M7 N DOOR FRAME WIDTH n o O O p m I Z 3 -j A n 3ZW o NOTE: N Oa VNww 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. (LJ m M 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 0 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9.^ 0 PRODUCT AMEV U XXXXXX (SHOWN) '• IdZ M j with 9tt 17o 8utding Cnde c �` km tan �$-IZ& Qp P tt No o OXXXXX OXXXXO O E:pintion tltitc3� - W BY Sl.� l .`��...� • APPROVED CONFIGURATIONS �m•`�0 NON —POCKETED DOORS `"'~ T J `.q- N C N a a$ � "` FOUR (4) TRACKS fRo icrRmsm src..WrVe wNh the flarida. '> $ o T+aiBng Cade `t�tll lll/� Aaccplaaet N• 1 vPp.!�A� � � Aedr Cewr�A g I � OF :�� drawing9 no. —621 of 13 c D D D D o- B PXXXX(SHOWN) XXXXP . .. . . . . ... .. . . . . ... . . . . .. . . . . . . . . ... .. . . . . .. . • • • • • •• • • • • • • •• • •• • • • • • • • • • • • •• • • • • Oil • • • • • • O •• • • • • • O • •• I I 1 I 'a& I lY� 01 a0 DOOR FRAME WIDTH SEE MAX. AREA IJMr1 r-- �0 a I al Z�I 1 UPI a o' PXXX—XXXP (SHOWN) APPROVED CONFIGURATIONS POCKETED DOORS EXTERIOR NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. V c r C h H O W ? � 0 0 0 o cc 0 N a IL E N Vol p 8 IL 0 IgNp • � o Z V) O Qwmzk N d rj m J VgNjj (n pp LII v O O O N (n (n N [gyp j O OM 000u I o Z 3� m W 3z� o N� n O L N Ln w Jco IIutdI- l-c with th mAb 4 oallo ��^IZZQ.p�, L:pf-fllntloo Oatc �4 FROBLIC f H&Vtt�p y b Q.—P) With the Fh i& LsaNtiot Aoctpaaee No 1 �b 2•b/ 14PL+aW Oath R Imo.• I — PrOdoet CoNrd O lo $ Y Li 3T OF ��(y`� drawing9 no. •�A2 IDP..: \ V i.0: —..... ��� ` W1 %-62 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO 2V]N:OV;o • • • • • • MUST SUSTAIN LOADS IMPOSED BY GLAZING .SYSTEM • • • 0 0 0 * • AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • • • • • • • TYPICAL ANCHORS: SEE ELEV. FOR SPACING (SEE POCKET HOOK ANCHORS IN SHEET 9) ----AT BEAD ------- 'ELCO' �• • • • • • • • • • • • • • • • • • • • �,/4" DIA. ULTRACON BY (Fu-177 KSI, Fy=155 KSI) THRU 18Y OR 2BY BUCKS INTO CONCRETE • • • • • • • • • 1-1/4" MIN. EMBED INTO CONCRETE �• • • • • • • • • • • • 1/4" DIA, ULTRACON BY 'ELCO(Fu-177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED 1 /4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS I OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) . STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) . L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — — J --—AT SILL ----.—,—. F-1 'ELCO' /4" DIA, DIA. ULTRACON(Fu=177 KSI. Fy=155 KSI DIRECTLY INTO CONCRETE L1 - MIN. EMBED — — — — — — — J AT JAMBS- — — - — — — 1-1/4' 'ELCO' DIA ULTRACON BY (Fu-177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI DIRECTLY INTO CONC. OR GROUT FILLED BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR GROUT FILLED BLOCKS ] /4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — — �J ANCHOR EDGE DISTANCES INTO CONCRETE = 1" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ARODUCI RB4C1VY3f - w 0° llmplyl-z -" me FtoAy ndroloe Cod, 4-'g0aft No )-122U•D� Bspirarioo Oqe y 4 AH �ODUCF REV1SEp �:'EN 'T�O -072o.p1 ow uelCwtfA A OF lf/� drawing no. Ste:•...... Zt TYPICAL ANCHORS SEE ELEVS. FOR SPACING o I I IF . . ... . . . ... .. . .. . . . . . . .. .. . . . . . . . . ....... .... IBY OR 2BY WOOD BUCK W z (SEE NOTE SHEET 1) U N ZOy • • f • • •• • • • • • • •• • • • • • • • •W2 • .f- .., EDOE:' '3�Iy8., ..•s •'i wri. .: ' Df5[.' . . STAGOERED, lA • • • • • • • • • • • • 4 f • • • • • • •1.p✓tCAL•.eNCHOR5 SEE ELEVS. e_o 9O FOR SPACING METAL STRUCTURES 1/8- THK. I Z n n 3 • (SEE SHEET 6) Q FF h EDGE 3-1/8" y H W a L DISi. STAGGERED Q f u IL 5 m a' O 0 c "I r� =TMYP of .0 mm . FOR SPACING Q a O Q 0 WEEPHOLES: W1 = 1-1/2" LONG NOTCH AT EACH END. i ii W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS 23 I 'i i AND 36" O.C. I r is 4 W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. „ 14 W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS © 26 AND 36" O.C. 24 P4 W4 PILE PADS: 2A - 21 LOAD BEARING SHIMS OR P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION POURED & HARDENED 1-1/16- LONG X 7/16" WIDE X 7/16" HIGH W3 HIGH STRENGTH GROUT .. .:. .......... .... , , NON -SHRINK, NON-METALLIC P2 = SELF ADHESIVE PILE PAD : CONCRE}E ' P3 Vc 5000 PSI MIN. 1" X 3/8" X 1/4" HIGH 3 KSI, MIN: '� P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN • _ .':. • i'"' Wt, w2 2-1/2" X 1" X 3/8" HIGH PI P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL EDGE olsr. 3-t/8" 2" LONG X 1-7/16" WIDE X 7/16" HIGH STAGGERED TYPICAL ANCHORS SEE ELEVS. FOR SPACING IY ZN Q W ;Z.,LL [ II MWAI-DADE COUNTI' APPR'D MUWON � m Q II I I SEE SEPARATE NOA I I �' (SEE SHEET 6) .J ro- �I I� 00 J ro T�IEEEVS. ANCHORS m FOR SPACING iRODUCT a6NE> Ld = Ntj `• lomplY wllh N e IrtatLfe Bu,di- Code a in ``I 4nep,xon No�_rzze.og B:pin,ion N 3 N ,p s M �2C4 00 o 00 , ^'14mIOWe to Z � m I z�a 3-TRACKS SHOWN Q N o Ld (SEE SHEET 10 FOR 4-TRACKS ANCHORS W Co r PRODUC f REVISER ea>,wdY.t1K Flor(d>t W AeeepwnNo 1 - a.O/ '�"'"'�'Ai°{L9 e l u� ooS 11 IT h g ````1t111, I11tT�q'', . CFO ........... E co N 059 M •(U�� ` OF '.�5�:AZ �oP�•G��� drawing no. W17-62 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . UN TYPICAL ANCHORS SEE ELEV. PANEL WIDTH • • • • • FOR SPACING - • • • • • • • • • • n • • • • • • • • • • • • Z q n 3 • • • • • • • • • O ° q 2 S D. • ,7 • • • • • O Q g ear o. P3 7 P3 o UrA H n 22 22 ' ., .. IL 0 21 P3 0 a U) 0 0 av ........... _-_ 27 0 -� w w ti jua°oQ mz 22 Qwmi T w �a 22 -•- i u n a = 00 J h EXTERIOR s � 17 P2 9 D.L. OPG. rn N n 1BY WOOD BUCK m o (SEE NOTE SHEET 1) 27 W i ~ Ci PANEL WIDTH V) 1/40 MAX. DOOR FRAME WIDTH CT RENEp.te, t M m SHIM �Il,11, laR arilM1 the 4, *, M 1I Me n 0 TYPICAL ANCHORS AttePtance No / -(2 ' i C a Z 3 tJi SEE ELEV. �Mntioo Pete FOR SPACING 0 N J n TYPICAL ANCHORS TYPICAL ANCHORS O � O O 4GSPZING SEE ELEV. Wv'ro� k FOR SPACING MAX SHIMS W o PROIIUCTREy c B with the Plod, � m AepWuaax No /]- o o BipkWAN Date Q 7 $ w _ dpefQgt� w m ¢ _ __ _____ �"• 0 G r; wx AN o �' 5 ; �'@�, V EN' ', o w o rn o FXT. N — OCOw 7 2 oaawia o w o DOOR FRAME WIDTH EXT. EXT. ATE OF .lv` drawing no. sROR101 '' �� W17-62 3—TRACKS SHOWN 'O ` SHIM (sFF cHFEr ,0 FOR 4— A KS NCHORS) q�7S/1"AL1111 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ........ .... . . . . . . .. . . .... ..... . . .. • • • • • • • • • • • • • • • • • • • • • . ... . . . . .. . •• • • • • • ••• •• POCKET CAVITY NOT BY 'ECO WDW.' NOT PART OF THIS NOA TO BE REVIEWED BY AHJ HOOK STRIP ANCHORS AT 4" FROM ENDS AND 14" O.C. i z �• p� A h �Q Z A. �. 0 OWN = Clclu11 0p�m paoo.°� O Q W A < f J o Q J HOOK STRIP ANCHORS: o J m #14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES lil .. 1-1/2" MIN. PENETRATION INTO WOOD z II- 1 AN DIA. ULTRACON BY 'ELCO(Fu=177 KSI. Fy=155 KSI) N THRU 16Y BUCKS INTO CONC. OR FLLED BLOCKS 3 =;; 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS n N 00 is DIRECTLY INTO CONC. OR FILLED BLOCKS o Z m 1-1/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS z ^ HOOK STRIP ANCHORS 1./4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) N m � 0 0 0 " W AT 9" FROM ENDS INTO METAL STRUCTURES ro m k' AND 14" O.C. (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) W z ANCHOR EDGE DISTAN - C $ INTO CONCRETE OR BLOCKS = 1-1/4" MIN. (A) 4 = 1-5/8" MIN. (B) h4DUCTAENii a INTO WOOD STRUCTURE = 1" MIN. u a v m.plylnt.1tblhe Plefl a INTO METAL STRUCTURE = 3/4" MIN. u� ealalnt cde g. / ZZa •DE �eeeplanee No) WOOD AT JAMBS SG — 0.55 MIN. ti�pinlon Date 4 CONCRETE AT JAMBS fb = 3000 P51 MIN. Oy _ ,`�,,,, C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Ode Pl IIULFltEYtM r ! j 1159mvbalaft � 1t116 at Flm�6 { Aakpmamt l7-O /2.01 67p4s11a.1Mte ``' 110ka✓tbdr rad.et Caand `�� JPD, RI•�Ryie7j.,� �Q'•• cFai r t a n OF •(y�� drawing " no. (�h.... OR.D�;_.10. W11 7-621 . .... .., .. .. . . .. .. . . . . . .. . . . . ••• . . . ... . . . . ... IBY OR 29Y WOOD BUCK (SEE NOTE SHEET 1) EDGE $ISf. :3'=.1./B. : I' ; z z y...... sEp .D �.i.. •3�.1 '••. , ': oX ,STAGGERED:.' l -STAGC t J( t AL AN w \ N • • • • • • • • • • will ELEVS.C}I:RS S TYPICAL ANCHORS to • • • 0.0 • • FIR SPACING O SEE ELEVS. • • • • • • • • • • • FOR SPACING O TYPICAL ANCHORS B SEE ELEVS. FOR SPACING \� "••EDGE�DIST•�•`•• '•3_i./.8.'.•I' .1. .•::n CONCRETE r•^ 1 3 KSI MIN. EDGE DIST. 3-1/8' L TYPICAL ANCHORS SEE ELEVS. FOR SPACING MIAMI-DADE COUNTY APPR'D MULLION SEE SEPARATE NOA (SEE SHEET 6) A, �U t TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING C 1/4' MAX. \� 1/4" MAX. M M 4 1~/1 o � w 1<- H N N 0 2BY W OD BUCK OR W00 STRUCTURE p w ' SEE OTE SHEET 1 LEXT 1BY WOOD BUCK 1/4' MAX. (SEE NOTE SHEET 1) METAL STRUCTURES 1/8' THK. (SEE SHEET 6) TYPICAL ANCHORS SEE ELEV. FOR SPACING .. 1/4" MAX. \ W \ W M1 F¢ N M1 Q � W o) W W m w N r� w 0 w EXT. EXT. y PRonUc r REvm ft �°�°. *14B with Oc nm& - Karmd�L Y+adaef C 4 TRACK FRAMES ANCHOR LOCATIONS PRODVCt RgRi ' T-rAyias with Raiding Code 4"-plaaee No (� Fxpinlion Date? EXT. ``11111 592 n OF�drowing9 no. W17-62 L �```�. 11111 sheet 1 0Of 13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . w �o N n Z g n 3 OZ m q (• w 2 m Q i 9 mo O Owo`m U yN� 13F OttO�u ci uT el M � IL 0 ON19w O Q W 7 4 m LLZN_o Q W a� 3 J J o J m m N (n N n lil Q w } K N (I) O M Q co m o — M exoDucr RENEW" OmgCodd with IAe Florly w 4afdhgIS O o o �mn, Axee►la.. No w-1 ud of W &I'A d-D ft m SEALANT: eeyy �"—`- i�.t ae P+.d►rt oe•e.r ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. t"RODUCf REYiBEp c F u�=WJl.KM1Y 1►e F7orid� 0 yW c Ell JI""....... GEN '•;ICJ � i o _ s i � 0 TE OF ••<(/�� ORION drOwing� no. SYDAIA�' � 1��� sheet 11 of 13 ITE1[ / PART $ QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS lA E723 1 FRAME HEAD (3 TRACK) 6005-TS - 1B E720 1 FRAME HEAD (4 TRACK) 60 - 2A E724 1 FRAME SILL (3 TRACK) • • • • • 6pKi-1. • • • • • 2B E721 1 FRAME SILL (4 TRACK) 60 - 34 E725 2 FRAME JAMB (3 TRACK) • • 6063•T6 -• 000 • • 3B E722 2 FRAME JAMB (4 TRACK) 6063-T6 - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - 5 E705 AS ROD. PANEL LOCK STILE f7063-T6 - 6 L706 PANEL OUTER INTERLOCK • • • 60R5-1. • • • 7 E707 PANEL INNER INTERLOCK BO - 8 L708 ZREEQD. PANEL MALE ASTRAGAL • • • 6pR5_� • • • 9 E709 PANEL FEMALE ASTRAGAL10 E710 GLAZING BEAD 7/16' LAMINATED GLASS 6063-T6 - 11 E711 AS REOD. GLAZING BEAD 1' INSULATED GLASS 6063-T6 - 14 E714 AS REOD. 2-3/4' SILL RISER 6063-T6 - 15 E775 AS REOD. FIXED PANEL CLIP (CONTINUOUS) 6063-T6 - 16 E729 AS REOD. HOOK STRIP 6063-T6 - 17 E717 AS REOD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-T6 - 18 /10 X 3/4' HWH SMS AS REOD. FRAME ASSY. SCREWS ST. STEEL - 18A j1G X 1' FH SMS AS REOD. PANEL ASSY. SCREWS ST. STEEL - 19 �e % 1/2` PH SMS 2/CLIP FIXED PANEL CUP SCREWS ST. STEEL AT 3' FROM ENDS & 16' O.C. 20 �10 X 1-1/4' PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REOD. FRAME AND PANEL WEATHERSTRIP - FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REOD. INTERLOCK BUMPER BULB SAMOPRENE ULTRAFAB 23 E203 AS RE00. GLAZING BEAD BULB SAMOPRENE ULTRAFAB, DUROMETER 65t5 24 PR03-6005 2/ MOV. PANE TANDEM NYLON WHEELS IN 5T. STEEL HOUSING - INTERLOCK (1/2' MTG. SPACER REOD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN - 26 88 X i/2' PH SMS 2/CUP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 - AS REOD. 3 PLY DUAL POINT LOCK ASSEMBLY - 8Y INTERLOCK 20 - AS READ. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 29 - AS REOD. SETTING BLOCKS AT 1/4 POINTS FPOM DUROMETER BOtS SHORE A . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 1^6.518� 8.716 1.12} 9 .078 1.312 1.129 • • • •078 • • • • • 2 1.998 -i 1�1.998 h�-1.998 1.998 F�1.998 t�-1.998-�i Fes-• 998 �1 1A 1 B FRAME HEAD (3 TRACK) I • • • FC,AMC HFAD 44 :drK) . • • • . • j�1.998 -1 [-1.998-1 I j^-2.067--{ I-� � j�-1.998i •1.9:8-tr1.298���.00�• -r 1.1139 I 1.022 1.139 I _ I 1.022 JL- .078 6.808- .078 9.006 O FRAME SILL (3 TRACK) I 28 6. O FRAME JAMB (3 TRACK) j--.078 2.428 I �4 632 3.172 16 HOOK STRIP 3B FRAME JAMB (4 TRACK) .210-1 ram .068 2.687 l.oa7 14 2-3/4' SILL RISER FRAME SILL (4 TRACK) .1301 r .937 ,045 1, v -�i 1.252 62 OGLAZING BEAD 10 1' INSUL LAM. GLASS .6921 r -� .937 .050 i 062 1.021 0 I � --I 1.252 L t1 GLAZING BEAD 7/16' LAM. GLASS 3.562 .078 1.823 1.647 .094 2.fi25 O PANEL LOCK STILE O PANEL TOP & BOTTOM RAIL 915 .357 .149 062 1.540 15 FIX. PANEL CUP O PANEL FEMALE ASTRAGAL 3.562 .l 0 b 125 r Z 2.104 .078 1.647 0 WO`O C N � � N�Y 2.625 0 C C O7 PANEL INNER INTERLOCK (� 0'0'-� o 3.562 0 -0 O1.. 0 1e¢ogi wOi W V) 0 m �Y Z � N �ff goLL 7 1.647 070 2.104 J Z m J .125 Q W to i 2.625 o J o J O PANEL OUTER INTERLOCK n to 2.248-{ W .125 c� aj 1.493 .078 LM 3 0 O N7 n 125 M p oo g Z 3 1 17 INTERLOCK STIFFENER ^ 3 Z o w O 00 w 3.437 078 i 1.823 1.647 o � z.500 d € O PANEL MALE ASTRAGAL eRoDUCI RENe a rndwCMM ♦♦� I Me p1.eA9e 8 od.ltling Ce PR06l1CTREYfBfb Aaq,tona No b`'1210• DS to comWYl.d with the Florida - I7-6712.Of BY Ee1cept..eeNe -- .,.ciaawot Mt,ar'Urielf %, �i i i n drawing no. �,. W17-62 9111 3 TRACK FRAMES TOP CORNER 3 TRACK FRAMES BOTTOM CORNER . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... . .. .. ... . . . iE 4 TRACK FRAMES TOP CORNER ASKEM v —plying nth ee furor Bufding Code oo Attepteott Na, f �^ l ZiA L><pindan Dofi�2 w� ate' PANEL TOP/BOTTOM CORNER to U+W+dMn Dots A 2t di /' �+ttr'l4 ProdYcECenNp, z oZ �W q Q f N Q. O ti N C wO�r IL N WQi MN � a �cco Q aa. Orr Oe01 o oboC ; NZ �ZN�a Jzcaw Q on W 0 O J N a �+ (N m n Z r� h N'D � m 3t� O oM M 0 oo N O Z 3 tL w O N U vci W cc) O 592 $ i OF - Cg drawing a no. "-:0111 W17-62 MIAM1•DADE MIAMI—DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or materi4l lWls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the Ak" may immediately revoke, modify, or suspend the use of such product or material within t*h6r jterisdictiexip•RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade Gb" -Product Control Section that this product or material fails to meet the requirements of the applicable butiid1tecode. ' This product is approved as described herein, and has been designed to comply with t14 � Florida'l3 ilding 0000 Code, including the High Velocity Hurricane Zone. ...... .... DESCRIPTION: Series "Eco-Guard 100" Aluminum Single Hung Window - L.11 a ..' «. APPROVAL DOCUMENT: Drawing No. W09-08, titled "Eco-Guard Series-100'. Mtm. S.H. 'Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, Drepar ed by %l•Famoq Corporation, signed and sealed by Javad Abmad, P.E., bearing the Miami -Dade Cf5ppty f roduit qo ntrol Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade LQtlnty Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0406.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 17-1011.23 l►`� 7 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-0224.07 and previous NOA No.14 0317.02) 2. Drawing No. W09-08, titled "Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets I through 6 of 6, dated 02/12/09, with revision E dated 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E B. TESTS 1. Test reports on: 1) 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 2411.3.2.1, and T-AS 202-94 .... along with marked -up drawings and installation diagram of an aluminrfln singt2 b1mg window, prepared by Fenestration Testing Laboratory, Inc., TestlZeoit No. ... .. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinsgrl X.E. .... (Submitted under NOA No. 14-0317.02) 990690 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 **:go: . • • ; • . 2) Uniform Static Air Pressure Test, Loading per FEV TAS 2V-94 3) Water Resistance Test, per FBC, TAS 202-94: . 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 2a2-94 along with installation diagram of a 106-1/2" wide x 76" high EbO*(Iaard �ei;i8S;100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 106-1/2" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 along with installation diagram of a 53-1/4" wide x 76" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) S%-Mnq 2Aao Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 53-1/4" wide x 76 1/4" high ECO-Guard Series-100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI-08-2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), dated 03/27/15 and 06/23/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 0000 2. Glazing complies with ASTM E1300-09 • * 0 0 0 • D. QUALITY ASSURANCE . . 1. Miami -Dade Department of Regulatory and Economic Resources �RsR) • .... *ego E. MATERIAL CERTIFICATIONS 0 0 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Arne;ice Inc„ fb,='their "Kuraray Butacite® PVB GIass Interlayer" dated 04/25/15, el.14* : on 12ii1/1�. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (1014), and of w financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, sig&d•and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-7635, issued by Fenestration Testing Laboratory, Inc., dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 14-0317.02) - 3. Proposal issued by the Product Control Section, dated 03/25/13, signed by Jaime Gascon, P.E., Product Control Section Supervisor. (Submitted under previous NOA No. 14-0317.02) 4. Laboratory compliance letters for Test Reports No. HETI-08-2166A, HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0224.07) G. OTHERS 1. Notice of Acceptance No. 14-0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window -- L.M.I., approved on 04/10/14 and expiring on 04/08/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS ' 1. Drawing No. W09-08, titled "Eco-Guard Series.100 Alum_ S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision F dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, RE B. TESTS 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE . . .... ...... 1. Mianzi-Dade Department of Regulatory and Economic Resourcds.�Fm). .... .' E. MATERIAL CERTIFICATIONS •""' ' ...... 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Aniettica, Ina for their • .... .... ..... "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dq; �a.q ./l9/17, "Viring on 07/08/19. • .. .. .. . ...... F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 5t}` Editio4 jQ01$), wil Fp. 6t'' ; • • • • Edition (2017), and of no financial interest, dated September 15, 2017, prep!-4.4� Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0406.12, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 07/02/15 and expiring on 04/08/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1011.23 Expiration Date: April 08, 2019 Approval Date: December 21, 2017 E-3 ECO—GUARD SERIES-100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG 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 (STH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS.TO BE HIGH IMPACT, NON-METAWC 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 do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL EQUAL LITES CORNERS d m � in x in FALSE MUNTINS (SURFACE APPLIED) OPTIONAL ED LATCHES ENDS SWEEP LATCHES TYP.. TYPICAL ELEVATIONS TESTED UNITS 53 1/8' WINDOW WE 47 3/B' 12' MAX, 1 A HEAD 3 b n m w �o U i I� II I li u 4 I II I QS LL NO ANCHORS AT SI 47 3/8' D.L.O. (VENT) 50 3/16' UNEQUAL LITES (ORIEL TYPE) •• ••• • • • • • •• • •• • • • • ••• • THESE WINDOWS ARE RAiiJ�d FO:*L:RGC esm%a1JIS:ILE:IMP.%? SHUTTERS ARE NOT RE11TRED. r^.ODUcrxxaVL tit�n .s c�icply�:3 wily: Florida, B:aid.g Cub: Acce;T.m No - 01 L,z3 • • • • • • • • • Pamirncion Date -DW&(Sf1Jq • • •• • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • BY M1'Liaui Dads cducl Control ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U J 0 3 (/j 0 � gr vi W o fn I- to o to W O o n uNi 0 h Z 3L m 3 n O NJ ULw w IW aDm F o y wz ss u o $ e - 088 0 0. 0 ``\111111I11f ///// T 70502 ••., TE OF•(y� drawings 1 �� •.2omoR: ��: no. W09 08 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES A', B' & 'C' WIDTH HmFrr EXr.(+) 1Nr.(-) 19-1/8" 24" 26-1/2' 32" 37" 40" 48' 53-1/8' Z6" (3) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24" 26-1/2' 32' 37' 40" 48" 53-1/8' 38-3/8' (4) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24' 26-1/2" 32" 37' 40' 48" 53-1/8. 50-5/8' (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8' 24' 26-1/2' 32" 37• 1. 48" 53-1/8' 63" (s) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24' 26-1/2' 32' 37" 40" 48" 53-1/e' 76" (7) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 EQUAL LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSP FLANGE DIMS. GLASS TYPE 'A' GLASS TYPES B' & 'C' WIDTH HEIGHT EQ'T.(+) INT.(-) EXT.(+) 1NT.(-) 19-1/8" 24' 26-1/2' 32" 37" 40' 46" 53-1/8' 50-5/8' (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24' 26-1/2" 32" 37' 40' 1. 53-1/8' 63" (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 19-1/8" 24" 26-1/2" 32' 37, 40" 48' 53-1/8' 76" (7) 75.0 90.0 75.0 90.0 75.0 90.0 1 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 UNEQUAL LITES (ORIEL TYPE) TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY Or GLASS TYPE 'C' MUST BE TEMPERED. 1/8' HEAT STREN'D. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PAB By 'kuraray America. Inc.' I 1/8" HEAT STREN'D. GLASS C SILICONE SILICONE �++ SILICONE Z m DOW 899 z NiDOW 899 i 65 DOW 899 21 10 1fi li (a 16 !i !i e I' 16 li i SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS i! I! NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraray Americo, Inc.' r-1/8' HEAT. STREN'D. GLASS HEAT STREN'D. GLASS .090" Interlayer Trosifol PAB By 'kuramy America, Inc.' r-3/16" HEAT STREN'D. GLASS • • • • • - • tt11114r111/71AAA • • `�V ��9� A7A ••• •• • • •• i I \ F 13 AfTES 13T t/4 POINTS ON LAT 1/4 POINTS • IITFS 13 AT 1/4 POINTSP!LOOI1Ci RTb15: WIDER THAN 36" ONLY WIDER THAN 36' ONLY 24 ALL SIZES -'j,, N , �uiid^r Cra_ GLASS TYPE `A' GLASS TYPE 'B' GLASS TYPE 'C' `,T,rctioaI` o- 0ll•l3 = r It o NOTE: �., GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • aut oBl� I GLAZING OPTIONS • • • • • • • • • • � '�O%ATE OF � f{drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • • By_Si G ��••, OR1DP. �i;� W09_Q$ AND FLOR10A13UILDING COMMISSIONNii'uni Uec!e 11- Cararai i DECLARATORY STATEMENT DCA05 DEC-219 • • • • • • • • • iAS6�` t,%N • • •• • •• w A/f 11111tt1t sheet 2of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING N 'e ' .EDGE' DIST. . I 0 o O a W W vI OPTIONAL TO BOTTOM LATCH TYPICAL ANCHORS 'ACING V y�U MWAI-DADE COUNTY' APPROVED m MULLION do MUWON ANCHORS SEE SEPARATE NOA o EDGE DST\ 3 Z y o EDGE DIST. I ❑ 0 a FZ n —% IL a <. G W fl`g 3 0 8cr a 0 H TYPICAL ANCHORS TYPICAL ANCHORS 0 G SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 0 N O 02 El co 0 Q mf r WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM a AND TRANSFER THEM TO THE BUILDING STRUCTURE. (j o❑, TYPICAL ANCHORS: SEE ELEV. FOR SPACING 3 1/4" DLA, ULTRACON BY 'ELCO' (Fu-177 KSI, Fy--155 KSI) g o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) } W THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 3 tM m 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) OQ 6 1 N 00 DIRECTLY INTO CONCRETE OR BLOCKS Z m 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) o 3 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) N 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) o U 00 w .J Wco� 12 INTO MIAMI-DARE COUNTY APPROVED MULLIONS w 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.) g ^ (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p TT FF 2 -soBB TYPICAL EDGE DISTANCE - e w INTO CONCRETE AND MASONRY = 2-1/2- MIN. m a $ INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. ❑ m f - COyC12ETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 �_ o 8 m 2 • • • • • • • '• • • OW/FILLED NORMAL WEIGHT BLOCK AT JAMBS f'm - 2000 PSI MIN. 0 s o ❑ $ • • • • • • • • E' ❑ • • • • • • • • • • • • �� �@;.. ucENSF r •� o s SEALA W • • • • • • • • • E• .' a ' n�I q <u, • • • • • • • • • • • • • ATE OF .• Q{7 drawing no. ALL JOINFS,WD "ME CONNIiCTI•N910SEALED WITH• •3j-S�� am JOINT SEALER. • • • • • • • MuvmDw* Pf d-1 Coceol ��7i7s/Qj.... ��� sheet 3 ❑f 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • YATRRTAL 67ANF./S7JPPLIHIt/8®TARRS 1 FY101 1 FRAME HEAD 6083-T6 - 2 FY115 1 FRAME SILL 6063-Tfi - 3 FY103 2 FRAME ,1M18 6063-18 - 4 FY104 1 F00=D MTG. RAIL 6063-T6 - 3 FY705 1 VENT TOP RAIL 8083-Tfi - 6 FY714 1 VENT BOTTOM RAIL 6063-TB - 7 FY107 2 VENT SIDE RAIL 6063-T6 - B FY708 AS R00. GLAZING BEAD (5/16' LAM. GLASS) 6083-T6 - BA FY709 AS ROD. GLAZING BEAD (7/16' LAM. GLASS) 6063-TB - BB FY110 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063- C1 �{� w 0 I Z Qi w zx 6 i 0 E Q d c' P- U Q U H m V O� APPROVED ADE COUNTY 0 K m g APPROVED MULLION Q 11• G SEE SEPARATE NOA TYPICAL ANCHORS Q -a SEE ELEV. FOR SPACING m ZJ Q W m w 9 {L Z Vl _ o .I�Om< Qwmi N -__---_ U J r+ V) _ S n __ - v W W w N� WINDOW WIDTH WINDOW WIDTH o0 10 i r t M N 0 m N g Z_3[}i m �Z} n TYPICAL ANCHORS SEE ELEV. FOR SPACING � 0 o UAW w Wm�� O 1/4' MAX � 1/4' MAX. VENT WIDTH SHIMS SHIM 1BY 1/4' MAX. METAL WOOD BUCKS SHIM STRUCTURE 1B 7 20 $ �n 2 v,v TYPICAL ANCHORS - 3 F o 7 2' _ _ _ _ _ _ _ SEE ELEV. TYPICAL ANCHORS . 6 / - - - - - FOR SPACING SEE ELEV. Y � FOR SPACING 0 U $ h SCREEN OPTIONAL ---___-_ 1/4RR'y1 N •�SR••• •w• • • • •• � OOUo • S • • • • • • SSV\V1t1111111//////i t4 EXTERIOR •. > • • • • • • 000 • i PRODUCT REVISED _ c D.L. OPG. ;;complying with tha Florida WINDOW WIDTH A<apt+ncahw 11-1011.2� �` o $ • • • • • • Expiiatioa LTa�• y _ • • • • • • • null - a • • • • • • B D si 2{1 • A STATE OF [(�: drawing no. • • • • Nilmi)ade t C� (A`S • :°[ORIDP.: •G, W09-08 • • • • • . • . • / S •• • AL • • • • • • • '/// �OW111 % sheet 4 of 6 1TEY / PART � RSQD. DESCRIPTION TB- 9 FY716 2/VENT SASH SLOP 6063-T5 - 17 FY113 2/VENT SPRING LOADED LATCH, AT 7' FROM ENDS 6083-T6 - 11A - 1/ LATCH LATCH SPRING Sr. STEEL - 12 SL203P 2/VENT SWEEP LATCH, AT 12-1 /2" FROM ENDS ZAMAK SULLIVAN ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS • n SEE ELEV. FOR SPACING ITYPICAL O � N ALT. O ALT. v' v TYPICAI ANCMORC PACING MIAMI—DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING I •1 1'/2'• �n 1 1 %h' . o MASONRY w 0 a • • • • • • • • • • • • INSTALLATION DETAILS WUX FLUS'11 A'tA jA*Bj • • • '."iS,kJCT RzVISED . eo-ny:y.g m!b ft FImida Duildmg Code • • • • • • �acpl�tioy ^.t 19 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o N 9 OF�IySL� drawin-0811 go no. �2aso — • � .082 1.6880 8,3 2.812 OO FRAME HEAD 1.202-1 FRAME .062 2.188 ,.373 5,9 1.422 045 Q FIX. MEETING RAIL O� 1,p47 1.340 1.250 .062 2.063 1.140 Q VENT TOP RAIL Q VENT BOTTOM RAIL FRAME SILL JAMB .394- � .050 I3 ®— 1.047 GLAZING BEADS 1.434—y 1.067 ,06 A621 O VENT SIDE RAIL 1.247 1254 .078 1.445 .963 11 SPRING LOADED LATCH 688 2..06 ��.062� .500 U L 69 2.611 0 FLUSH FRAME ADAPTER 130 045 I3 1.047 T ,4 . ..... ... . FRAM OCOALIFes DE•IAIL • • • • • PROD'JCT REVISED as m^:plying with de Pf0[iu8 ;,tilting bide • • • • • • • Ac-.eplair;lrt l7 011.13 • • • • • • • L:arii Dade: ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • M, lmm m .. o J J n 3 m g � LU R vi W F— w o W N� o ID a 0 Go ' vw Z 3 - m N J �. 0 0 00 w W 00 M 0 q ���� drawing na. 3`,; W09 v08 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidgde.gov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserj8 th8 right to have this product or material tested for quality assurance purposes. If this product.dr. matey% r TAils to perform in the accepted manner, the manufacturer will incur the expense of such testitg and tha •Al tnay immediately revoke, modify, or suspend the use of such product or material within 4t jgrisdiction„ RER reserves the right to revolve this acceptance, if it is determined by Miami -Dade CgWlty Product.Qpntrol Section that this product or material fails to meet the requirements of the applicable b%1JWcode.*....' This product is approved as described herein, and has been designed to comply witk -tkv *Florida, koilding Code, including the High Velocity Hurricane Zone. • • • • • • DESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I. : • •: •: • APPROVAL DOCUMENT: Drawing No. W09-20, titled'Teo-Guard Series-300 Alum Fixed v4dtiv • (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepered ty Al fajeeq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Coft"t Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. ]RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer- or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0715.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation. was reviewed by Sifang Zhao, P.E. NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision E dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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•299•94 3) Water Resistance Test, per FBC, TAS 202-94 "" along with installation diagram of a 97 1/4" wide x 961/8" high No-Uuarddserte5:300 aluminum double fixed window, prepared by Hurricane Enginegjj414 Testing.Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and s eale�iby Ca ndi�do F. Font, P.E. (Submitted under NOA#09-0413.08) 0000 • • • • 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20f-Vt *: 2) Cyclic Wind Pressure Loading per FB C, TA J �;f S4 • • • along with installation diagram of a 97 1/4" wide x 96 1/8" highEcd-Guardzeriee 300 aluminum double fixed window, prepared by Hurricane Engineering i% Testing nc., Test Report No. HETI-08-2192B, dated 0l/15/09, signed and sealed by CaWdVIV. Font, P.E. (Submitted under NOA409-0413.08) • • • 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco-Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.48) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#09-0413.08) S;[gfg Oh'V Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. 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 installation diagram of a 50 5/8" wide x 63 1/4" high Eco-Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Sacbmitted iinder NOA#09-0413.08) C. CALCULATIONS 0000 I. Anchor verification calculations and structural analysis, complying with FBU 64%it Edition (2017), dated 10/13/17, prepared by Al-Farooq Corporat, signedzq•. sealed by Javad Ahmad, P.E. """ " ' •••••• • 2. Glazing complies with ASTM E1300-09 Goo* D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic ResourcM(RLR) E. RIAL CERTIFICATIONS ••...• .0 00 ••••• 0606V • . .... MATE 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray ALA'A, Inw fAn their :" "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17*, Miring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t" Edition (2014), with FBC 61n Edition (2017), and of no financial interest; dated October 13, 2017, issued by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 15-0715.10, issued to Eco Window Systems, LLC for their Series "Eco-Guard 300" Aluminum Fixed Window — L.M.I., approved on 09/03/15 and expiring on 06/17/19. Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.20 Expiration Date: June 17, 2019 Approval Date: January 11, 2018 E-2 1.813 � 875 1.000 .062 pffq I^ 2.750 Q1 FRAME HEAD/SILL/JAMB 1 —{.75 fir �0�y� { .o .81;s .B03 os —I�- �l�l Q GLAZING BEAD j^1.070 t.' `�375 n ANCHOR COVER 2.688 .062� 500 69 I^---2.611 Q FLUSH FRAME ADAPTER ECO—GUARD SERIES-300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 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 FAIL (SURFAC MUNONS :APPLIED) D.L. OPG. A OPTIONAL 3 d I, n u C a II II u n II II II II u u a n � II II u n II II II II II II II II II II II II --11-----'tl-- n n 3 6' MAX. 12' MAX. HEAD/SILL HEAD/SILL CORNERS CLASS D.L.O. DIMS, D.L.O. HEIGHT = WINDOW HEIGHT - 3.625" D.L.O. WIDTH = WINDOW WIDTH - 3.626" THESE WINDOWS ARE RATED FOR LARGE & s*%L7 Miw�4k IMRAGT. • • • • • • • SHUTTERS ARE NOT REQUIRED. PRODU-REVISED � mmplying wish Mx FtariQe = Duildi� Ccde _- • • 000 • • EzeCPn"" N7o 17-1/ • • • • • • • • Mimi • • • • • • • D• c7 cilntroi ��i� • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 7E OF J n p3 J m 3 � w 0 2 n Ld V) L 1M rn s �M J N Z �4 m p C1I J LLJ o - ; crowing no. W09-20 ' 3/16" ANN. GLASS 3/16' HEAT STREN'D. GLASS 090' Interiayer 090" Intenoyer Trosifol PVB SentryGlas By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 3/16" ANN. GLASS 3/16' HEAT STREN'D. GLASS SILICONE SILICONE DOW CORNING 899 DOW CORNING 899 GE SCS 2000 GE SCS 2000 m i m a' II II 5 O1 !I �I 5 !i !i AT 1/4 POINTS !i !i AT 1/4 POINTS 8 ON LRES WIDER li ji 8 ON LITES WIDER THAN 36' ONLY THAN 36" ONLY 18 X 1-1/4" SMS p8 X 1-1/4' SMS AT 3-1/2' FROM ENDS AT 3-1/2" FROM ENDS AND 10' O.C. MAX. AND 10" O.C. MAX. GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTION ' W. WIDTH WINDOW W _WIDTH WINDOW W WIDTH �� r 1 � 0-- WINDOW WIDTH WINDOW WIDTH WINS i 3 3 W. WIDTH r WINDOW WIDTH I I WINDOW WIDTH WINDOW WIDTH I I Z r. - r - , - - - - 30 .� LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. � w ry aggl 3 0 v DESIGN LOAD CAPACITY - PST DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' VINDOW DIMS. I GIASS 'TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXr.(+) 1NT.(-) EXT.(+) I-(-) WIDTH (w) LENGTH (L) EXT.(+) I-(-) EXT.(+) 1NT.(-) Z n Q q F IL V 3 d ar O LL Q 6 N M 'R Q p In a G to Q 0' O G ~ Q r3 w W I O 2 .. J Z M S w Q W M 2 h 24 30• 36' 4z' 1. 54" 60' Be" 72. 36. 75.0 80.0 80.0 90.0 26-1/2' 37' 53-1/8" 74' 26• 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2' 37" 53-1/B" 74' 38-3/8' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 60.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2' 37' 53-1/8" 74' 50-5/8 75.0 80.0 80.0 90.0 24" �" 36' 42' 48' 54' 60' 66" 72' �" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 71.3 76.0 80.0 90.0 75.0 80.0 $0.0 90.0 71.3 73.1 80.0 90.0 75.0 80.0 60.0 90.0 25-1/2' 37' 53-1/8' 63' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 7&0 80.0 80.0 90.0 67.9 725 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2• 37' 53-1/8' 76' 75.0 80.0 80.0 90.0 _ >= 3 c ? 1'j va p IiI V m J n N v^I W N 3 L 17 Q 00 M n Z - m 3 Z. N U N w42" WrA m 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 67.9 69.9 80.0 90.0 24" 30' 36' 42" 48` 54" 60` 66` 72' �. 75.0 80.0 80.0 90.0 W L J i% / 3OJ36' NOS3 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORQONTALLY AS SHOWN ABOVE NOTE: GLASS CAPACITIES ON THIS SHEET ARE SAD ASTM E1300-09 (3 SEC. GUSTS). • • • • • • t-1n111t ellLl,l/ • • • • 1�`111^'' .... I j7ii . . • • • . WIft1111e F1P'nie 111ildiu,C�e '® Q'•A inA NP �ALLOWABLE *D(r�+-/-l-Zn�9TE OFFVERIFIED • 3y �j-Ue� q Z iS. •' ORI�P� zmi 5n 1. uc; Lbnnot III �0��� 111VV�` 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 24' 30' 60' 72" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 o � g 3 d a 12 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 24" 3p' 36' 42' 48" 54" 1, 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 60.0 80.0 90.0 70.0 70.0 80.0 90.0 65.6 65.6 80.0 64.3 64.3 80.0 24' 30' 36' 42' 48• 96' 75.0 80.0 80.0 75.0 50.0 80.0 to. o ° o $ m < m u D 75.0 76.z ao.o 64.6 91.• •e•.o • 59.9 .0 0. 24" 30' 36" 1 OB' 75.0 75.0 n.0 •l�,0 • •90.5 A sheet 2 of 5 75.0 .0 90. 74.5 74.5 80.0 90.061.5 61.5 80.0 90.0L 24' 3fi' 120' 75.0 80.0 80.0 90.0Carnliy:Lg 75.0 B0. 80.090. 74.5• 74.5 • 80.0 • •90.• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORSIBY r, WOOD BUCK SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS 2 GOD BUCK SfRUC1117 SEE ELEV, FOR SPACING OR W 0 n I .. MIAMI—DARE COUNTY APPROVED WOOD RE �+ EDGE DIST, ° n y �°�a � MULLION k MULLION ANCHORS O1 a.' a .' EDGE SEE SEPARATE NOA EDGE Z q r 3 I GIST. 0 f • EDGE DISi. �j ro Q 0 L N i I d'oe.��..o 0 INy M, � cfKCM o �I li 0 6 C 0 d TYPICAL ANCHORS TYPICAL ANCHORS C I' �I SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING � Z O N Q oLL 6 li 2 N _ o J a to L° Q wmf k j WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING !! !i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1_/4' DIA. ULTRACON BY 'ELCO' (Fw177 KSI, Fy-155 KSI) = w !!!! AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES U m 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 J THRU 1 BY BUCKS INTO CONC. OR BLOCKS m UJ n 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) w W v 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) c F ! !! DIRECTLY INTO CONCRETE OR BLOCKS N W F IX I V i !i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) o to �� _ 'o a 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3M m c W #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 0 00 on SS INTO MIAMI—DADE COUNTY APPROVED MULLIONS ti Z 3� m W OR Z� n 3 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) N (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE oI OU 1, ALUMINUM: 1/B" THK. MIN. (6063-T5 MIN.) u ld m m t2 STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) O �j (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 'I TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. i INTO WOOD STRUCTURE - 1" MIN. `o N R iI INTO METAL STRUCTURE - 3/4" MIN. !I !! S O WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. c 9 d i! CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. d $ g ii C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. Ii li z SEALANT 3 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH H c S S S S :I1 •• ••• • _ JORIT SEALEIP. • •• d PRODUCT P.SV.SrD .70 5 0 ..MnrIyiog'm?'lice 'a TYPICAL ANCHORS r.. .. E<iding Cc3c ' - G � J I $EE ELEV. o'• : v • • • • • • • xFmrc=Raa f �-!R1 — o • • • • • •ExvirMpv DzR—��-j�7A FOR SPACING 1BY" I TYPICAL ANEH� • • • • • 99 ��®', ATE OF.C{/� drawings no. •W000 BUCK SEE ELEV. • • • • • • • dBy •5� 1t • i ORVDJ""* !� FOR SPACING • • • •ate ;n,� �• S W09-20 EDGE Disc. EDGE Dlsr. • • • • • • • fF I �iri111111Tt``7 sheet 3of 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POEM # PART / REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SLLL/JAMB 6063-T6 - 2 FY302 AS REOD. GLAZING BEAD- 7/16- GLASS 6063-T6 - 3 FY303 AS REOD. ANCHOR COVER 6063-T5 - 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAF'AS 5 FLB-50 1 GLASS SPACER - 1/8* HIGH SIUCONE FRANK LOWE 6 g10 x 1' 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 8 - 2/ LITE I SETTING BLOCK EPDM DIUROMETER 85t5 SHORE A 1/8' THK. 8 Z n ALUM STRAP C F q JOL 0 0 tRp V p of .1 o 0 IL a 0OtE a It z 0 IL In a w 0, WELDED �— JOINTS CIRCULAR WINDOWS 1/4' MAX. TYPICAL ANCHORS w� SEE ELEV. �o FOR SPACING METAL STRUCTURE •• ••• • • • •• > PRODUI i R5\USED ..' .4 v cod wiU� the FTuridg noildinE Codc ' .`'..:; •;. • • 000 • • Acreptr.*b11•l. IpZ. Zo '', • • • • • • %'x+, i�ui�m •aee ill—`e"r'YT{•`=is—e-9 • • • • • • • hiiazni Ux Prc �c��ontro7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MITER CORNERS 0 . .... ......... 1 O 1•' ATE OF '•[(Y�� (drOwlo . ...OR10>,'��%`2� W01 9-201 " 'EDGE' DI TYPICAL ANCHORS SEE ELM FOR SPACING ALT. O ALT. • v ' °. • - 71YPICAL ANCHORS enn, olcr. SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIMS ALT. To- < TYPICAL ANCHORS "� SEE ELEV. ' FOR SPACING • •• • • • • ••• • INSTALLATION DETAILS WITH FLU114 FRAM$ ADM- TEi! • • • • • • PROAULT RViSEu 0 complying witb tha rlmida Euildcig Code • • • • • • • • • •• f • • •Mira -tit Comm: •• • • •• •• • • • •• •• ••• • • • ••• • • '7O �i ry •� g .7 s TATE OFF drawing no. W09-20 M IAM I•DADE MIAlII—DADE COUNTY, FLORIDA o PRODUCT CONTROL SECTION DEPARTA4ENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SAY 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 NOTICE OF ACCEPTANCE (NOA) ,vn�v.m�amiclaae.gov/economy Eco Window Systems, LLC 9114 NW 106 Street Miami, Fl. 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami --Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the WtThurity Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The •Miatn�—. Coutny,P cfgluct Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than M1am4s1Pade County) jeserve the right to have this product or material tested for quality assurance purposes. If thic.product oirnaterial fails to perform in the accepted manner, the manufacturer will incur the expense of suektesting andtke AHJ may immediately revoke, modify, or suspend the use of such product or material *h tki=heir jVtisdiClion. RER reserves the right to revoke this acceptance, if it is determined by Miam?—TAM CounJ•Prdiluct Control Section that this product or material fails to meet the requirements of the aplOcaWbuilding code. This product is approved as described herein, and has been designed to comply wit the Florio&Klding Code, including the Higli Velocity Hurricane Zone. •.. • . • DESCRIPTION: Series "ECO—Guard Clipped" Aluminum Tube Mullion — L.M.L. • • • • APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion", -sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RE NEWAL 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 13-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 14-0529.16 MIAMI•nADE COUNTY �5� Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 0900 2) Uniform Static Air Pressure Test, Loading pert FBC, TA9 =—*94 ...... 3) Water Resistance Test, per FBC, TAS 202-94..' • • • • • along with marked —tip drawings and installation diagram of•a•�lipped aftlinihum •""' mtiilion at fixed windows, prepared by Hurricane Engineering '8c IUting, Inc., Test : • • • • : Report No. HETI-08-2192A, dated 01/15/09, signed and sealeelby. andido,V.�bnt, ,....• P. E. ...... .... 2. Test reports on: 1) Large Missile Irnpact Test per FBC, TAS 201•-44 • •• ..... "":' 2) Cyclic Wind Pressure Loading per FBC, TA32WIV4 ' • along with marked —up drawings and installation diagram of * clipped ;krminuni . mullion at a fixed window/ a single hung window, prepared by Ikutc,rte Engineering & Testing, Inc., Test Reports No.'s HETI-08 2192B and HETI-08 21t;6t;•both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010 and FBC 5ih Edition (2014), prepared by Al—Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5" Edition (2014), issued by AI Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HET"8-2192A, HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, . all lsjpFo by...... Hurricane Engineering & Testing, Inc., dated 01/15/09, Aglied: and sealed by .' Candido F. Font, P. E. • ...... .. . ...... 4. Proposal No. 08-0236 issued by the Product Control, dated •86/'04/08, sighed by: Manuel Perez, P. E. • • • • • .... .... ..... ...... .... ..... G. OTHERS ••'••' •••••• 1. None. •••••• • r � . Jaime D. Gascon,�E. Product Conrol Section Supervisor NOA No. 14-0529.16 Expiration Date; October 23, 2019 Approval Date: October 23, 2014 E-2 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL, BE AS LISTED. SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSUAILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP t DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MWAI-DADE COUNTY APPROVED GLAZING PRODUCTS MEERNG ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP I ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. VTUBUR SHAPES 2AW—�i ALLOY - 6063-T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • • • ;••• •• • • • • T CNtl. FIA PE % 70592 CAN. 3538 APpmvcA as 000rplying idiT &c I'Ioridn BuDUii q(^cys_ „ • Orl NOc •'�'!D A�j • A!G-��J • • • plJ,'u+uj�jt"jToo 0 0 0 u.t��r•u�uni • • • rry--- �L. -.. • • •go . . .. . . . . . • . .. . • . . . • •. ... . • . ... . . ;T z p 9 lz0 0cy �, a V C C7 0 p IL o 3 to 0 QWaI F C1 0 In J Z O c6 F w t5 win or, r O oMT n Z Z 3 3Z�o J p <F J v Q W W (rowing no. M14-01 I t.000 C �-.tzs �{ 1.000 F"- .125 I I� .125 .375 125 4.000 3.000 3.000 125 L Lu .375 Ix = .9502 IN\4 Ix = 2.0374 w\4 Ix - 1.538 IN\4 Sx = .6335 IN\3 Sx 1.0187 IN\3 Sx 1.0254 tN\3 1 X 3 1 X 4 1 X 3 STD. MULLION STD. MULLION CUSTOM MULLION 6063-T6 6063-T6 6063-T6 1/2" MIN. 0 ANGLE CLIP 6063-T6 1.000 �2.000�.125 .375 4.000 .125 4.000 125 .375 Ix = 3.1878 IN\4 Sx 1.5939 w\3 1 X 4 CUSTOM MULLION 6063-T6 Ix - 2.9762 IN\4 Sx = 1.4881 w\3 2 X 4 STD, MULLION 6063-T6 125 S Ix = 8.2757 IN\4 Sx 2.7586 IN\3 2 X 6 STD. MULLION 6063-T6 Ix - 15.2031 w\4 Sx = 5.0677 IN\3 2 X 6 HEAVY MULLION 6083-T6 Appnmd ns wmpiying mi61 OIc }i(11{f1n lilti11 ( ( DWt - a.ftf TA0 40/� 011 t .d 11, :cmIm I. NOTCH NOZDIM • • • • • • • • • OPTIONAL 1/2. OPTIO/2" • • • • • • • • • MIN. IN. • • • • • • • • • • • • • • • • • • a •Engr.JAVAAAHMAD CML FUG PE ! 70592 2. C.A.N, 538 MIN.MIN. N. �\ MULLION CLIP MULLION CLIP • • • • • • • • •IR • 6063—T6 6063—T6 • • • • • • •�; • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U o N Z 0 N m j W � w }w m �W 0 oll n D z Z 3 LL m D 3Z� .j 0 .* _j Q w��R bowing no. M14-01 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW YAOTH (1Y) DIMS. MULL SPAN LX 3 STD. 1 X4 STD. 1 X3 CUSTOM 1 X4 CUSTOM 2X4 STD. 2X6 STD. 2X6 HEAVY 19-1/9' 26-1/2" 30' 37' 42' 48" 54' 60 66 72' 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1200 112.5 120.0 120.0 120.0 120.0 120.0 120.0 103.2 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2' 30' 37" 42' 48' 54" 60' 66' 72' 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.8 120.0 120.0 120.0 120.0 120.0 120.0 103.3 120.0 120.0 120.0 120.0 120.0 120.0 94.0 120.0 120.0 120.0 120.0 120.0 120.0 86.1 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/2' 30" 37' 42" 48" 54" 60" 66' 72' 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1 120.0 1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.3 120.0 120.0 120.0 120.0 120.0 120.0 101.6 120.0 120.0 120.0 120.0 120.0 120.0 88.9 120.0 120.0 120.0 120.0 120.0 120.0 79.0 120.0 120.0 120.0 120.0 120.0 120.0 71.1 114Z 115.2 120.0 120.0 120.0 120.0 64.7 104.1 104.7 120.0 120.0 120.0 120.0 59.3 95.4 96.0 120.0 120.0 120.0 1 120.0 19-1/8' 26-1/2' 37" 42' 48' 54' 60' 88' 72' 63" 120.0r120.O 120.0 120.0 120.0 120.0 120.0 88.1 120.0 120.0 120.0 120.0 120.0 77.8 120.0 120.0 120.0 120.0 120.0 63.1 102.1 120.0 120.0 120.0 120.0 55.6 90.0 120.0 120.0 120.0 120.0 48.6 78.7 120.0 120.0 120.0 120.0 43.2 70.0 120.0 120.0 120.0 120.0 33.9 73.9 63.0 115.7 108.0 120.0 120.0 35.4 1 67.2 1 57.3 1 105.1 98.2 120.0 120.0 32.4 1 61.6 1 52.5 1 96.4 1 90.0 1 120.0 1 120.0 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (w) MULL SPAN 1X3 STD. 1 X4 STD. 1 X 3 CUSTOM IX4 CUSTOM 2 X 4 STD. 2X6 STD. 2 X 6 HEAVY 19-1/8' 26-1/2" 30" 37" 42' 48' 54" 60" 66' 72' 74-1/4" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 53.8 115.4 87.1 120.0 120.0 120.0 120.0 47.5 101.9 78.9 120.0 120.0 120.0 120.0 38.5 52.6 62.4 120.0 120.0 120.0 120.0 33.9 72.8 65.0 113.9 106.4 120.0 120.0 29.7 63.7 48.1 99.7 93.1 120.0 120.0 26.4 56.6 42.7 86.6 82.7 120.0 120.0 23.8 51.0 38.5 79.7 74.4 120.0 120.0 21.6 46.3 35.0 72.5 67.7 120.0 120.0 - 42.5 32.1 66.5 62.0 120.0 120.0 19-1/8" 26-1/2' 30' 37' 42' 48" 54" 60' 66' 72" 84' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 37.2 79.7 60.2 120.0 116.4 120.0 120.0 32.8 70.4 53.1 110.2 102.8 120.0 120.0 26.6 57.1 43.1 89.3 83.4 120.0 120.0 23.4 50.3r3_32 78.7 735 120.0 120.0 20.5 44.068.8 64.3 120.0 120.0 - 39.161.2 120.0 - 35.2 55.1 .6 120.0 - 32.0 50.1 .4 120.0 - 29.345.9 E12.0 .8 120.0 19-1/8" 26-1/2' 30" 37' 42' 48' 54" 60" 66" 72' 96" 34.5 74.0 55.8 115.8 .0 120.0 24.9 53.4 40.3 83.5 .0 120.0 22.0 47.2 35.6 73.8 .0 120.0 - 38.2 28.9 59.8 .0 120.0 - 33.7 25.4 52.7 49.2 120.0 120.0 - 29.5 22.3 46.1 43.1 107.8 120.0 - 26.2 - 41.0 38.3 95.8 120.0 - 23.6 - 35.9 34.4 86.2 1 120.0 - 21.4 - 33.5 31.3 78.4 120.0 - - - 30.7 28.7 71.8 120.0 19-1/8' 26-1/2" 30" 37" 42' 48' 54" 60' 66' 72" 108" - - - 81.3 75.9 120.0 120.0 - - - 58.7 54.8 120.0 120.0 - - - 51.8 1 48.4 120.0 120.0 - - - 42.0 39.2 109.1 120.0 - - - 37.0 34.6 96.1 120.0 - - - 32.4 30.2 84.1 120.0 - - - 28.8 26.9 74.7 120.0 - - - 25.9 24.2 67.3 120.0 - - - 23.6 22.0 81.2 112.3 - - - 21.6 20.2 56.1 103.0 ALL LOADS ARE EXT.(+)/INT.(-) NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 4 STD. 1 X3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2 X 6 HEAVY 19-1/8" 26-1/2" 30" 37" 42' 48' 54" 60' 66' 72" 120" - - 59.3 55.3 120.0 120.0 r - - 42.8 39.9 111.0 120.0 - - 37.8 35.3 98.1 120.0 - - 30.6 28.6 79.5 120.0 - - 27.0 25.2 70.1 120.0 _ - - 23.6 22.0 1 61.3 1 112.6 - - 21.0 - 54.5 100.1 - - - - - 49.0 90.1 - - - - - 44.6 81.9 - - - - - 40.9 75.1 19-1/8' 28-1/2' 30" 37' 42" 45' 54" 60" 66' 72' 132" - - - 44.5 41.8 115.6 120.0 - - - 32.1 30.0 83.4 120.0 - - - 28.4 265 73.7 120.0 - - - 23.0 21.5 59.8 109.8 - - - 20.3 - 52.6 96.7 - - - - - 46.1 84.6 - - - - - 40.9 75.2 - - - - - 36.8 67.7 - - - - - 33.5 61.5 - - - - - 30.7 56.4 19-1/8" 26-1/2" 30' 37" 42' 48' 54' 60' 66' 72' 144' - - - 34.3 32.0 89.0 120.0 - - - 24.8 23A 64.3 118.0 - - - 21.9 20.4 56.8 104.3 - - - - - 46.0 84.5 - - - - - 40.5 74.5 - - - - - 35Z 65.2 - - - - - 31.5 57.9 - - - - - 28.4 52.1 - - - 23.7 43.4 ARCHES TO BE INSCRIBED HORIZONTAL MULLION INSIDE RECTANGULAR SHAPE "GIAZWG PRODUCT 3 VERTICAL NU.UON CLA2ING GLAZING z O PRODUCT PRODUCT 3 3 GLAZING GLAZING PRODUCT PRODUCT • • • • • • • • W7 • l4R• MULLION SPAN • •• • • • • ••• • TYPICPIr MUtL''ICN ARRANA� Et0fS' En9r. JAVAD AHMAO LML FTA PE j 70592 Wl i- Y12 CJ.N. 3538' Approved nj l��ins"L`4CIZtC 2 FloridaG 0 • • NOAtl • • • • • �' • l . �"� MULLIONS "' ; ; •; ; 'i11.41 • • • • 1. .. • . • • • • • • • . • ••• • • . . . . . . . . . . . •0 •• 00 . •• .. ... . . . ... . . m z r F m CL �C O 0� v v cW i� aC> °o 0ILQ�.1 U.2�-O 3 to g It H 2 kE 0 a a 5 drowing no. M14-01 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (1Y) MULL SPAN A2 A4 AS B2 B4a B4b WIDTH (W) MULL SPAN A2 A4 AS 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 60" 66" 72' 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1/2' 30" 37' 42" 48" 54' 60" 66" 72' 74-1/4" 120.0 120.0 120.0 1� 120.0 120.0 120.0 120.0 120.0 120.0 114.2 120.0 120.0 ; 120.0 120.0 120.0 120.0 120.0 120.0 100.8 120.0 120.0 1 120.0 120.0 120.0 101.4 170.0 120.0 81.8 120.0 120.0 120.0 120.0 120.0 89.3 120.0 120.0 72.0 120.0 120.0 120.0 120.0 120.0 78.2 112.6 120.0 63.D 109.9 120.0 108.4 120.0 120.0 69.5 100.1 120.0 56.0 97.7 120.0 97.6 120.0 120.0 62.5 90.1 120.0 50.4 87.9 120.0 88.7 120.0 120.0 56.9 81.9 113.7 45.8 79.9 119.9 81.3 120.0 120.0 52.1 75.0 104.2 42.0 73.3 109.9 19-1/8" 26-1/2' 30" 37" 42' 48' 54" 60" 66" 72' 42' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2' 30" 37' 42' 1. 54" 60' 66" 72' 84" 120.0 120.0 120.0 1 120.0 120.0 120.0 120.0 120.0 120.0 100.9 120.0 120.0 1 120.0 120.0 120.0 114.3 120.0 120.0 89.1 120.0 120.0 120.0 120.0 120.0 92.7 120.0 120.0 72.3 120.0 120.0 120.0 120.0 120.0 81.6 117.6 120.0 63.7 111.0 _ 120.0 111.4 120.0 120.0 71.4 102.9 120.0 55.7 97.1 120.0 99.0 120.0 120.0 63.5 91.4 120.0 49.5 86.3 120.0 89.1 120.0 120.0 57.1 82.3 114.3 44.6 77.7 116.6 81.0 120.0 120.0 51.9 74.8 103.9 40.5 70.6 106.0 74.3 120.0 120.0 47.6 68.6 95.2 37.1 84.8 97A 19-1/8" 26-1/2' W. 37' 42" 48" Sd' 60" 66" 72" 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2" W. 37" 42" 4B" 54' 60' 66' 72" 96• 120.0 120.0 120.0 120.0 120.0 120.0 107.3 120.0 120.0 88.3 120.0 120.0 120.0 120.0 120.0 94.6 120.0 120.0 78.0 120.0 _ 120.0 119.9 120.0 120.0 76.9 110.7 120.0 63.2 110.3 120.0 105.7 120.0 120.0 67.7 97.5 120.0 55.7 97.1 120.0 92.4 120.0 120.0 59.3 85.3 118.5 48.8 85.0 120.0 82.2 120.0 120.0 52.7 75.9 105.3 43.3 75.6 113.3 74.0 120.0 120.0 47.4 68.3 94.8 39.0 68.0 102.0 67.2 117.2 120.0 43.1 62.1 86.2 35.5 61.8 92.7 61.6 107.5 120.0 39.5 58.9 79.0 32.5 56.7 85.0 19-1/8" 26-1/2 30" 37' 42' 48" 54" 60' 66" 72' 63' 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 26-1/2' 1. 37" 42' 1. 54' 60" 66" 72' 108" 108.8 120.0 120.0 120.0 120.0 120.0 86.3 120.0 120.0 78.5 120.0 120.0 118.9 120.0 120.0 76.2 109.7 120.0 69.3 120.0 120.0 96.4 120.0 120.0 61.8 89.0 120.0 56.2 98.0 120.0 84.9 120.0 120.0 54.4 78.4 108.8 49.5 86.3 120.0 74.3 120.0 120.0 47.6 68.6 95.2 43.3 75.6 113.3 66.0 115.1 120.0 42.3 61.0 84.7 38.5 67.2 100.7 59.4 103.6 120.0 38.1 54.9 76.2 34.7 60.4 80.7 54.0 94.2 120.0 34.6 49.9 69.3 31.5 54.9 82.4 49.5 86.3 120.0 31.7 45.7 63.5 88.9 50.4 75.6 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 DESIGN LOAD CAPACITY - PSF A6�� �Y o v z VINDOW DHIS. ANCHORS TYPE WOTH (W) MULL SPAN AZ A4 AB B2 B4a B4b 19-1/8" 26-1/2" 30' 60" 66' 72" 120" 97.9 120.0 120.0 62.7 90.4 120.0 z 0 t )"' O42" 0 M K W g 0 IL >¢ o 'l 0 V� Oro C Q IL Z yl $- Q N S •i 120.0 120.0 45Z 65.2 90.6 108.8 120.0 40.0 57.6 80.0 88.2 120.0 32.4 46.7 64.9 K70.6 77.7 116.6 28.5 41.1 57.148' 68.0 102.0 25.0 36.0 50.054" 60.4 90.7 22.2 32.0 44.4 54.4 81.6 20.0 28.8 40.0 28.4 49.5 74.2 - 26.2 36.4 26.0 45.3 58.0 - 24.0 33.3 19-1/8" 26-1/2" 30' 37' 42" 48" 54" 60" 65" 72" 132" 89.0 120.0 120.0 57.0 82.1 114.1 64.2 112.0 120.0 41.2 59.3 1 82.3 56.7 98.9 120.0 36.4 52.4 72.7 46.0 80.2 1 120.0 29.5 42.5 59.0 40.5 70.6 106.0 26.0 37.4 51.9 35.5 61.8 92.7 22.7 32.7 45.5 In Z j m 1 ~ O Z j Q 0 N J n -i U Vl W } W (1) 0 00 1n H 0 p t'1 u1 Z -i 3 aD 3 Z W ... Wrn�d 31.5 54.9 82.4 20.2 29.1 40.4 28.4 49.5 74.2 - 26.2 36.4 25.8 45.0 67.4 - 23.8 33.1 23.6 41.2 61.8 - 21.8 30.3 19-1/8' 26-1/2' 30" 37" 42" 48" 54" 60" 66" 72" 144' 81.6 120.0 120.0 52.3 75.3 104.6 58.9 102.6 120.0 37.7 54.3 75.5 52.0 90.7 120.0 33.3 48.0 66.7 42.2 73.5 1102 27.0 38.9 54.1 37.1 64.8 1 97.1 23.8 34.3 47.6 32.5 56.7 85.0 20.8 30.0 41.7 28.9 50.4 75.6 - 26.7 37.0 26.0 45,3 68.0 - 24.0 33.3 23.6 41.2 61.8 - 21.8 30.3 21.7 37.8 56.7 - 20.0 27.A TYPICAL ANCHORS TYPICAL ANCHORS ARCHES INSISE TO BE RECTANGULAR HORIZONTAL INSCRIBED SHAPE MULLION 0 VERTICAL MULLION ID, PRODUCT GLAZING PRODUCT PRODUCT Al TYPICAI. ANatoRs . • • . • • yL� • • • I MULLION SPAN • • . : I0�MULLION ARRANGEMENTS . • • .. • • . • • Env`: JAvAO AHMAD �) Lv1 + wzIV WIDTH W = 2 HA. PE ( 70592 Approved ns 00mplying %0d1 91c CAN. 3538 Plmid6 B lu'l}}}lc��(( NOA.MAY • • • • • • • A41 zn� Conlml i • • • • • • \1 n 0.0 ... . . . . ... . . . . . . . . . . . . . ..... . . . .. .. ... . . . ... . . G AZING PRODUCT 3 i ANCHOR L?AIL jt N 3 GLAZING GLAZING PRODUCT PRODUCT TYPICAL ANCHORS o i drowing9 no. M14-01 TYPICAL AN 2 PER CUP (1 ON EACH . y 114 Skis 1-3/4O.C. MIN.- 4 PER CLIP Z i ro ANCHORS TYPE 'A2' TYPICAL ANCHORS 4 PER CLIP (2 O.�jN� EACH WING) #14 SMS 1-3/4' O.C. MIN. 4 PER CUP TYPICAL ANCHORS \ 1 PER ANGLE \ CLIP i l I L2 X 2 X 1/8" INSIDE MULL U U ALUM ANGLE #14 SMS 1-3/4' D.C. MIN. I I 2 PER ANGLE A. i LFLOATINO CUP I SNUG FIT INSIDE MUI ANCHORS TYPE 'A4' TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MEN. EMBED. MIN. EDGE DIST. 1/4' OIA. ULTRACONS BY 'ELCO' CONCRETE 1-3/4- 2-1/2' (Fu-177 KSI, Ty-155 KSI) 1/4' DIA SELF DRILLING SCREWS METAL 1/8' 3/4" (GRADE 5 CRS) CONCRETE - f'c - 3000 PSI MIN. METAL - 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK, ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH AUKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. •• ••• • • • • • •• • •• • • • • ••• • • • • • • • • • f JAVAD AHMAD •• ••• •• • • • ••Fn9 CIVIL Appnncd rs complying oidl the FlA PE / 7".2 Tloridn BuBdi�f. Ca, ,r.L CAH.� 36 Dut. N0.4N �lT�I9 • • Mla ' Y •• • • • • • •f r ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I ,t i droviing no. M 14-01 sheet 5 of 9 �4wU TYPICAL ANCHORS TYPICAL ANCHORS z n j 6 PER CUP (3 ON EACH WING) 3 PER ANGLE \ \ \ 0 F zo ##sn-', CLI I I M STUNE 0w e `a ` � � � It i ii ii Oaa'o 9 �_____________________ V LI FLOATING CLIP 11 11 /,. X 1/8' O N 10 K SNUG FIT INSIDE MULL U U ALUM ANGLE " W; �14 5M5 #14 SMS I I IaL % 1-3/4' O.C. MIN. 1 I 1-3/4' O.C. MIN. I I H 6 PER CUP 3 PER ANGLE J U' ® � o N U � a Z O Ul J Q Z) W n �w m H I Nr TYPICAL ANCHORS TYPE `A6' ? o o J Z Z 3 L CONCRETE f'c = 3000 PSI MIN. METAL = 1/8' MIN. THK. STEEL Fy = 36 KSI MIN. J 0 'd' 0 1/8' MIN. THK. ALUMINUM (6063-T5 MIN.) Q W ANCHORS MAY BE HEX OR FLAT HEAD. 0 ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. 0 U N 0� . O • • • • • • • • • u 0 • • • • • • • • • • Engr: JAVAD AHMAD 1 •� CIVIL3 FLA. PE 170592 I n 3 CAN. 3538. nodan B�I ' la • . • o � � NOAQ �J • • • •• M' al io I / • • • • • • •' • i � � drawing no. M14-01 N:y— __ •• ••• .. P1�iY.4�`'1:01f� Sheet s of 9 TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ElCO' CONCRETE 1-3/4' 2-1/2' (Fu=177 KSI, fy=155 KSI) 1/4" DIA. SELF OPoWNC SCREWS METAL 1/8' 3/4' (GRADE 6 CRS) TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) p14 SM5, 4 PER CUP z g in ANCHORS TYPE `B2' TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) 1 114 SMS I 1-3/4" O.C. MIN. 4 PER CUP NCHORS TYPE `B4a' TYPICAL ANCHORS 1 PER ANGLE \ I II II rT I .GATING CUP u I iUG FIT INSIDE MULL J14 SMS 1-3/4" 2 PER ANGO.C. MIN.LE I I N \ \ FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 1-3/4" O.C. MIN. 2 PER ANGLE s O OR 1 OST n a 6 0 3 �o o� 2 X2X 1/8" ALUM ANGLE a�>m Q 6 Q < ap 0��� 3 LLZa: 1 � � Q L-u O U o O � ado TYPICAL ANCHORS: j j w{- n w 00 N �r ANCHOR TYPES I SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. 1/4" DIA ULTRACONS 8Y 'ELCO' (F-177 KSI. Fy-155 KSI) I MASONRY 1 1-3/4" 1 2-1/2" WOOD 1-1/2" 1" ha. 2 X 2 X 1/8- ALUM ANGLE WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY' = C-90 HOLLOW/FILLED BLOCK f'm - 2000 PSI MIN. ju� Z Z p IBY OR 29Y j 31i- 3 Z n WOOD BUCKS NOT BY ECO WINDOW MUST O SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER -1 Q U W THEM TO BUILDING STRUCTURE. W rn� ANCHORS MAY BE HEX OR FLAT HEAD. •c • • • • • • • • n � JAYAD AH1�AD o, Appmvcd as wwplyh�g w%*l*e FLA. PE 35370592 CAN. 5 flurids Uttildi 8 nionn__ — • • 'L h1 t C�n1u .. �" • • . • • . • . ..- '�MY .10 2� 4 • �• •� : drawing no. oes .. . 04 • sheet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL AN 4 PER CUP (2 ON EACH #14 SMS 1-3/4' O.C. MIN. 6 PER CUP NCHORS TYPE `B4b' �4.0 TYPICAL ANCHORS 2 PER ANGLE - Z n 0 F z0 \ \ \ { PILLED \ BLOC\ I OR ZO o {i j W 0 S d n /2X IL i i CUP I I 0 0 .OAnNG I. iUC FIT INSIDE MULL U U 1 X 1/8- ALUM ANGLE W3LL #14 SMS 1-3/O. P 3ERCANGLN Z ; LL Uw MN 4 zM OL O IpoO TYPICAL ANCHORS: m p W 00 Nr ANCHOR TYPES SUBSTRATE IMIN. EMBED. MIN. EDGE DIST. 1/4' DIA ULTRACONS BY 'ELCO' (Fu=177 KSI, FY-155 K51) MIASONRY 1-3/4' 2-1/2' V/O0D 1-1/2' 1' F M O o"> & WOOO = 2BY WOOD BUCKS OR WOOD STRUCTURE S.C. = 0.55 MIN, j J N Z MASONRY - C-90 HOLLOW/FILLED BLOCK I'm - 2000 PSI MIN. 3 LL IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW _Z 3 Zr n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER J Q O U w THEM TO BUILDING STRUCTURE. W a ANCHORS MAY BE HEX OR FIAT HEAD. • •• • • • • ••• • • • • • • • • • • •VVEg,: JAVAD AHIA,S— m •A CML Applolyd ¢s m 1plyL1g 116b lk FlA PE % 70592 1•Toridn DttilA'tg C,A.N. 3538, n � Datc G 9 a ,t ♦ • • • • • • • , •�'1 - •• F. • drawing no. M14-01 sheet $ of 9 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 1 El; SEE CHART FOR QUANTITIES TUBE MULLION L4va V a z o� 0,z ANCHOR N0. OF o � CHART SCREWS IL TYPE A2 2 J114 FH SMS TYPE A4 3 0' O �` 2/ SIDE I I TYPE A6 4 I.1 h 1/8' THICK ALUM CHANNEL I V p LENGTH TO FfT SNUG 0 yt INTO EIULLION 1 I TUBE MULLION LL Q Q I 1 �2000 TUBES MAY BE NOTCHED Q w ; l AS SHOWN TO ALLOY! INSTALLATION u, Z N .t OF CUP ANGLE I I 1 0 CAULK JOINT ASSEMBLY Q z #14 FH SIAS W 1-1/2' O.C. MIN. j 1 c ACCESS HOLE SEE CHART I FOR QUANTITIES I U o m 1n J --- ------ ---- ------- ------ - Z m O m -i o 7 W W } W P j 1 I I m 3�M EMVE THIS SCREW CAN BE I I j O O M FH DIRECTIONINSTALLED IN�R I I 21 PER CUPS j I j I QZ 1 I 1' O.C. MIN. I I I I Z 3 t+- ___/� 3 z n O �o Q Wrn�� 1-3/4' X 2' X 1/8' (FOR 28Y TUBE) 3/4' X 2' X 1/8' FOR O BSY TUBE)/0 ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 c METAL TO METAL CONNECTION a N c /14 sus SUBSTRATE Ed. MIN. EOCE DST.AIIN. CL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • M IAM 1•DADE MiAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Zov/economy Eco Window Systems, LLC 8502 NW 80 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the 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 Prod Ict Control • Section (In Miami .Dade County) and/or the AHJ (in areas other than, Miami Dade (*%Vlq y� resery .w right . • to have this product or material tested for quality assurance purposes. If this pro&"pr matetW faVs to ....:0 perform in the accepted manner, the manufacturer will incur the expense of such testi4 and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdi cti".• RER • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Nand Produ"ftntrol ••;••. Section that this product or material fails to meet the requirements of the applicable btl 4"2 code.''; •. This product is approved as described herein, and has been designed to comply w2th thh Florida $uitding • �: • Code, including the High Velocity Hurricane Zone. : 0 0: 0: 0 DESCRIPTION: Series "Eco-Guard 200" AIuminum Horizontal Rolling Window. — L.M.I.:... • . . ...... APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Altft. Noriz. Rolfft ' Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0728.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. NOA No. 17-1102.23 pt�pS/Zo�B Expiration Date: May 27, 2019 Approval Date: January 11, 2018 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco-Guard Series-200 AIum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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, TAg203-94 •• • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS202-94 .... along with marked -up drawings and installation diagram of an akmmintun horizontal sliding window, prepared by Fenestration Testing Laboratory, Irfe'T2St ReportNo. FTL -7635, dated 12/09/14, signed and sealed by MarlinD. Brinsori�N.E. • (Submitted under IVO.4#14-0317.W 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • : 2) Uniform Static Air Pressure Test, Loading per V$E;TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-9,f :...:. 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 2 9.4 • along with marked -up drawings and installation diagram of a XOX aluminul%:..' horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226A, dated 0l/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-03I2.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 5; Aan,q zti4,V Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 00 2) Cyclic Wind Pressure Loading per FBC, TAS.203;94000*00 along with marked -up drawings and installation diagram of a XOiY,aluaninurn, horizontal sliding window, prepared by Hurricane Engineering &qq ttng, Inc.! Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed byMdido F. Pont, P.E. (Submitted underlVQ,4199-031�y49)- 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201,8A... .... 2) Cyclic Wind Pressure Loading per FBC, TAS-2N44 0 • • 0 along with marked -up drawings and installation diagram of a XOr91t>kninum . horizontal sliding window, prepared by Hurricane Engineering 4 Te st1ng, Ii4.s A'"t Report No. HETI-08-2229, dated 01/15/09, signed and sealed bjj�ftndido F. FoAt, P.E. (Submitted under NOA#09-03I2:Ul 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), dated 07/08/15, complying with FBC 6tb Edition (2017), dated 10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 S'A�j gjj�.W Sifang Zhao, P.E. Product Control Examiner NOA No.17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-2 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. • . . .... ...... F. STATEMENTS .. .... 1. Statement letter of conformance, complying with FBC 5t' Edition �EV44), wiN A4� 6tn • • • • • Edition (2017), and of no financial interest, dated October 12, 2D17' prepared by Al- •••• •••• Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • .... .... ..... G. OTHER • • • • • • ...... 1. Notice of Acceptance No. 15-0728.05, issued to Eco Window SjAtVT$, LLC for their •, Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", ajpr4)1ed " on 09/03/15 and expiring on 05/27/19. • • • • 3`l^? 0h4%' Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1102.23 Expiration Date: May 27, 2019 Approval Date: January 11, 2018 E-3 WINDOW WIDTH 3 1/2' MAX. HEAD/SILL 4" CORNERS 3 \ U T --�-- N Z N � p II II II �II II — II B 3 �I I, FALSE MUNTINS (SURFACE APPLIED) 31 1/4' D.L OPG. D.L. OPG. MAY BE USED 35 3/8' m W 3 1/2' MAX. z HEAD/SILL in CORNERS I I I FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. /8" HEAT STREN'D. GLASS .090' Intedayer Trosifol PVB �By Kummy America, Inc.' r1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 a GE SCS 2000 i HEAT STREN'D. GLASS .090' Intedayer SentryCl.. By Kuraray America, Inc.' ,1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 z m AT 1/4 POINTS ON UTES AT 1/4 POINTS ON UTES 9 WIDER THAN 36" ONLY 29 WIDER THAN 36' ONLY GLASS TYPE 'AGLASS TYPE 'B' iI 10 5/8" MAX. ' .4' I I II II it �li II II II II it l II II II II I II II I 8 3 (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS READ. FOR SIZES AND LOADS MARKED WITH 'e ON SHEET 2 ONLY 32 3/4' I 32 3/4' ECO—GUARD SERIES-200 ).L OPG. D.I OPG. ALUMINUM HORIZONTAL ROLLING WINDOW 36 7/8' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER ENT WIDTH CHARTS SHOWN ON SHEETS 2. TO QUALIFY FOR SMALL MISSILE IMPACT RATING APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1/8' HEAT STREWD. GLASS 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 5/16' AIR SPACE TO THE BUILDING STRUCTURE. 1/8' HEAT STREN'D. GLASS ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE .090' Intedayer MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Trosifol PVB By Kuraray America, Inc.' A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. 1/8" HEAT STREN'D. GLASS MATERIALS INCLUDING BUT NOT UMIFED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE CARDINAL XL REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARD EDGE SPACER ST. STEEL THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY `o a SILICONE OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR m SOW 899 • • • • • a • W*TER•INFILT"ON RESISTANCE ETC. •> • • • • CQNDr%ONFa NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, ac a 1' • • • • • AW TO Br• REVIEWED BY BUILDING OFFICIAL 1l1 I I T 1 W H, • • : • • �•```71t,D AAAA'., m b i ; g PRODUCT !:fYiS ;� 70592 c \ �• ns comP1Y•i's airy 0029 • • • • f IIuilding Cwt $ AT 1/4 POINTS • SE TIN(V BLOCKS AT • • • • • ASS occ�I1l9Q :�t •. A OF .��C(r/ 9 ALL SIZES LAM. GbSS AND •ISUIt LAM. Pario•Lx gVZ o drawing no. • AOTCH CLA211� BFI• f1EGo c) ftLEAR BLOOMS • • y GLASS TYPE 'C' • • •• • • • • • •B—="'T?h� 1DP,'�y�'� W09-12 • • •• • •• • M�n'''d<Pta�=tCr,.r:a; piss/(]p1e1 G`.�` • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A . WITH REINF. GIASS TYPE 'B' GLA53 TYPE 'C' WIDTH [26-1/2- HEIGHT -) DR.(+) INT.(-) D0.(+) INT.(-) 37•26" 3-1/8" 74• (3) 4 V70.080.0 0 80.0 90.0 70.0 80.0 a 0 8G.0 90.0 70.0 80.0 6 .0 80.0 90.0 70.0 80.0 6 ..0 80.0 90.0 70.0 80.0 26-1/2' 37' 53-1/8" 74' 1 38-3/8- (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 B 70.0 80.0 80.0 90.0 1 70.0 80,0 26-1/2" 37" 53-1/8' 74" 50-5/8" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80,0 26-1/2' 37 53-1/8• 74" 63' (6) 4 70.0 80.0 50.0 90.0 70.0 80.0 4 68.9 77.5 1 80.0 90.0 MO 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24• 36" 48' 60' 72• 1" 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 50.0 90.0 7D.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 60" 72' 36' (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36' 48" 60' 72" 4S) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 60.0 8 70.0 1 80.0 80.0 90.0 1 70.0 1 80.0 24" 38' 48"50 60' 72• 4 70.0 50.0 80.0 90.0 70.0 80.0 4 BD.O 90.0 70.0 80.0 6.0 80.0 90.0 70.0 80.0 6 g.0 .0 80.0 90.0 70.0 80.0 8 .a 1 80.0 87.6 7o.0 80.0 A = N0. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REM. WITH REINF. GLASS TYPE 'A' GLASS TYPE I 'B' GLASS TYPE 'C. WIDTH HEIGHT DCL.(+) INT.(-)[80.0 INT.(-) EXT.(+) INT.(-) 74' 106-1/4' 111" 26• (3) 9 70.0 80.0 90.0 70.0 80.0 12 70.0 80.0 90.0 70.0 80.0 12 70.0 80.0 90.0 70.0 80.0 74" 106-1/4' 111' 38-3/5" (4) 9 70.0 80.0 90.0 70.0 80.0 12 70.0 80.0 90.0 70.0 80.0 12 70.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 50 `) 8•70.0 70.0 80.0 90.0 70.0 B0.0 BO.0 80.0 90.0 70.0 80.0 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4" 111•()70.0 670.0 70.0 70.0 80.0 90.0 70.0 80.0 r12 70.0 80.0 82.6 70.0 80.0 70.0 80.0 80.4 * 70.0 80.0 72' 84" 96" 108• 24' (3) 70.0 80.0 80.0 90.0 70.0 80.0 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70,0 80.0 80.0 90.0 70.0 80.0 72' 84" 96' 1 GB" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 7D.0 80.0 80.0 90.0 70.0 1 80.0 12 70.0 80.0 50.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72• 84" 96' 108• 48' (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 MO 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 90.0 90.0 70.0 80.0 72' 84' 96" 108" 60' (6) 9 70.0 70.0 80.0 90,0 1 70.0 80.0 9 70.0 70.0 1 80.0 90.0 1 70.0 80.0 1 12 70.0 70.0 1 80.0 90.0 * 70.0 80A 12 70.0 1 70.0 1 80.0 1 87.61 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL () = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3W) (1/3W) 4 tr DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 REINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'D' GLASS TYPE WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) TNT.(-) EXT.(+) NtT.(-) 74" 106-1/4" 111" �3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74' 106-1/4• 111' 38-3/8• (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74• 50-5/8' (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 74' 63' (6) y 70.0 70.0 80.0 90.0 70.0 80.0 72" 84' 96• 108" 24' (3) 9 80.0 80.0 90.0 70.0 80.0 9 80.0 80.0 90.0 70.0 80.0 12 80.0 80.0 90,0 70.0 80.0 12 80.0 80.0 90.0 70.0 80.0 72" 84• 96' 108• 36" (4) 9 [70-0 80.0 80.0 90.0 70.0 80.0 9 80.0 80.0 90.0 70.0 80.0 12 80.0 80.0 90.0 70.0 80.0 - 80.0 90.0 70.0 80.0 72" 84" 96' 4(58) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/4W) (1/2w) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH •• ••• • • • • •• 'XOX' • • • • • • • • • •• ••• •• • • • •• 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRcArx'7i 1;.;.._ L• r_ co"""yl r,i181^.: 1siJa ALL EXTERIOR(+) LOADS SHOWN 41 Trl SHEET ARE • ;,ct„ FOR WINDOWS WITH ADD -ON RISER AT ME SIB• • • • • ••• ;«r?=nroTat9-tlo .1� Ezpimbm Dore _Q5. 19 FOR STD. SILL (NO RISER) LIMIT•' %T.(+: LOADS jQ Q.O.P PV • SEE SHEET 3 FOR DETAIL. • • •• • • • • • •;-,� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O FZ nI h W N h F� 2 Q IL Z MOOO`o0 O C1 �N�tL n �i OSr.4i � O aoa8 Q WyyZ�O :l y^ IL z o j�mQm aW01E 0 � J � W w V) 3 tM m 8 O 5MIn n p W Z 3_j 3 z�j IS Ooo.. W OD M AN,''' a AN, _8 i IN ATE OF drawing drawing9 no. W09-12 TYPICAL ANCHORS MNMI-DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA IN I � IN TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING Xl 1 WOOD BUCm'K DIST. WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING WEEPHOLES: 1/4' DIA, ULTRACON BY 'ELCO' (Fu-177 KSL Fy-155 KSI) W1 = 3/B" X 2-1/4" WEEPHOLES AT EACH END INTO 2BY WOOD BUCKS OR WOOD STRUCTURES AND 37" O.C. MAX. 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) SEALANT: THRU 18Y BUCKS INTO CONC. OR BLOCKS ALL JOINTS AND FRAME CONNECTIONS SEALED WTfH 1-1/4 MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) JOINT SEALER. 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-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. rc �o WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. a ; N CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. �'o S' of • • • • • • • C190 hDLLQW/F1W BLOCK AT JAMBS f'm = 2000 PSI MIN. • • • • • • • • • • • ••• VGEli$C ' ;V ' PRODUCT REVISE - 70592 , �r r �. • • • • • • • • 3 compl7m8 with the Fkside - TYPICAL ANCNORS • • ' SEE ELEV. • • • • • • • i _ 1 D2.1i ATE OF • • • • �''�P do : ®'.• `V!. FOR SPACNG • • • • • • • • • • T3 • Q �� . , ORIOP;.•'•f�` • �s ••• • • • • ••• • • • •• •• • • • • • • ••• • • • ••• • • drawing no. W09 —12 t/4• M O O SHIM 27 B TYPICAL ANCHORS SEE ELEV. ^ FOR SPACING SCREEN LJ STEEL REINFORCING J 1 t METAL AS REOD. STRUCTURE SEE SHEET 2 FOR CAPACITY _... WINDOW WIDTH FOR SPACING XO LAYOUT MI MI—OADE COUNTY O MAX. IMS ter •-WOOD BUCKS v/� TYPICAL MICE SEE ELEV. a., FOR SPACING NCHORS ING •• ••• • • • • • •• V o W �. EN PROOUCEP.E:VISED as m z No 70592 A - s. p • • • • • • • • • • • • • 5ptying wlih dte Flnri.ia Duildiq Code Accgtaa I =•L3 'U drOwinge no. •• • • • • • aPiatio ra ATE OF ��� • •• • • •• N;inuysdevCaa W09-12 • ••• • • • • ••• • • ••• • • • •• •• EDGE DIST. METAL �� N ' T� ANCHORS FOR SPACING STRUCTURE EDGE DISF ~� MULLION DE COUNTY APPROVED MULLION h MULLION ANCHORS W Z ..� SEE SEPARATE NOA O u • �s' s I EDGE ti W z .• . I OISi. f Z d l Opp�y a � I f O I p N O N i 8 /O, �jNM4 ALT. 7SrEE p M paeo� HORSTFOR YPICAL ANCHORSELEV. Q W SEE SPACING - W J Zro i Q WdMif e I'L�t F 3 0 J vi w n W fF� r � � = m O `0N1 O 1/4' MAX. Z �m SHUS 28 ALT. 3 Z 6 n v TYPICAL ANCHORS SEE ELEV. 0 O w W co W FOR SPACING Q � � O 1! 1 1/4` `o€o$ TYPICAL ANCHORS w SEE ELEV. FOR SPACING- o `u w �21W a O c u^ o= - ALT. •• •.• • • ° °cv INSTALLATION DETAILS WITH FLU§H'FEM ADAFTHR • • • . ,p '1 �}"cENSF'• ;� ' 1 ' s - _ PRODUCT REVISED No. 92 y, m tomplYN2 W'i:h dx Florida � . " \ > . p " . .' ..o I v � • • • . • • • • • •• • • • • Holding Codt A.ccptcntil`b .Exajlell�De)c�3 - •� w Is 7E OF o drawing no. • • ' • EDGE DISf. • ' : • • • • • • • IvJ i Tyde �grHct Control • • //i�llllttt�tt sheet 5 of 7 ••• • • • • ••• • Oi FRAME HEAD FRAME SILL 1.314-y 250 340 .372 .062 O SILL TRACK 2. O MOV. FRAME JAMB 1.067 .715 3/16' 1' '�— 1.434 .062 1.140--I I� 72 i1 VENT TOP/BOTTOM RAIL STEEL REINFORCING 1 O JAMB STILE 2.083 1.250 .0 � 1.340 62 L1.344 O MEETING RAIL IFLI�2.188--j 1.422 062 1.375 (1 FIXED MTG. RAIL FIXED FRAME JAMB .519�f_704_7,� �.045 8� 045 3 1.047 t0 GLAZING BEADS ITKM PART III QUANTITY DESCRIPTION MATERIAL, MANP./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063-T6 - 2 FY202 1 FRAME SILL 6063-T6 - 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS READ. MOV. FRAME JAMB 6063-T6 - 5 FYIOI AS READ. FIXED FRAME JAMB 6063-T6 6 FY104 1/ VENT FIXED MTG. RNL 6063-T6 - 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS READ. GLAZING BEAD (LAM. GLASS) 6083-T6 - 1DA FY110 AS REQD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 11 - AS REQD. I REINFORCING BAR STEEL - 12 - AS REQD. REINFORCING BAR STEEL - 13 FY204 AS RTEQD. ADD -ON SILL RISER 6063-T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING h GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS - 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1' AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 is X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REQD. FIN SEAL WSTRIPPING - ULTRAFAB 20 0300TISO AS REQD. BULB SEAL O-LON SCHLEGEL 21 F207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 ' 22 E203 AS REQD. GLAZING oEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65t5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN k ASSOC. 25 #8 X 1/8' 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2l 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN OPTIONAL 28 FY720 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL 29 - 1 2/ LITE SETTING BLOCK EPDM DUROMETFR 80t5 SHORE A 4.V m Z G F y p Q f 2 Gop�o C C1 �Nj n p S Ol O dGGg � UNm JZm Q wmS r • • • • • • i � � 1L1 L1 1tt I1 TTT l�, —2.688 062� • • • • • • • • �` • • 0 '�0 PKODLJCT REVISED u `O1°w>'s8 w¢,`, Ote Florido o. 92 - � • T � - a b g S ,769 � • • • • • • • • • • • • • • �uiL:iing:�dz • • Fx i�ra�arite -� �,t�� •, OF W� drawing n0. 2.611 _ • • • • • • • • • • • IP -afl-).2-cl ii� pP: • ��` 2e • • • /1LL711`� ''7jT sheet 6 of 7 FLUSH FRAME ADAPTER • i1 I1I ••• • • • • ••• • • •• •• • • • ••• • • • ••• ••••• 0 0 Uw q n 0 ~ h 01 J a g 6 - / rg 0 N ,m C►ow,� 0acog 0 O �F, HO Q z W Za_ o J Qwm 0 N (j m J n i FRAME TOP CORNER 'J N VENT TOP/BOTTOM CORNERS g w � N � $ 0 oM n 0 oo N N Z 3� m ZY N Ll v � p cv J W LnLLI c J W oom k O QS 3W3 3w3o / �=ag m? O O N •• ••• • • • • • •• UOUO • • • • • • • • • • - \\\1\111p11n/l// c • PIP • • • • • • • �`�•• "9� • `� �i v •r o FRAME BOTTOM CORNER o P20DUCT REVISED 2 n ss mmply:ng wial ft Florida 18 • • • • • • • • �r�ilding�odc — ', � �= 0 • • • • • • hi``���� �jJ-uort3 �_ i � • • • Y • • • z�"sfla'' Y"`e-�-�3��9 � ®•. OF ,�6y` drawing no. FlXED MTG. RAIL CORNER • • • • • • • 4-� % Z�ao �i as (����� • • • • • • Y, rsm r •.0 naM //i/ NAL �' //llllllll\\ sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •