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WS-19-2701Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-11-19-2701 Permit Type: Windows/Shutters Wdr`Classificatfon: Window/Door Replacement Permit Status: Approved Issue Date:12/12/2019 Expiration: 06/09/2020 Parcel Number 1298 NE 97TH ST, Miami Shores, FL 33138 1132050090550 Contacts ANTONIE DOWNS Owner 1298 NE 97 ST, MIAMI SHORES, FL 331382560 AMERICAN STORM PROTECTION Contractor JONATHAN RODRIGUEZ Business:3052640446 nathaliehernandez@aspwindows.co Other:3055130514 m Description: REPLACING 8 WINDOWS WITH IMPACT Valuation: $ 11,269.60 Inspection Requests: 305-762-4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $7.20 DBPR Fee $2.70 DCA Fee $2.00 Education Surcharge $2.40 Scanning Fee $12.00 Technology Fee $4.50 Windows/Shutters Fee $130.00 Total: $210.80 Payments Date Paid Amt Paid Total Fees $210.80 Credit Card 11/13/2019 $50.00 Credit Card 12/12/2019 $160.80 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor t=the stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date December 12, 2019 Page 2 of 2 1IIi`fllq � S�� E� BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 .BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED N V 13 019 BY: FBC 2W-- ` Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: IT `U JVb --* S City: 'Miami Shores County: Miami Dade Zip: S 3i� Folio/Parcel#: V - ' Us- bb-\` V Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(FeeSimple Titleholder): f -��1�{ fir f9 {� S Phone#: C y ! / 7-7U(j Address: , C lkb �' 0- 5V i City: �� S C; �- State: T-f— Zip: \ �� Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: hIhurC(-A Address: Q '\3 J\)w CitState: Zip: 331 Qualifier Name: �yr�, L11 jzlA o� 6 Phone#: 0 State Certification or Registration #: DESIGNER: Architect/Engineer: of Competency #: Phone#: Address: r- >>__ City: State Value of Work for this Permit: $ �%ilP�, l9 Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace Description of Work: Zip: ❑ Demolition tt ' i.•. �.�lS�� II Ir �� S i( .it~-'��. �,lv i..� ��,� � �� Specify color of color thru tile: Submittal Fee $S'=GCS Permit fee $ 1'. CCF $ t - r CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE Q• F30 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. A—\ Signature L1 ��!''�., Signaturl�/�� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this ^^,, day\of (�V -,i�(� 20 ) by day o-f�y�m T 20 I by t�f,Ix0\nJ n K who is personally known to �(i�h F�O(�Y who is personally known to me or who has produced L—' as me or who has produced -(, as identification and why did take an oath. NOTARY PUBLIC: Sign: v Print: f Seal: _:''"., NATALIEHERNANDEZ :.; . MY COMMISSION # GG M0408 P`? p��E�XPIRES: JuneThru Notary , 1=_�9, �200222"y APPROVED BY identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �VI/1 ► YI II kxc, _-G4-C-Z Seal NAt EHALI ERNANDEZ .; MY COMMISSION # GG 230408 .9 EXPIRES: June 19, 2022 °d Bonded Thfu Pub1le vd � Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) i I �DI N(- W� 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). 91ifier/Owner wled t: Z y[;9 �C�h v`eJz Signature Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT R_ ETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009.11/17/2014 0 CWS 8200 Series Horizontal Roller FL16736.1 72 7/8 x 37 1/8 OEgress CWS 8200 Series 1 O Horizontal Roller O HI CWS 8200 Series FL16736.1 X Horizontal Roller 35 7/8 x 49 318 FL16736.1 Bedroom 35 7/8 x 49 3/8 --------------------- r O r 2 r r CWSHo8200 Series X rizon Otal Roller ' FL16736.1 35 7/8 x 37 1/8 Bedroom ' r WA r r r � Z n Antonie B Downs ' < 1 1298 NE 97 Street r ________________; I--' 1 Miami, FL33138 O CAD � 6 r O CWS 8200 Series r p Horizontal Roller X O nL ' FL3' ' 35 7/8 x 37 1B r r....................... - r Bathroom ; 7 r r � O............... ' ' I CWS 8200 Series ' Horizontal Roller FL16736.1 ; ' Garage t 35 7B x 49 3/8 , r WA I entrydoor � Front Door • • • • • • • • • • _ S OBedroom • • • • • • • • • O CWS 8200 Series •• ••• •� ••• •• _ n Horizontal Roller X O `N FL16736.1 - � 35 7/8 x 37 1/8 • r to Egress _ • • • • • so • • • X O X • • ••• �• •• �• -. D \ D r CWS 8200 Series n m Horizontal Roller � � • • • • FL16736.2 • • • • • • 109 3/4 x 37 1/8 • • • • • • • • 1/4-1/2-1/4 • • • • • • • • • • • • • • • 0 WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: &00(AP1 Tftrm'6XC+ dA ADDRESS: 11018 WE q"-1 S*t-c.+- PROJECT: A*%+t3Y1TL 35 is City State ZIP EXPOSURE 6 WIND VELOCITY = 175 MPH FROOF SLOPE > 10' Roof Elev. Tributary Area jSq. Ft) Roof Elev. Tributary Area (Sq,Ft) 10 15 20 25 30 35 40 45 50 10 15 20 25 e30 a 45 e (ft) (ft) 47.3 15 + 48.6 '_47.3 46.4 45.7 45.1 44.6 44.2 43.8 43.5 + 48.6 46.4 4!f.T 49.1 44.6 44.,j 43.8 43.5 • 50.5 48.3 47.6 - 65.1 62.5 60.7 59.39&1 57.E 5.Y � - 52.7 51.4 49.8 49.2 48.8 48.0 55.6 17 + 49.5 48.2 47.3 46.6 46.0 45.5 45.1 44.7 44.4 17 + 49.5 48.2 47.3 46.8 48.0 45.5 46.1 44.7 e44.4 53.7 52.4 51.51 50.8 50.2 49.7 49.3 48.9 1 48.6 - 66.3 63.7 61.9.66.41159.3 MA 574 1 56.6 :Av Is 20 + 51.0 49.6 48.7 47.9 47.3 46.8 46.4 46.0 45.6 20 + 51.0 49.6 48.7 0.9 e37.3 466 46.4 46.0 Q5. 0 55.3 53.9 53.0 52.2 51.6 51.1 50.7 50.3 49.9 - 68.2 65.5 63.6 %2. .0 59.9s 59.0. 58.3 .J-tCb A A CL 22 _+ 51.9 50.5 49.6 48.8 48.2 _47_.7 47.2 46.8 46.5 CL 22 51.9 50.5 49.6 e4g.8e'48.2 47.7e e47eb_ 46.8 4Ct,S 54.0 51.6 _+ 69.5 66.8 64.8 .3e 56.3 54.9 53.2 52.6 52.1 51.2 50.9 N .1 61.0 80.1 59.3 58.` to C C 25 + 53.3 51.9 50.9 50.1 49.5 49.0 48.51 48.1 147.7 25 + 53.3 51.9 50.9 e50.1 &5 4910 4&5 48.1 Ali i 57.8 56.41 55.41 54.7 54.0 53.5 53.0 52.6 52.3 - 71.4 68.6 66.6 *65.% %3.8 677 61.8 61.0 60.2 � t0 0 28 + 54.3 52.81 51.8 1 51.0 50.41 49.8 49.4 49.0 48.6 28 + 54.3 52.8 51.8 Slab 90.4 4 8 494 49.0 li 58.9 57.4 56.4 55.6 55.0 54.4 54.0 53.6 53.2 - 72.7 69.8 67.8 66.2 64.9 63.8 619 62.0 61.3 a 30 + 54.7 53.3 52.3 _51._5 50.8 50.3 49.8 49.4 _49.0 54.7 53.3 52.3 51.5 50.8 49.8 49.4 49.0 y H#40 59.4 57.9 56.9 54.9 54.4 70.4 68.3 66.8 65.5 _50.3 64.4 63.4 62.6 61.8 56.1 55.5 54.0 53.6 i73.3 vi A56.1 35 + 56.1 54.7 53.6 52.8 52.1 51.6 51.1 50.7 50.3 54.7 53.6 52.8 52.1 51.6 51.1 50.7 50.3 - 60.9 59.4 58.4 57.6 56.9 56.3 55.8 55.4 55.0 72.2 70.1 68.5 67.2 66.0 65.1 64.2 63.4 d) i75.2 CL + 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 51.5 37.6 56.0 55.0 54.1 53.5 52.9 52.4 51.9 51.5 62.4 60.9 59.8 59.0 58.3 57.8 57.3 56.8 56.4 77.1 74.0 71.9 70.2 68.9 67.7 66.7 65.8 65.0 4) 4, + 59.0 57.4 56.3 55.5 54.8 54.2 53.7 53.2 52.8 + 59.0 57.4 56.3 55.5 54.8 54.2 53.7 53.2 52.8 rp45 tt0 so 65.0 63.4 62.3 61.4 60.7 60.1 59.6 59.1 58.7 so r 80.2 77.1 74.8 73.1 71.7 70.5 69.4 68.5 67. 55 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 54.9 54.5 55 + 60.9 59.3 58.1 57.2 56.5 55.9 55.4 54.9 54, - 66.0 64.4 63.3 62.4 61.7 61.1 60.5 60.1 59.7 81.5 78.3 76.0 74.3 72.8 71.6 70.5 69.6 68, 60 + 61.8 60.2 59.0 58.1- 57.4 56.8 56.2 55.8 _55.3 60 + 61.8 60.2 59.0 58.1 57.4 56.8 56.2 55.8 55. - 67.0 65.4 64.3 63.4 62.6 62.0 51.5 61.0 60.6 82.8 79.5 77.2 75.4 73.9 72.7 71.6 70.7 691 GENERAL NOTES FIGURE 1 D-10% OF LEAST HORIZONTAL DIMENSION 1. TABLES VAUD ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS 2. ROOF ELEVATION "H", IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4O BY USING FIGURE 1 AS REFERENCE. ZONE 5O 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. �. H 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN I D� ROOF HEAIGHT AND APPLY TO ALL FLOORS. u u icw 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR D D D-<..:- a SHOWN BUILDING HEIGHT IN END ZONE. 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOO CORPORATION. 7. NO PORTION OF THIS DOCUMENT MAY BE USED OR REPRODUCED IN ANY MANNER, EXCEPT FOR THE PORTION OF ASCE 7-10 SET FORTH HEREIN. 6, ALL LOADS ARE CALCULATED AS PER ASCE 7-10 AND LATEST FBC 2017 STANDARDS SEP p 6 apt.: to-oz-t3 REVISIONS: Grown ey: ILF. AL-FAROOQ CORPORATION no. dote by description ENGINEERS & PRODUCT DEVELOPMENT oheclted by: H.N. OWG t 9360 Sunset Dr. Suite TEL. (305) 264-8100 JAVAD AHMAD 220 MIAM1, FL 33173 FAX. (305) 262-6978 FLA RE % 70592; ® CAN. 3538 SHEET 1 OF 1 e • M IAM FDu4DE MIAMI—DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ES Windows, LLC 3550 NW 49" Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade Cojgtv.UR- Product Control Section to be used in Miami -Dade County and other areas where ailovKetl.by the Authority Having Jurisdiction (AHJ). ' This NOA shall not be valid after the expiration date stated below. The Miami -Dade Co'&V Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami Dade C�ouritf reserve the right to have this product or material tested for quality assurance purposes. If this pro4ucl *orb mate;al-*;Ic to perform in the accepted manner, the manufacturer will incur the expense of such t eseti-g end the AHJ Inay immediately revoke, modify, or suspend the use of such product or material within Aeq j5risdictipp`.$ER reserves the right to revoke this acceptance, if it is determined by Miami -Dade C914r2ty.Product Control Section that this product or material fails to meet the requirements of the applicable bitildtn$ code.. This product is approved as described herein, and has been designed to comply with the Florida'$u118ing Code, including the High Velocity Hurricane Zone. 9 •. 0 : • • • DESCRIPTION: Series "EL-100" Aluminum Single Hung Window - L.M.I. "" APPROVAL DOCUMENT: Drawing'No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets I through 10 of 10, dated 07/13/16, with revision B dated 09/26/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERI INATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0510.22 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 Jorge M. Plasencia, P. E. NOA No. 17-1114.07 l! Expiration Date: May 04, 2022 Approval Date: January 18, 2018 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16-0510.22 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets I through 10 of 10, dated 07/13/16, with revision A dated 04/21/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 0 • . B. TESTS ...... • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • • • • 2) Uniform Static Air Pressure Test, Loading pt:??2C, TAS 202-94 :....: 3) Water Resistance Test, per FBC, TAS 202-96f • • • • : • • • � • .... . • ..... 4) Large Missile Impact Test per FBC, TAS 20j. j;}• • . •; •. • 5) Cyclic Wind Pressure Loading per FBC, TA&2o3'94 •..•.: ...... 6) Forced Entry Test, per FBC 2411.3.2.1, and;T•AS•202-94 • along with marked -up drawings and installation diagram of aulumihum :*pgj4 hhung • • • • • • window, prepared by Black -water Testing, Inc., Test Report Flo. UT-E5W-17-018, :....: dated 03/31/17, signed and sealed by Constantin Bortes, P.E. • • ; • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202--94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 20I-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Test per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Architectural Testing, Inc., Test Reports No. F9504.01-450-18, dated 04/06/17 and revised on 04/25/17, signed and sealed by Justin P. McDonald, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 54' Edition (2014), dated 04/12/17 and revised on 04/21/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P. E. Prod ict Control Unit Supervisor NOA No. 17-1114.07 Expiration Date: May 04, 2022 Approval Date: January 18, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expjring�on 07/04/ 18. """ 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemiea'1 Company�tNu for their "Saflex CP - Saflex and Saflex HP Composite Glass- Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. """ 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chem c IVompaay- N-A) for their "Saflex HP Clear or Color Glass Interlayers" dated 1j/j 4, exgiring,on 04/14/18. ' F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5t' Ed*iop'(2014),' and of no financial interest, dated April 6, 2017, prepared by Al-Farooq Corporation, sigrjict and sealed by Javad Ahmad, P.E. G. OTHERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar SA) and by Evelyn Daes (ES Windows). 2. Test proposal # 16-0651-B, approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets 1 through 10 of 10, dated 07/13/16, with revision B dated 09/26/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. E-2 orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-1114.07 Expiration Date: May 04, 2022 Approval Date: January 18, 2018 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 12/28/17, expiring on 07/Q4/23. 2. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical.Company MA) • • • • • • for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayerl nob. •, PET Core" dated 09/07/17, expiring on 12/11/18. ...... 3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chem ea10Company VA) • • • • for their "Saflex HP Clear or Color Glass Interlayers" dated e22�I A7, e�ititigon • • •.. 04/14/18. ...... ..:..' .. .. .. .. ...... F. STATEMENTS • • • • • • ' 1. Statement letter of conformance to FBC 511 Edition (2014)'and rBC &II.Raition "��•• (2017). dated 09/25/17, prepared by Al-Farooq Corporation,: s and7 seal; d by ; • • • • Javad Ahmad, P.E. •,;.,' G. OTHERS 1. This NOA revises NOA #16-0510.22, expiring on 05/04/2022 ge M. Plasencia, P. E. Produ5cecontrol Unit Supervisor NOA No. 17-1114.07 Expiration Date: May 04, 2022 Approval Date: January 18, 2018 E-3 -1/8' TEMP. GLASS —1/8' TEMP. GLASSIn n 3/8' AIR SPACE .-5/16' AIR SPACE 1/8' HEAT SRiEN•D. GLASS 1/8' HEAT STREN'D. GLASS 1/8' HEAT SRM.D. GLASS r1/8' H£AT STREN'D. GLASS - - • ; 1R� Z n .090' Interfayer .090E Intedayer I Ago' int.Hayer I C90' Inled yer 0 w By !1.1 PVB Troeifol PVB I Tmeifol PVB ZlKfol ?VB H I 'Kuraroy America, Inc! a 'Kumray Americo, Inc.' Byy *Kurarvy Americo, Inc.' 1 0 'Kuroray America, Inc.' a + ii o- OR OR Q o OBOE Interfoyer ' Mo- Interlayar 090E Intertoror 1 I 090E Interlcyer 00 Sentr G*w SentryGWe I Sen'syGks I Sent;yGlae ry RKumray Ammlx, Inc.' By Kuroroy America. Inc' R Kummy America, Inc.' BR Klaaroy America, Inc.' i �.090• Interloyer 090' Intertayer 090E hf rlayer 090E Interiayer 0 Saflex Clear Md Color Ckas Sollex Clear And Color Glese ' SoRex Clear And Cclor Claw I �Soflex Clear And Color Gloss 0 77p W .t By 'Eastman Chemical Co.' Bl 'Eoetmcn Chemical Co.' 1 By •Eastman Chemical Co. By 'Eastman CNemied Co.' OR OR OR ' I OR K 075E Inte.•byer .075E Inlerlayer I I .07Intn'1ay 075E IntW yer 0 Safkx CP Ntth PET Core 1 SaFles CP With PET Core Sailer CP WR71r PET Core S�Nex CP Wt'Jr PET Care 0 IBy Eastrnon US-1-1 Co. �By 'Eestmen Chert+ical Co.' Bay, y 'Eastman CRemicat Co. I By 'Eastman Chemical Co.' 2 9 a 1/8' HEAT STREN''D. GLASS I LAVE HEAT STREN'C. GLASS I 1/8' HEAT STREN'D. GLASS 1/4' HEAT STREN•D. GLASS LL Z G S ILICONE SILICONE I S6JCONE SILICONE J CORNING 795 DOW CORNING 795 u DOW COl6HIHG 795 DOW COR4INC 795 Q WON ICI CORNING 203C.. DOW CORNING 983 "' I DCW CORNNG 9&i DOW COR4IIG 983 CORNING 2400 CORNNG 2400 3t DOW CORNING 2400 �DOW CORNING 24Co T MELT) rn MELT) :n (HOT MELT) y (HOT MELT) � MI � IV 3Ego E1 i OIHIS ON 11TES INTSOV lffESAT 1/4 T i/4 POlMS N 36' ONLY N 36' ONLY Y4 ALL SIZES M4 ALL SIZES z ca h GLASS TYPE '1' SASS TYPB 'E' jCJ.�SS_TYPE Eli' �y1,S$_j'YpE�i' a 5116E OVERALL LAM. CLASS 7/16' OVERALL LAM. CLASS 7/8' OVERALL I.'SUL LAM- CLASS 7/8' OVERALL INS'UL I.W. GLASS I 0 C� rnj ES-ELI00 GLAZING OPTTOKS �i ; A,LUV- WV.i SINGLE HUNG WINDOW d o SEE SHEETS 2 AND 3 FOR DESIGN LOAD CAPACITY. �` W n APPROVAL APPLES TO SINGLE UNITS OR SIDE DY SIDE 5116E do 8/8'.AI2i SiACB_ CONSISTING OF: COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER SPACER: WINDOW TYPES IN MODULES OF TWO OR MORE WINDCWS USING 'HELIMA' LOW PROFILE ALUMINUM SPACER MWdI-DARE COUNT' APPROVED MULLIONS IN BETWEEN. BY 'UNGERMANN GMBH' .� LOWER DESIGN PRE SSURE FROV WINDOWS OR MULLION APPROVAL AROUND THE PERIMETER OF THE GLASS. WILL APPLY TO ENTIRE SYSTEM. PERIMETER SEALANT: cl R SILICONE B THIS PRODUCT HAS BEEN DESIGNED AND TESTTO COMPLY WITH THE DOW CORNING 791 �+� S REQUIRETV.ENn OF THE 2014 (STH EDRION)/2017 (6TH EDITION) FLORIDA GE 2000 I BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ)- IBY DR 29Y WOOD BUCKS & BUCK FASTENERS BY CTHERS. MUST BE � DESIGNED AND LVSTALLED ADEQUA r'1Y TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. IH ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DE -AILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPEL,Fim EMBEDMENrT TO BASE • • • • • • • • • • • • L o 8 MATERV-1 SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • • ` \\ I\Irclrr , S ° • • • • • • • • \� /r A LOAD OURATIOH INCREASE 5 • USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • • • • • • � At(;� Vie o ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. • • • • • • • • • /\� EPEE 3F r • • I ° MATERIALS INCLUDING BUT NOT LIMITEDTC STEEL/METAL SCREWS, THAT • • • • *RODIMT REVISED •�a��N,{�9 COME "M CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 6allding Cade Florida +/� REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ARAPTEO STANDARDS. NOA-No. 17-1114.07 I >" : �S : i7 = y THIS PRODUCT APPROVAL IS -GENERIC AND DOES NOT PROVIDE INFORMATION FicplrerYen oeY • • • FOR A SITE SPECIFIC PROTECT. Le. UFE SAFETY OF THIS PRODUCT, ADEO'JACY • • • • • 04/2g26t• OF STRUCTURE RECEIVING THLS PRODUCT AND SEALING AROUND OPENING FOR • • • • • OF 4/�/ druwing no. WATER INFILTRATION RESISTANCE ETC. • �-•L- • '� /Q OR10i;�� CONDT-IONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, TiHESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPP�1� • • tliamL�ad t wntro • \ SSA l H%� 6—S7 A40 TO BE REVIEWED BY BUILDING OFFICIAL.. SHUTTERS ARE NOT REQUIRED. • I • • • • • • • • • • fyfli kRZ1\\ \ Lehee 'lt fo Ol ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • l sD 1/2- /e• vorr +MDTN TYPICAL ELEVATION EOUAL UTES FLANGE FRAMES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 NTINS APPUED,,' ISED TYPICAL ELEVATION EQUAL LIIES FLANGE FRAMES WITH FLUSH ADAPTER 0 53 1 /8- TYPICAL ELEVATION EQUAL LFIES RM1GE FRAMES WITH FN ADAPTER MAXIMUM DESIGN LOAD RATING + 60.0 PSF (FOR SIZES SHOWN MOVE OR SMAL:ER) - 80.0 PSF STD. FRAME SLLL MAXIMUM DESIGN LOAD RATING = + 110.0 PSF (FOR SIZES SHOWr ABOW OR SMMIFR) - SO.D PSF HI-RLSE FRA SILT. FOR ALTERNATE S ZE UNrrS MAX FRAME AREA OF WINDOW • • • • • • • • • • • NOT TO EXCEED TESTED FRAME AREA OF 28.04 S0. I, OR 53-1/Fj W br L • • • • • • • •• • • • • ••• • • • • • • i%00llCT REVI6EB8.• •s eomsoda I with th. Fl—lda Now�iOA-e• o. 17-1114.07 • • •BY ,i • •• • •lit a • • • • •• • •• •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 V Z qm O Z � W Q� l� Q 6 Ol°v�� ILN J 0 2 0GORM, vowti a°QA IS HER: G�Ga Impp Qa� Q ur1�E k' R No. 70582 ccA = IIY ' 6TA'E Q: � t(j� drewing no. TYPICAL ELEVATION L'NEOUAL LRES (ORIEL TPE) FLANGE FRAv.ES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 II Ii JL----- JL___ 711- I II 7 �' II it u r I� u 8 0 _ 4 I, II I II I I Lo G u 7 IdA)C m ' Slti I- I 50 7/8,. vENi WID7i1 TYPICAL ELEVATION TYPICAL ELEVATION UNEQUAL U ES (ORIEL TYPE) UNEQUAL UTES (ORIEL TYPE) FLANGE FRAMES WITH FLUSH ADAPTER FLANGE FRAMES WITH FUN ADAPTER yl MAXIMUM DESIGN LOAD RATING e + 60.0 PSF gI4 (FOR SRS S'4dM1 ABOVE OR SMALLER) - 80.0 PSF o STD. FRAME SILL. MAXIMUM DESIGN LOAD RATING = + 80.0 PSF I n (FOR SIZES SHONN ABOVE OR SMALLER) - 80.0 PSF HISE I-RMkt SaL OPERATING VEN-S CAN 9E 1/2 TO 1/3 OF WINDCW F4E]QI • • • • • • • • • • c Ir--�o ! - MAX. O-L OPG. FOR FIXED LDE NUf 70 EXCU • Nj�NA/� FOR ALTERNATE SIZE UNITS MAX FRAME AREA OF WINDOW f • • f • • • • N07 70 EXCEED TESTED FRAME AREA OF 28.04 $0. F7. OR 53-ItlO WI11fh7. • • • 000 • /`��A/J. RL/,}� J /` '� f"`"" ,+5�`C_J v �' • • • • • • • • • • • • • • • 4PR09UCT•R6VIStE9 \=O�`SF n i g 6 th the plying wiFlorida . TOSIM � > n Bulldl p Ged N DA-No. 17-1114.07 n • • • • • • • • E"p6VW D-* /Z • • % • • J'y ,% 78 ,(f '`: -s cR7D�:: drering9 no. W16-57 :•. : ••-I- roaojcon %, SA" �e�', • •• A,/DNI shee! 3OfiQ •• • .75•• 11 77MAA ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Mir O 60m— '. afT•TTSt• f!•1 OPTIONAL TO SPRING LATCH a I ill I O I W � I III -J I �I I b l o/ a 4 r r, :a \ r u� ��- -� ---- ------- --- — METAL I MWAI-DACE COUNTY AF'PRO'vED I e STRUCTURE I I MULLION k MULLION ANCMCRS I E.1 OISf. I SEE SEPARATE NOA Z b P 3 II II n I EDGE DIST. II 4~f ? •` C7C O N : a XXL M TYPIGL ANCHORS TYPICAL .ANCHCRS 91,11 SEE ELEV. SEE MZV. O 3 r. I, I FOR SPACM FOP. SPACING yyWl' m p po LL ZN4 O of C WOOD BUCKS AND METAL STRUCTURE NOT BY ES. WINDOWS Q w m f (MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE m WEEPHOLES: W1 = 1-3/8` X 1/4' WEEPHOLES AT 4' FROM EACH END 1/4' DIA TEKS OR SELF DRIWNG•SCREWS (GRADE 5 ORS) 3 z r R INTO MWJI-DADE COUNTY APPROVED MU'1JONS OR N w uj o INTO METAL STRUCTURES (HEAD/JAMBS) Wn�IJ (3) THREADS MIN. PENETR71GN BEYCNC SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WTTW ALUMINUM TO BE RATED OR PAINTED) r C �I TYPICAL EDGE DISTANCE - INTO CONCRETE AND MASONRY = 2-1/2' MIN. I o INTO WOOD STRUCTURE - 1' MIN. 2 INTO METAL STRUCTURE - 3/4" MIN. .ol� WOOO AT HEAD, SILL OR JAMBS SC - OM MM. CONCRETE AT HEAD, SILL OR JAMBS fc 3000 PSI M'M. C-90 HOLLOW/Fi11 F*1 BLOCK AT JAMBS fm - 20M PSI MM. 'si W�: "ITTT/ � • • • • • • • • • �: J�NSf •''•. e : T • • • • • • • • PRObUCT RE�ISpy0� • •!� corr�ylnfAvft�th!•P7bAea �^ v BuIldIng Cogs 70'.592 Mow -No. 17-1114.07 ^ ' 4} : >z - pTntloa Dets OSl04/2022 � (• S Li•,!(/` • • • • • •Gc• • • • • • • 6TATE OF / drawing nO. W16-57 • • f • • • /rIT�A�,T`�A Isheet 4 ofiO • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 O t/+' MAX k ANCHORS SEE OXV. FOR SPACING L ANCHORS 'V. PACING 0 TYPICAL ANCHORS SEE el_EV. FOR SPACING $ a n s WINDOW MDIH 1 WINDOW W:D H 0 Vl �n�v i341 ��w L SHINS TYPICAL ANCHORS SEE ElEV. 4 FOR SPACING SCREEN oPt------- • • • �`I• ,'i!'i'+'•.i • • EXTERIOR • y�•• �i'•. ".�•. • • • WOOD BIDS i • • d • % VaNDOW WIO"H •• ••• • ••• ••• Or • • •• • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comM with the FWda Sundhrp ode Nod-tto. 17-1114.07 Expintlnn Dete I04/2022 M'r not Contro M-E OF —ir,g no. W16-57 FOR SPACING COUNTY APPROWD OULJON ANCHORS TYPICAL ANCHORS 7/4' NAIL O SHIMS _ I E15 ALT. TYPICAL ANCHORS , SEE ELEV. FOR SPACING 4 ' eT 1/4 G �I WINDOW YA •• ••• • • • • • •• ST P • •• 4*•5 FOP•YAN A° • •S• PRODUCT REVISED u—.Plyl.9 .1th th• Flod" BulldtM Code NOA-Ma. 17-1114.07 • • • • • • • • • • • • • • • Expirotioo Dates OS/04/2022 • • • • • • • / BY • • • • • • • • • NI ro u Control • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I of ;« Oga � � o n`^ V C1$wH Ision Oab I Q �Ja M LLZa_ 4 6.2 0 3 9 e .70.W2 '�/S�U�- STATE CF -Vj� (�drawing no. `NaSe..;� ?not..li11��J� WI 16-57 ILLUSRr ATVE OILS. ONLY EXT. OR INT. FINISHES NOT BY E.S. WDW, O T7(S/SELF DRILLING SCREWS 6 FROM ENDS 12 O.C. MAX. 010 TENS/SELF DRILLNG SCREWS AT 6 FRCM ENDS AND 12 Ot. MAX. TYPICAL ANCHORS: SEE aw FOR spACNc #14 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOO STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOO 1/4• MAX. M(S/SELF ORILUNG SCREWS FROM ENDS 12 O.C. MAX. TYPXNx ANCNO7 SEE Ems. EzC'I'>✓RIOR FOR SPACNG WINCOW WO7M _1 • • • • • • • • • P�. FLNST_ALL,TIOV? fiEIW, rWrrB - ?f IIE M& ADAPTER d ' • • S1F&;[EFI5•1•& 5 WwOO'Y DIW? _ \ i PRODUCT REVISED 4 es compying wrath th• FI-td> Z I Building Cede I NO"o, 17-1114.07 • • • • • • • • • • • • • • • Explrrtien pate /04/2022 \-p 6T�7E OF ' ttj� drawing no. i • i • • • • s� S'R°... W16-57 • • • • • • • • • • 1Oam t ceetml \4�1 1 1 L Lrli1�1� sheet 7 of 10. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3T7!Y / I PAP.T / RS9D. DT?SCF:)PTTON lLTE7tLL NAN➢./SOPPIRR/R8Y�RICS E/ ES-0.107A 1 rRNE HEAD 6063-T6 - E2 ES-EL102 FRAME SRL (STANDARD) 606J-T6 - E3 ES-0.103 FRA1� SILL (HI-R5E) BOBS -TB - E4 6-0.104 2 FRAME JA4B 60&3-T6 8063-T6 - - ES ES-EL705 1 VEM TOP R41L E6 ES-0.106 1 VEM BOTT04 RAIL 6063-TB 6063-T6 E7 ES-EL707 2 VEM SIDE RAR E8 ES-EL10M , FOOD 4TG. RAIL 60B3-TB - E9 ES-E1109 A'_ R00. dAnnG BEAD (5/18' UM. CLA55) 6063-T6 - E10 ES-ft110 �- -AS ROD. CIAZNG BFiD (7/18' UM. GLASS) 8oe3-T8 - Ell ES-0.111 AS ROC. GlAZ81G BEAD (INSIA_ LAM . CLASS) FLUSH {'FAME ADAPTER - 8087-T6 --BO63-T6 6063-TB - E12 ES-0.112 AS REOD. - El? ES-0.1t3A AS REOD. HEAD SCREW COVER - - E14 ES-0.114 AS RFOO. JAAiB SCREW CCA/ER fi063-T6 E13 ES-EL715 AS REOD. FLUSH FRAI/E ADAPTER WITH FlN 6C53-T6 - M1 ES -SOON AS READ. QAZMO BEAD BULB 59.1CONE WROIAETFR 65i`. SHORE A N2 F7 tc%1-d)7 AS RETD. VFN BOTTOM GASKET Ei'DM WROME7F12 BSiC SHORE A N3 6D-372A 2/ LfTE SETTNG BLOCK AT 1/4 POINTS !LAN. GLASS, SILICONE WROMETER e0i� SFYJRE A 44 EL100-BC1 2/ LlE SETTING BLOCK AT 1/4 POINTS jWSUL LA14 dA55) SKICONE CURONETER 801'.5 SHORE A MS OJ07T150 AS REOD. O-LCNZ WEATHER SEAL AT SILL UREDVNE FOAM- - N8 23211NG AS RE00. PILE 11'STIePP.NG WRF! PLASRC FlN PoLYPRCP'!LENE M7 ES -ELL 15 4/ VRif VENT TOP GUfDE (SRRAL BAIN7CE) CELCON - -M8 -ES-ELi78 2/ VENT PENT TOP GUIDE (BLOCK h TACKLE BALANCE) LElC04 M9 SK08-4010 2/ VEhT SPRING La -DIED UTCM UTCH SPRNG 8063--6 ALTERNATE TO S1YE1F UTCH MID ES-1012 2/ UT^Ji Sf. STFil - N7' SLJ02-%X 2/ VENT SIPc� UTCSi - WEEP HOLE CD�F_R D� CAST ALLM - M12 FA5755129 2 NYLON - 413 SERE 86 2/VEYf BLOCK 8: TACKLE BALANCE CRS 57. STEE1. - M14 15P19 2/VENT � BALANCE TAKE OU.• CUP - M15 - I 2/VEtlf ' SPIRAL EW:ANCE CUSS 3 CR5 - M78 2180.T NON TlT Si. STEEL - M17 ES-OC4 2 I VENT GUIDE HT�N - M18 ES-1000-P1L - LEFT NOTCH CAP- M19 ES-1000-PIA - RIGHT NOTCH GP NYLON I - M20 PENDIEHTE - SASH STOP FLUSH FRAME ADAPTER ASSEtAB[Y FASTENERS - u21 }9 % 1' � - Sf. STTIl. FH SMS M22 {B X 1' - FRAME AND VENT ASSEMBLY FASTENERS Si. STEEL PN SMS Si. STEc7. � FH 51L 423 /10 % 1-1/4' - SPIRAL BALANCE ASSEMBLY FAS-ctERS M24 � /8 X 1/2• - VENT GUIDE ASSEMBLY FASTENERS Sf. STEEL FH S45 M25 J6 % 3/4' - � SWEEP LATCH FASTaI`Jt5 ST. STu1 FH Si15 N261/2' - NON TILT FASi>J/EIS Si. STEEL I Pit SMS ��'�ee Z O� QL O 0 U O G 'w �vourA n Ogno p�p Q z RR6 I °i i R V•i v Z = U �iJyW < n 0 a M t o z 3 0 32 LL W C, W . \ 3 o� ao� •• ••• • • • • • •• • • •• • • • • • .JAB_p"�_/.,'•�!��y� �%� i • • • • • • • • • PRODUCT REVISED • • • • • • • • • a• U-Plyilg with the Florid•- 3,didinB Cod• o NOI-Mo. 174114.07 ' expiration Daf 05/04/2022 g*'� U '- •• ••• • ••• ••• ••• - SATE Of '•((/� drcwttlg no. 'a PFod—t- W16-57 � • • � • • • � • � � �'s��ONAi..tt\`''` :sneer S of 10 ••• • • • • ••• • • • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • 1�- 2.917 ' I "050 .a62 TyP. 1.562 7- .719 '6 .062 2977 1•�, 295--1 I 1 Ty?..BY 2&57 L r.045 I t I L 2 4%U h iml • ; O h JI 333j i a� 1.187 �•1 Lt.ta7 �_ .780-•I Et2 FLUSH FRAME ADAPTER f 4 `6 p� \�.. o O 2s87 Et FRAME HEAD 1.42a 1503 .083 L a O • n O'g$vi QQ O d 0 < .i O ti I I 2ta7--1 E4 FRAME JAMB �1, 117� 3.141 2-049 137� 062 .500 5 y � .045 I p J O t0 S J Q W•f 7YP"_ L1.A07 Ee -lX. MEETING RAIL .63 .eL�J11 062 . 2313 2.914 ma 2780 1ST FLUSH FRAME ADAPTER MATH FIN I ^: i 2 1�I n q 0 ;.474 OFRAME 2.917 SILL (STANDARD) = i1 z `� w to -4 d 450 1.313 T1' 1 1.93e 3.147 A, � • � � i'7 i .062 $ 3 Z. 062 y R VENT TOP RAIL 1.014 8 ' -2.347-y I 092 2148 ; 1313 .L i ma31 j r,.,22 31 I °Yyy� •- i alp q O FRAME SILL (HI -RISE) I I L.187.04C Typ. rm. .277 t.4zt 1.77E .07E �: - N VENT BOTTOM R41L t.7w t HEAD SCREW COVR ••• • • • s • •• • • • • • • • • • \` 17711fIH1y /' i • • • • • • • • \7 '// `) SPRING LCADE� �TCH �..��lr -� .*, • •.sts-p-•� • • • • •3i PRODUCT REVISED �\ I I i as compMng 111h the FIor1Qs 8•Iitlin. Code 3 6 °0'�.a i I i IF " i 308 1.187 .062 1260 .040 625 ' .625 � .625 .62� Na•-E+e• 17-1114.07 _ ;• ; {�• _ 1- • • . L2 974 Expim"on Data 5/0412022 .050 .974 .050 .974 V-02 • • • •.• By _ i . I h _.6E3 i`.Ri0R1DA.•'� 202•• �-1 202• • • r1a � p�vauciconlrol •• O • • El E• ///�F1t I W16-rJ7 �L i E7 VENT SIDE RAt'_ t4 JAMB SCREW COI/ER !'LAZING AFADS • • • • • • sheet. g of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O 'oc}i �l H � � I 1O4�p 1 i �nu a- Qwmf�' FLUSH FRAME ADAPTER CORNER - n i FRAME TOP CORNER =Iv VENT TOP CORNER W r � f\ h a m � p�nm j 1 i 1i A ' I I ozF I ? FIN FRAME ADAPTER CORNER c'o_� aio� m � $ •• • • • • • •• u cP • • •• • • • • • %,, �� j VENT BOTTOM CORNER • • •I • • • • • • • JpD.'ANM I r • • • • I • • • • • • • PRODUCT gREVISED Building a fth the FFadds ` .70592a N0A-No. 17.1114.07 • • • �• • • • • • • • •lxplretion Da 5l0412022 1\% BTATE OF ty; drawing no. FRAME RiAQM C�RN"C�r2N" •• • • i i m—l- ►rod..t ontro �S ... 14;(�``•` W16-57 • • •• • •• •• •• ' /V„�I 1 ` sheet t0 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMFQADE MIAMI-DADE COUNTY bwAuau 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) 31 S-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy ES Windows, LLC 3550 NW 49te Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the rig6"havoke this acceptance, if it is determined by Miami -Dade County Product Control Section that,14is 117oductor material fails to meet the requirements of the applicable building code. 000000 • • • • • • This product is approved as described herein, and has been designed to comply with thg.FJDWa Buildirg Code, including the High Velocity Hurricane Zone. 0000 DESCRIPTION: Series "EL-150" Aluminum Single Fixed Windows - L.M.I. • • • • • APPROVAL DOCUMENT. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed A**'i*n;n Wdry (L.k0000 0l " sheets 1 through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared bX.AJj-t rooq Corgoration, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Coraro]•RVisioNstamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product.Cont;oI SecttdN.• • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. • • • • Limitations: • • • • 1. See design Pressure VS window sizes and glass types in charts in sheet 3. See glazing types in sheet 2. 2. See sheet 5 for optional mulled side by side installation (Approved impact mullion, under separate approval), when the windows are mulled, lower Design Pressure may control for entire assembly. AHJ to review such installation for tributary end load and required anchors. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA, COLOMBIA S.A., series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 16-0617.05, consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 17-1218.12 MIAMI•DADE COUNtTY Expiration Date: May 18, 2022 �� . • • •. , Approval Date: February 08, 2018 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum Wdw- (L.M.1)", sheets 1 through 9 of 9, dated 11/13/16, with revision A dated 05/12/17, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, RE.,. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of aluminum fixed W�idow, prepared by Blackwater Testing, Inc., Test Report No. BX-ESW-16-1 W, * bated ... • . • 11/14/2016, and revised on 05/10/2017, both signed and sealea+y Gonstaatin Bortes, ...... . ...... P.E.. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2(1'1'--W ;....; 2) Cyclic Wind Pressure Loading per FBC, TA.. 1.94 • • • • • • ..... along with marked -up drawings and installation diagram of a"njAw fixed wirldow...... • prepared by Blackwater Testing, Inc., Test Report No. B-1; TSCV-17 -=,. Sated ...... 05/10/2017 signed and sealed by Constantin Bortes P.E. • • • • • • . . . . . ...... C. CALCULATIONS • • 1. Anchor verification calculations and structural analysis, com"yirrg will P-BV 5th • • Edition (2014), dated 11/16/2016 and revised on 12/21/2016, prepared by Af-rarooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc, for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. 4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex 13P Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. Is aq I. Chanda, P. E. Product Control Examiner NOA No.17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51'' Edition (2014), and of no financial interest, dated 11/16/2016, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar SA) and by Evelyn Daes (ES Windows). 2. Statement letter of no financial interest, dated 11 /22/2016, prepared by Blackwater Testing, Inc., signed by Dennis Duffy. 3. Test proposal # 16-1476, approved by RER, dated 12/16/2016. 2. New Evidence submitted. • A. DRAWINGS • 1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Nym..(L.Miv' streets I .•.;;• through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, psaplra by Al-%arooq . Corporation, signed and sealed by Javad Ahmad, P.E. • • • • Note: This revision consist of editorial changes of FBC 17 (6t' Edition) dddC comp;;az e o • •; • • ...... . . ..... B. Test ' .. .. .. .. ...... 1. None. •••••• . . . . ...... C. CALCULATIONS • • • • • • . ...... 1. None .. .. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6t' Edition), dated 11/08/17, prepared prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises # 16-0617.05, expiring 05/18/22. 511..1 k. U."-- Isbah I. Chanda, P. E. Product Control Examiner NOA No.17-1218.12 Expiration Date: May 18, 2022 Approval Date: February 08, 2018 E-2 46' 4e" 1. WINOOW WIDTH WINDOW WIDTH WINDOW WIDTH ��lu' oto n44 7/6" 44 7/6" 44 7/6"_1 O.L. OPG. D.L. OPG. O.L OPG. m • ; 6" MAX. 12' A MAX 4 6" MAX HCORNESILL 12" A I.� MAX 6 I EAD� 6" NAX. H�� 12" A MAX. 7 HEAD q f' El a CORWE-ADNERS 561 RS S 2, ` O CE00� O I II 1 I 11 T. �Wr III II II II I II I II I II II II II ¢¢ p gyp<8 G III II II C II I 11 I G II II 11 II � � �G � S 6 II II It 11 II 'I II .I II II II II m J Q W LL O I I 11 FZ I I I Z I I U 01 I Q W E E F yl •m � � ^,O II / II II /� II = • � n p II / II 11 /� II �_ • • n � I / II /� � m p II .I 0 p w p 11 •I 11 II �' 3 N •j rn p II II II II I' II '_� II II II II � I� 11 h II II II II 11 II tl II I� II I! 11 I II II �m II II I I 11 �m •I � II II II 11 0 � ; I � ^ �• II I I �� II 11 1 II 11 2 J V 1 II Q O J W a N N p n J W W 0 _ g 7 FALSE MUNIINS B (SURFACE APPLIED)/4 ' w ¢ g B ' m� s m O u'i ? 3- 2 ; Z �` ^ MAY BE USED ml U u U w O= R TYPICAL ELEVAT ON TYPICAL ELEVATION TYPICAL ELEVATION w W n FRAMES WITH FLUSH ADAPTER FRAMES WITH FIN ADAPTER FLANGE fRl1AE5 FLANGE FLANGE rr-�-�-m1 F.S-EL150 FDCED ALUMINUM WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FD(./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DAYLTTE OPENINGS: D.L.O. HEIGHT s WINDOW HEIGHT - 3.125' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE D.L.O. WIDTH = WINDOW WIDTH - 3.125" REQUIREMENTS OF THE 2014 (5TH EDIIION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS __ _ TO THE BUILDING STRUCTURE. THESE WINDOWS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS • • • : HUT ♦ � ARE NOT REQUIRED. AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMR�AACI4T t� R•AS • • • • • • MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • • ni 111111111TT/j A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS•INTO W6M ObLY.• • • ••• • L-l. U i 2? '% 1/, '' n ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-�g�i E g • • • • • • •M�UL•�. D 1P• ENSIr �� ^ ,r MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE " lifte Ith A. m- 70692 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. Z .. Axepfisle N• ]%' IZ ] ] THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PRQVJDE yFfrTION • • • • EW 6 02Z Tj\ g Y gI FORA SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THI 00 ?,OEOVA r•1 ---- OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING ND 0 ENING FO • • "^' S"T O TA OF l�j� (drawing no. WATER INFILTRATION RESISTANCE ETC. •� ` • (S•Ue! .((�� [g0�� ` CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE aNAI•'[ED#&ARAIELY• • • • • • • • ��i'Sr,Q�••'T'(' ��+'�� W, 6-70 1 AND TO BE REVIEWED BY BUILDING OFFICIAL ••• �TTTOIIIL111f`` sheet 1 of 9, ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TEMP. GLASS -5/16' AIR SPACE F1/8' HEAT STREN'D. CUSS 1 I I 090' KuInterior' Tr oaifol 8Y rorayroy America, Inc.' OR I I .090' tMedayer SentryChe O 'Kuroroy America, Inc.' I 090' kAedayer Saflex Clear And Cdor Glass 'Eaelman Chemical Co.' 111 I R I OR Intedayer 1' I Saflex CP Wth PET Core By 'Eastnan Chemical Co.' 111/4' HS. GLASS SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING INSTANT GLAZE III o_ E4 \Ir D D/ •M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Ai' 7/8' OVERALL INSUL LAM. GLASS F 2 /8' HEAT STREN'D. GLASS �3/16' HEAT STREN'D. GLASS 090' Intedoyer 090• Intedayer TroaKol PVS Troaifol PVB By 'Kuroroy America, Inc.' By 'Kuroroy Amerce, Inc: OR OR 0 q a .090' Interleyer .090• Inlerloyer SentryGlae Sentrygaa F, By Kuroroy America, Inc.' By Kuraray Americo, Inc.' L 1 OR OR ` Ea .090' Inlear An t .090" Intedayer J QS Saflex dear Md Cobr Gloss 1 Soflez Clear Md Color pose By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR I OR G LL I075' Intent er 075' Into er A �7 Soflez CP WTN PET Core 15oflez CP With PET Core V.f y 'Eastman Chemical Co.' Chemical Co.' pQQQ,,,y 3/16' HEAT STREN'D. GLASS 0 L d 0 8 1 /4' HEAT STREN'D. BASS d 5j i SILICONE � to p SILICONE rn Z J � t DOW CORNING 795 3 4'E-t—ri !;DOW CDOW COORNIG 9B �i LLDOW CORNING 983 !: DOW CORNING INSTANT GLAZE III�DOW CORNING INSTANT GLAZE IIII Q W 1 1' N3 AT 1/4 POINTS ON LRFS WIDER THAN 36' ONLY GLASS TYPE 'A' 7/16• MRALL LAM. GLASS K I Al `E7 M3 AT 1/4 POINTS ON LRES WIDER THAN 36' ONLY CLASS TYPE '➢' 7/16' OVERALL LAM. GLASS 5/32' TEMP. GLASS L1— 5/16' A SPACE 1 I— 5/32• HEAT STREN'D. CLASS 1 I 090' Intedayer I EI' BV K"l PVB Y rarvy America, Inc.' OR .090' Intedayer \ 1 I By 'KGla9 'Kuroroy America, Inc.' t I .090'ex IntedaClearyer SaflAnd Color Glaea IEly 'Eastman Chemical Co.' I 0 .075' Intedayer ISaflex CP With PET Core I By 'Eastman Chemical Co.' tI —5/32' HEAT STREN'D. GLASS SILICONE DOW CORNING 795 DOW CORNING 983 i m 1 DOW CORNING INSTANT GLAZE AI M2 • i it • • • • • • o_ E4 \ • / • • • •• M4 AT 1/4 POINTS ALL SIZES •• ••• • ••• ••• ••• • � TYPE • •7�6' L lip"'- !li'M� -Ai • • • • • •• • •• •• GIr1ZING OPTIONS • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1ROOUC f R1�'YIB•! r-N-Oblq Wkh 69 FAAlle Aaepteeea Ne Es�lra•ae bh l4Jer FeIA 3 0 3 M 8 D n z_ s �- J w N o n o Z3 w w NNE n _¢ w wnZ 5/16" AIR SPACE CONSISTING OF: .I SPACER o 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GM➢H' u AROUND THE PERIMETER OF THE GLASS. ^r $ PERIMETER SEALANT: SILICONE DOW CORNING 791 6 o r GE 2000 4 F ss � 7 2017 `tt111111111/ �C 0 .� ,y AK,t�%,� / 5 \� g OP.�` drawine no. DESIGN LOAD CAPACITY - PSF class rrPEs cuss rrPE IYS. '8' •u• 'Di' 'A' 30' 36' 42• 48• 54• 80' 48• B0.0 BO.o 60.0 ROD 80.0 90.0 60.0 80.0 80.0 80.0 60.0 68.6 50.0 80.0 60.0 60.0 80.0 50.0 60.0 60.0 50.0 50.0 60.0 60.0 30' 38' 42' 4E' 54' 60• 54' 80.0 80.0 60.0 80.0 80.0 80.0 50.0 50.0 50.0 50.0 80.0 80.0 60.0 68.6 50.0 71.1 53.3 53.3 71.1 53.3 53.3 30• 36• 42' 49' 54 60' 60' P71.1 80.0 80.0 $0.0 50.0 SOO 80.0 80.0 60.0 a9.6 80.0 60.0 60.0 71.1 71.1 53.3 53.3 8t.0 6t.0 49.0 48.0 JO' 36• 42' 48' 54' 60' 65' 80.0 80.0 60.0 80.0 80.0 ao.0 60.0 80.0 80.0 80.0 60.0 68.6 80.0 80.0 60.0 60.0 71.1 71.1 1 53.3 _ 48.0 _ 53.3 48.0 84.0 64.0 30' 35' 42• 48' 54' 60' 72' 80.0 $0.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 68.6 90.0 80.0 60.0 50.0 71.1 71.1 53.3 53Z 84.0 84.0 48.0 48.0 30' 36' 42' 48' 54' 78• 50.0 80.D 60.0 80.0 80.0 80.0 soo 78.0 80.0 60.0 65.6 80.0 so.0 60.0 71.1 53.3 53.3 30' 36' 42' 48' 54• 84' rll).. 80.0 50.0 80.0 80.0 60.0 76.4 90.0 80.0 60.0 j 58.6 60.0 80.0 71.1 71.1 53.3 53.3 30' 36• 42' 1. I �, aao 80.0 60.0 80.0 80.0 80.0 60.0 75.0 80.0 80.0 60.0 67.1 80.0 BOA 60.0 60.0 1. 36• 42' 96• 50.0 80.0 60.0 00.0 80.0 90.0 60.0 73.8 80.0 80.0 50.0 65.8 . DESIGN LOAD CAPACITY - PSP WINDOW DIMS. GLASS TYPES '8', 'AJ', 'M' GLASS TYPE WUTH HEIGHT EXT.(+) INT.(-) E%T.(+) INT.(-) 19-1/8' 26-1/2• 37' 48' 53-1/8• 26' $0.0 90.D 60.0 80.0 80.0 80.D 50.0 60.0 80.0 90.0 Sao 80.0 80.0 80.0 60.0 80.0 80.0 80.0 50.0 80.0 19-1/8' 26-1/2' 37' 48' 53-1/8' 38-3/8' 80.0 80.0 60.0 90.0 80.0 90.0 50.0 80.0 80.0 80.0 60.0 77.8 S0.0 80.0 80.0 75.0 80.0 a0.0 60.0 75.0 19-1/8, 26-1/2' 37' 48• 53-1/9• 50-5/8• 80.0 80.0 50.0 80.0 $0.0 90.0 60.0 80.0 80.0 80.0 60.0 77.8 80.0 80.0 50.0 60.0 75.9 75.9 55.9 58.9 19-1/8' 26-1/2' 37' 48' 53-1/8• 58' 80.0 90.D 60.0 80.0 B0.0 90.0 60.0 50.0 80.0 90.0 60.0 77.8 90.0 80.0 80.0 60.0 72.3 72.3 54.2 54.2 19-1/8' 26-1/2• 37' 4a' 53-1/5, 63, 80.0 80.0 60.0 50.0 80.0 aO.0 50.0 90.0 80.0 9D.0 60.0 77.a 80.0 80.0 60.0 60.0 72.3 72.3 54.2 54.2 19-1/8' 26-1/2' 37' 48' 53-1/8• 76' 1 30.0 BO.D 60.0 50.0 80.0 80.D 60.0 80.0 80.0 80.0 60.0 77.2 $0.0 90.0 60.0 60.0 72.3 72.3 54.2 54.2 WINDOW WINDOW r vn0lrl.; � wlDn+; I� I 1 2 h1•. 3 L J 3 cog 0 1 ei .�i WIND01 1 WINDOW _ W WIDTH cy -. r pr, Ir'.jl O 6. o p I I I I 1%Ho `J• G � I I LLo�-Fj•� )f5RI J9 WINDOW WIOTH, WINDOW WIDTH I � � J Z 3 3 3 3 L 8 L J � J� X 0, h WINDO' I WINDOW _ W WIDTH WINDOW WIDTH 0 Z < v7 0 Z W Ww ALLCWABLE LOADS FOR ALTERNATE SHAP_5 AS SHOWN ABOVE OR SIMILAR CAN BE PICTURE VERIFIED BY INSCRIBING WINDOW SHAPE WITHIN SOWE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. c, KGDVC(Mum o n .ptyft.ilh the FkriM _ b-H.1 Cede EaFlruir D•te w NOTE: I' -'I TI•aS •d.M, 'tea GLA55 CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). o • • • • • • • • f A1A.... /1 < m J../1 .70SBQ 't t • • • • • • • OF ' lVw: drOw�ng no. "• tc AND OIM o}5EN1E • ,Ag;'•••.•• r Ho9rz /s s ABVJE. � • : • �4As,��AAt``�� - (sheet 3 of g JI ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1B/ TYPICAL ANCHORS WOOD BUCK SEE ELEV, FOR SPACING • • e . MOE DIST. � II!_�Am i3r o s J1tt 11 - j o o � z El M t I 4 I EDGE DIST. TYPICAL ANCHORS „ SEE ELEV. FOR SPACING FOR SPACING r----=_-_--__---- V METAL' I MWAI-DADE COUNTY APPROVED t STRUCTURE 11 MULLION • MULLION ANCHORS 1I SEE SEPARATE NOA I l Z y n EDGE DIST_ I t I II II I EDGE DIST. 11 0 �I n 1 Qf La _8. _ ____ O w y1u1 �} IL NCH TYPICAL AORS TYPICAL ANCHORS C a O Q SEE ELEV. SEE ELEV.J 0 • t' rc FOR SPACING FOR SPACING i3 YI 1n s n WOOD BUCKS AND METAL STRUCTURE NOT BY ES. WINDOWS j 'o S z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. (--)�— TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA TAPCON BY 'OLV' (F-125 KSI, Fy-100 KSI) 1 /4" DVL ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) Aft9•UC r REVIIm ""tylq w% sk itedl4 1/4" DIA. TEXS OR SELF DRILLING SCREWS (GRADE 5 CRS) A"► gee Ne (-AZT 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS F.M. D.te .Z OR / INTO METAL STRUCTURES (HEAD/SILL/JAMBS) A bbr,Rk (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Cawt ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0'55 IN. CONCRETE AT HEAD, SILL OR JAMBS f c 30M PSI MIN. • •i ! • • • • • • •C-90#IAoLLOW/F lU ED BLOCK AT JAMBS f'm - 2000 PSI MIN. • - • • • • • • • • • • , AH AA � ENSF n I � �� A 70592 • . li I \ � � 1 er• • ••• ••• ••• �; u ' c ' •_ • � w1oD BUCK • • • • or ••' of � (y�� drowmg no. • • • • • • • A�` W 16_ 70 •YPIML AN•iORS• • • • • • '�i `yr •'••.., EDGE DIST. FW • • • • • • • • • • 1 11 I111t LLA(sheet 4 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MKMI-DARE COUNTY APPROVED MULLION-T SEE SEPARATE NOA \ i i Z tp ; 0 y � d 1/4' MAX i a SHIMS L ANCHORS - TYPIG�L ANCHORS �Y. SEE ELEV. PACING G , FOR SPACING p ` ry N 41 o Dao N Q6i: �. IBY WOOD BUCKS v ° d J _ n r dE XT— buaFetC./e •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• . • •. . .. .. .. ... . . . . .. • . . . . . . . . . . • . ... . • . ... . . 1/4' MA%. STRUCTURE 3 Z Rz z_ Z L � � J w J C, ; a C, n o Z aRs n iz�� J w ii w Wn�� li r, 0 , 2117 No drawing no. N EDGE GIST. 4 N t 1� METAL MIAMI-DADE COUNTY APPROVED b EDG yc DIST. STRUCTURE MULLION h MULLION ANCHORS • 3 y SEE SEPARATE NOA Z y e �g,�g II Q W" A a {"WY E5 - _- E5 0 O 0 erl ALT. I C G ,� 0 t; TYPICPI.V SEE ELLV. S 1YPICAI. S I TYPICAL ANCHORS ELOEVVo SEE EL . 1RODUCr8� Rsm a g FOR SPACING FOR SPACING FOR SPACING ..m.*A gw1U111eF Wik pS a �C7 0a? Aeeeyhece Ne�2 Q w A Z � Eeplrfliwl Ulh 2 sa' Tp.s n Ceaw! f 3 u 0 o 3 � R z JUJ a J W O a � 8 F 1/slams CC) Q w 0 n I ES ALT. o _Z o a W 1 32 1-g TYPICAL ANCHORS SEE ELEV., FOR SPACING V1 g J w Wr7�� a � 1. 1/2 N S I TYPICAL ANCHORS rSEE ELEV. FOR SPACING O \\ WINDOW WIDTH _ 2 0 ALT. .00 • • • • • • • • • .00 • �. r.((�� 0 7 q ES � � • • • • • • • • • `\\\\11 I111f/// � c '... .70592 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTERS p .,v SHEETS 4 h 5,FQP,, WINDO •. , 'I v • • • • • • • OF •`err/` drawing no. • • 01),VV16_70 EDGE DIST.AL • • •• • •• •• •• i S/� �. • • ••• • • • ��/Iff Ilm%\\\\� sheet 6 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATNE DTLS. ONLY EXT. OR INT. FINISHES NOT BY E.S. WDW. A ALT. i1L ANCHORS ELEV. SPACING /10 TEKS/SELF DRILLING SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 410 WOOD SCREWS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2* MIN. PENETRATION INTO WOOD IIV MAX. GAP 1/2' MIN, Q-/ ALT, 110 TEKS/SELF DPoWNG SCREWS AT 6 FROM ENDS AND 12 O.C. MAX. TYPICAL ANCHOR EXTERIOR SEE ELEV. FOR SPACING •• ••• • • • • • •• •• ••• •• • • • •• INSTALLATION DETAILS WITH FIN FRAME ADAPTERS • • •$FF•SHEETS 1 $ 54FQR•WINDOWQ4fWLS• • • .... . .. .... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Z q • O y A h ~2 z a i H081 wR Lot 06'Rp V 0; O � QQ 01 D 0 i -WIN S � aW-0f0 F m INODVCF AEVWF.0 .--oy^t" F1KYM wwim C-1 iWlriw� Dnr_�1��Z cr._C Q 7 ?IH7 \,111n ulNrri Ia c8 y; � CFJigF ••!V � •r og F - 70682 � e A OF (drawing ` no.l 16-701 r 2.917 U �{� o n .050 .937 -;` Z w j 1.562 L .719 O Z ry I1 I oe2 Q 0 1.187 --i A Et FRAME 0 .040 O a O < I� L I.670--I = N E2 FRAME SCREW COVER Q E Lp2.637�i .500 .625 3 T—I 3 F 2.780 Z) 7 Z FLUSH FRAME ADAPTER J W 1 Q "t n N 1.500 .063 N Z 3 .5D0 I .625 V) W M f d .045 �F 2.700 E6 FLUSH FRAME ADAPTER WITH FIN §. "OnUC F YEVI�� F� 'r Z q m AK4 N• (,=tyllJ7 �Y LAlL �1j�+'�i 4l. A C�•611 • 11•>� _ 0 • - - •• ••• • • • • •i oo^n • • • • .0. • • • �_L Q 12.n7) 5 o < m -y .633 r,1 • • • • • • • • • • • • : �}OEI'ISF •.• • i T '1 a < =I' g -i .DSO .974 .050 .974 62, 5 .062 .974 • • • • • • • • • • • • • • • 1 • Q'' o Y • • • • • • • �, i u!; • • • • • • • ',STA OF (y, droving no. —1 .202 —I .202 —.2G2 • • • • • • • • • ';, \ji• ol, W16-70 O O E4 • • •• • •• •• •• 7 i GLAZING BEADS • • • • • • • • 4,"fill 11 FJA11 6heet 8 of 9 ITlsl[ ! PARS ! RBQD. DffiCRTPTLON YATHtLL MAtif./SUPPI.TSit/RHl1ARES E1 ES-EL1S1 1 FRAME 606J-T6 - E2 ES-EL152 A5 REOD. FRAME SCREW COVER 606J-T6 - E3 ES-EL709 AS R00. GLAZING BEAD (5/i6' LAM. CLASS) E063-TB - E4 ES-LT_111 AS ROD. GLAZING 8fM (INSUL. LAM. CLASS) 8063-TB - — ES ES-EL112 AS READ. RUSH FRAME ADAPTER 8083-TB - E6 ES-EL115 A5 REDO. FLUSH FRAME ADAPTER WITH F'G1 606.T-T6 ES-E1110 AS ROD. GIAZCIC BFID (7/18' WI. GLASS)6063-T6 /6 X 1'FRAME ASSEMBLE FASTENERS 5T. STEELPH SIRS KE7 ES-5008A AS REOD. GLAZING BEAD BULB SILICONEDUTtOMETER 6035 SHORE A 80-372A 2/ IfTE Stll1NG BLOCK AT 1/4 POINiS (TAN. GLASS) SILICONE OUROMEfER BO35 SHORE A EL100-B01 2/ LTTE SETTING BLOCK A7 1/4 POINiS (INSUL TAM.GLASS) SILICONE DUROMETER BOfS SHORE A /6 X 1' - FLUSH/FIN FRAME ADAPTER ASSEMBL7 FASTENERS ST. STEE1 FH SMS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M1A i m m 3 = V e � W i al /•/ o 0 � ¢0 MEMO $ � 2_ Qm � M ' WELDED II JOINTS J Z• t3 W m f FLUSH FRAME ADAPTER CORNER J 3 � O m 3 � o RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS z Z Q J I o N U) X Q01n n /•� w p N �'o w lal 1) r I �p`AEY1b'si�� LMU//aW�O�ts 3abb LS •N w b' •el �i i•la' Yroist C..wi •n ? 8 FIN FRAME ADAPTER CORNER �im"'^ ° " ^I I� •• ••• • • • • • •s • • • • • • • • • • � • • • • • • ��r 7FXV7F •• • • • • • A [y. • • e • '. 1ltor�� drawing no. Wl 6_70 ••• '''��,oii111LLL`��\ •• ••• •• •• •• sheet 9 of 91 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • M A DYe►DE MIAMI—DADE COUNTY Rel., 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 E.S. Windows, LLC 3550 NW 49'h Street Miami, FL 33142 SCOPE: �••� : . • This NOA is being issued under the applicable rules and regulations governinge0n:8se of onnstruction materials. The documentation submitted has been reviewed and accepted by Miartil-01de County RER- Product Control Section to be used in Miami -Dade County and other areas where 411(Mtd by thDAV*writy Having Jurisdiction (AHJ). "" This NOA shall not be valid after the expiration date stated below. The Miami -Dade Conn% Product Eon trol Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade touo 0 reserve the right .... to have this product or material tested for quality assurance purposes. If this profucP of material foils to perform in the accepted manner, the manufacturer will incur the expense of such testing, and the *ANI *may immediately revoke, modify, or suspend the use of such product or material within tbeir ;urisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County ProAZ Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the High Velocitv Hurricane Zone. DESCRIPTION: Series "EL200" Aluminum Horizontal Rolling Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-1114.06and consists of this page 1 and evidence pages E.1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 18-0221.03 MIAMFDADE COUNTY Expiration Date: January 19, 2022 Approval Date: May 10, 2018 j�f 1'8 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 16-0617.04) 2. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Window;klumpWdL. (L.M.I.)", sheets 1 through 11 of 11, dated 12/19/16, with revisibh•ID'dated 09/27/17, prepared by Al-Farooq Corporation, signed and sealed by Javad'Ahmad, P.E. ' B. TESTS ...... 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 .. .. • • • 2) Uniform Static Air Pressure Test, Loading pq-FVO, TAS 20?-94 3) Water Resistance Test, per FBC, TAS 202-94 :...:. 4) Forced Entry Test, per FBC, and TAS 202-94 • 5) Large Missile Impact Test per FBC, TAS 201 94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-007, dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5te Edition (2014), dated 06/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). Manuel Per , P E. Product Control E am' er NOA No. 18- 21.03 Expiration Date: January 19, 2022 Approval Date: May 109 2018 E—1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 0 V19/17, expiring on 07/08/19. 0 0 """ 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Amerlisi Iic. for theirs ...... "SentryGlas® (Clear and White) Glass Interlayer" dated 12/M#t'f,•expirtng on 07/04/23. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical bo. (NAB for their "Saflex Clear and Color Glass Interlayers" dated 09/07/170 � yi -, qti 05/21/21. ' 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemieai Go. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with Core" dated 09/07/17, expiring on 12/11/18. .. . . .. . F. STATEMENTS 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6ch Edition (2017), and of no financial interest, dated 09/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-1114.06) 2. Statement letter of conformance, complying with FBC 5th Edition (2014), dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 3. Statement letter of no financial interest, dated 12/08/16, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 16-0617.04) 4. Addendum letter, issued by Blackwater Testing for Test Report No. BT-ESW-16-007 dated 12/15/16. (Submitted under NOA No. 16-0617.04) 5. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. (Submitted under NOA No. 16-0617.04) 6. Laboratory compliance statement for Test Report No. BT-ESW-16-007, issued by Blackwater Testing, Inc., dated 12/08/16, signed and sealed by Constantin Bortes, P.E. (Submitted under NOA No. 16-0617.04) 7. Proposal No. 16-1228 issued by the Product Control Section, dated 11/16/16, signed by Manuel Perez, P.E. (Submitted under NOA No. 16-0617.04) F. OTHERS 1. Notice of Acceptance No. 16-0617.04, issued to ES Windows, LLC for their Series "BL200" Aluminum Horizontal Rolling Window - L.M.I., approved on 01/19/17 and expiring on 01/19/22. �nl (M� Manuel re'z E. Product Contro Exa finer NOA No. - 221.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W16-86, titled "ES-EL200 Horizontal Rolling Alum. Wdw. sheets 1 through 11 of 11, dated 12/19/16, with revision C dated 01/12/18, I'2phtdd by ...... Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.I'.• • ...... . • ...... B. TESTS • • • • • • • 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 203'94'. :...:. 2) Cyclic Wind Pressure Loading per FBC, TAy§ *2aj-24 • along with marked -up drawings and installation diagram of an aj;j"ptim hot"ll ...... sliding window, prepared by Blackwater Testing, Inc., Test Repo- No. BT-ESW-17-007, dated 10/24/17, signed and sealed by Constantin Bortes, t.F,..; . • • • • • • . . ...... C. CALCULATIONS0. 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. None. 1. Notice of Acceptance No. 17-1114.06, issued to ES Windows, LLC for their Series "BL200" Aluminum Horizontal Rolling Window -L.M.I., approved on 0 /11/18 and expiring on 01/19/22. Manuel Peo�Zl E. Product ControlLxam er NOA No. 1 1.03 Expiration Date: January 19, 2022 Approval Date: May 10, 2018 E-3 FALSE ML (SURFACE AP MAY BE 72 15/16- (3) ANCHORS AT MTG. STILE ENDS AT 5' O.C. it I / 7r II I, II�1, II I, u I, J I u I; 11 I B 4 D 11' 4 MAX. 32 11/16' SILL 32 11/16' U.L VYIr. 36 9/16 3 ANCHORS VENT WIDTH AT MTG. STILE ENDS AT 5' O.C. TYPICAL ELEVATION FLANGE FRAMES ES-EL200 HORIZONTAL ROLLING ALUMINUM WINDOW (L.M.I APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION NOA WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 72 15/16' L 32 11/16' I; 32 11/16' 36 9/16' �(3) ANCHORS VENT WIDTH AT MTG. STILE ENDS AT 5' O.C. TYPICAL ELEVATION FLANGE FRAMES WITH FLUSH ADAPTER MAXIMUM DESIGN LOAD RATING - + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMLLLPR) — 65.0 PSF MTG. STILES WITHOUT REINFORCING MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF MTG. STILES WITH REINFORCING OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW NOT TO EXCEED TESTED FRAME AREA OF 31.46 SO. FT. w z U 72 15/16' FRAME WIDTH (3) ANCHORS 12' 6' MAX. AT MTG. SERE ENOS' HEAD/SILL1 J AT 5' O.C. A HF1D CORNERS B .-], I� --�r- Y 11 II li II P I; II II I' I; 'I J i B 12' m 3 n 32 11/16' 32 11/16- D.L. OPG. D.L OPG. z v W 36 9/16' (3) ANCHORS J VENT WIDTH AT MTG. STILE ENDS fY AT 5' O.C. NN E w 3 TYPICAL ELEVATION ^ n FLANGE FRAMES WITH FIN ADAPTER x Z 3 p R o 0 2 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. TWUTiTARS AW NET REQUIRES. • • • c O = • • • • • • • • • 1111L11L1/�/j • •• • • • • ••• • i�7 v u `�� PRODUCT REVISED —70592 ring wilh the FhxidA • •U„� • 000 000 �•• Y ♦i • Acr �oce?b t f21.o3 :••O2Q• :®'•. TE OF (yam ` ��s S } drove ng no. . •Rr . .. •......�. W116-86 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7' MAX. HEAD/SILL CORNERS T 6 u ti _O >I N O FALSE MUNTINS / (SURFACE APPLIED) MAY BE USED 110' FRAME W (3) ANCHORS AT MTG. STILE ENDS AT 5' 0 C 4 a 19' MAX. I I II I II�II II II II l II II II I, 11 . �z MA%. SILL 0 U 32 11/16' 32 11/16' 32 11/71 (3) ANCHORS D.L OPG. D.L. OPG. D.L. OPG. AT MTG. STILE ENDS 36 9/16' 36 9/16' AT 5' O.C. VENT WIDTH VENT WIDTH TYPICAL ELEVATION FLANGE FRAMES 110' FRAME W (3) ANCHORS 6' MAX AT MTG. STILE ENDS HEAD/SILL AT 5' D.C. CORNERS a AT MTG. STILE ENDS AT 5' O.C. 11 3 z 0 3 U JZ 6 � � J w TYPICAL ELEVATION _ FLANGE FRAMES WITH FLUSH ADAPTER IRE n m 12' MAX. = Z 3 n iHEAD r 3 Z ..Qi i tnIIR j d II N --tr---�- II II u�ll II II a II n li a l II II 11 II II II II II MAXIMUM DESIGN LOAD RATING - + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 65.0 PSF MTG. STILES WITHOUT REINFORCING 31 as MAXIMUM DESIGN LOAD RATING s + 80.0 PSF `o S (FOR SIZES SHOWN ABOVE OR SMALLER) — 90.0 PSF MTG. STILES WITH REINFORCING H OPERATING VENTS CAN BE 1/4 TO 1/3 OF WINDOW WIDTH MAX. D.L. OPG. FOR FIXED LITE NOT TO EXCEED 12.7 SO. FT. FOR ALTERNATE SIZE UNITS MAX. FRAME AREA OF WINDOW " ^ • • • • • NQT TS EXCEED TESWEDaFRAMEeMEA OF 47.36 SO. FT. p o • • • • • • • • o $ o • • • • • • • • • 'v o • • • • • • • • • • ``L11111111 It', • • • • • • z • y �•, • �.� JRp,ACAN ''VV a i SILL 33 U 32 11 16' 32 11 16' 32 11 16' PRODUCT REVISED i C. 1 211, 70582 a B D.L. OPG. D.L OPG. D.L. OPG. *1qwwahtr•yviN the Fh•:.la • • • • Huildie{ WMe • '�11.�• 000 • • ! '. o` •`� 36 9/18' VENT WIDTH 36 9/16' VENT WIDTH •.�`uM^�•Z a �!� • • • • ATE OF 6(l�� •• ORID1';.•' �� drawing no. W 1 6-86 TYPICAL ELEVATION : : iss� ��G`` IIIIII sheet 2 Of 77 FLANGE FRAMES WITH FIN ADAPTER ^'+I i n Pro t —m AL 111L`` ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" TEMP. GLASS 3/8' AIR SPACE 1/8" HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS 090' Interioyer .090' Interbyer 090" Interlayer Trosifol PVB Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuroray America, Inc.' By 'Kuromy America, Inc.' OR OR OR .D90' Inksrioyer .090' Interlayer .090' Interloyer SentryGlas SentryGlas SentryGlos By 'Kuroroy America, Inc.' By 'Kuroray America, Inc.' By 'Kumray Americo, Inc.' OR OR OR .090" Lnterlayr .090' Interloyer .090" Interlayer Saflex Clear And Co., Glass Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR OR .075' Interbyer .075' Interlayer .075" Interiayr Saflax CP With PET Core Saflex CP With PET Care Saflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS 1/4" HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS SILICONE SILICONE SILICONE DOW CORNING DOW CORNING G 795 I,r DOW CORNING 795 DOW CORNING 9795 �' DOW CORNING 983 t DOW CORNING 983 z m DOW CORNING 2400 i DOW CORNING 2400 z m DOW CORNING 2400 ,a s u1 (HOT MELT) (HOT MELT) M1 (HOT MELT) I I E9 p 11 M2 M2 �j M3 GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE '1i' 5/16" OVERALL LAM. GLASS 7/16" OVERALL LA G1A55 7/8' OVERALL INSUL LAM. GLASS GLAZING OPTIONS NOTE: GLASS CAPACITIES ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 J5/16AIR", ' ACE AT STREN'D. GLASS 90' Interloyer osifol PVB y Kummy America, Inc.' R 90' Interloyer entryGlos y 'Kuraray America, Inc.' R 90" Intertoyer atlez Clear And Color Glass y 'Eastman Chemical Co.' R 75' 1ntertoyer aflex CP 1YUPETCorey 'Eastman CAemical Co.' 1/4' HEAT STREN'0. GLASS SILICONE DOW CORNING 795 DOW CORNING 983 DOW CORNING 24DO (HOT MELT) O GLASS TYPE '2i' 7/e" OVERALL INSUL LAM. GLASS PRODUCT REVISG7 s comoyiny wish the Fhsids Euild:rg Cede Aueptmoe rbl • G 121" 03 • • • • • • � o.re Z2 • • 60—• • Is/•`J ``• 5/16" k 3/8" AIR SPACE CONSISTING OF�•• •• •. • • • •f SPACER, z 'HEUMA' LOW PROFILE ALUMINUM SPACER z�= BY 'UNGERMANN GMBH' • • 000 • • • • e • • AROUND THE PERIMETER OF THE•GLASS. • • • e • , PERIMETER SEALANT' • • • • • s SILICONE • • • • • • • • DOW CORNING 791 • • • • • • • • • GE 2000 • • 000 • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M4"V Z h m it oo, w� OGm� V Oaf O . oaoo8 0 -3 O Q W LL n LL Z N ' ZM- Q W F 0 3 s 5 i 0E i I •� I Qu TE OF Af drawing no. ORID�; ?p W 16-86 i ® ^ I o ®,.IMii O TYPICAL ANCHORS SEE ELEV. In FOR SPACING EDGE 3 alo IF. DIST. TYPICAL ANCHORS c '� SEE ELEV.— FOR SPACING m = Z ro It. a. I f n M74 OM78 E1 IL W N` A U C E74 itIO IIVV� `' M4 O V N• MS M16 M14 p Z M L C < g E7 M5 ii �•' QO fL� � C O I E7 II I li OPTIONAL TO M70 li II N6 SWEEP LATCH J v g5 Z. II 11 II I! II 11 ; n II n 3 n h 1! 11 z xx AS OJ OJ. NN N y p W a , — N QTM h a I W I II z p M m 0 x Z 3 J m MIB 8 ; PRNG TO 0 SPLATCH I W'n k' J I PEEPHOLES: W1 = 1-1/2' X 5/16' WEEPHOLES AT 5-1/2' FROM EACH END O La• d ED(i a 4 m wt ' 8 f • TTPICi1l ANCHOR6 I Wt' TYPICAL ANCHORS FOR WINDOWS WITHOUT SEE ELEV. SEE ELEV. E75 SILL RISER UMTT MAX FOR SPACING FOR SPACING EXT.(.) LOADS TO 65.0 PSF EDGE OIST. us •. 000 • • PRATx1CTWEAED • • M76 31 • • • 3I12. c<Plteoe�'V' VOW DY FOR WI W5IJRF�UT • • ��-8 I I.V SILL • • E15 tfiSER LIYR�AAX. !••; EXT.:)DLOADS 1e 65.0 PSI* � • 1DY • • • • • • • WOOD a" • • • • • • • • • • • •.• • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIAL ULTR4CON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 1/4' DUL TEKS OR SELF DRIWNG SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CCNTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE - i" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fo - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. F METAL I r_MWA_I-DA_DE_ C_OU_N_AP_l STRUCTUREMULLION k MUWON ANCHORS Ij 1� SEE SEPARATE NOA ;1 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • •• • •• • • • • ••• • .. ... .. . . . .. PRODUCT REVISED x ce Wly* w:+h the FMida • • • • • A« rs - 4 • • • • • • v [4te d • • • • • • • Mi—I ad.N dxt Ilk • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 ••• 0 0 I' EDGE jI DST. I � �I II :8 12 2111 TYPICAL ANCHORS SEE 8" FOR SPACING 0111,11 N IfrY OF ((Y D" iLNt+` i i �J o ° SEs ° ° < m drawing a no. W16-86 sheet 5 of 11 TYPICAL ANC SEE FOR SP M SRtUC n PICAL ANCHORS E ELEV. ,R SPACING X0 LAYOUT OX OPPOSITE Q (D 0 0 MLAMI-DARE COUNTY APPROVED MULLION r•--SEE SEPARATE RDA ,PRODUCT REVISED • • • • • • • • • 0,WgmPIYk4 wilh Ibe FklW • • • • • • • •1d� .0241.d j 2 CPS I l • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ANCHORS EV. 'ACING �i 3 a Sc' NNan x Z 3 m g 3z�n w N0� 1 < J N Li ) 7 3 i `o p AN�y ): • cEAISF''�O m •� o � 5 i ' ATE OF � Q/�� drowing no. �4�: • oRiop'e�� W —861. N EDGE DISF. • _ METAL EDGE DIST. STRUCTURE MWAI-pADE COUNTY APPROVED MUWON h MUWON ANCHORS 0l Z • 3i • n• .. 1 \ i SEE SEPARATE NOA w o EDGE DIST. iF I E 2 p d IL � 0 U CCL 1 Q: p C O E12 \ m E12 \ N E12 OUR,- 00 N - O ALT. O d O o •�� TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS SEE ELEV. C• O a FOR SPACING FOR SPACING FOR SPACING Lg Z pN = I p1D_ QWmi� Z J I 3 h JZ Z .... 0 J w J� S2 W O s a 1/4• MAX. O 3 N n a g F SHIMS WTYPICAL ANCHORS 1 ALT. g Z 3 iD FOR SPACING 8 3 0 4 R 3, Cn N 2 W M � W •1 1 /4'� 0 U Li`g TYPICAL ANCHORS •e SEE ELEV. ` FOR SPACING ' g4€ OWINDOW WIDTH 11-W ALT. •• ••• • • • • • •• •• • • •• • • • IN TALLA 0 DETAILM PATI? FL AFTER .� �J �cFNeFOt SEP SHEETS 6 R WINDOW DETAILS Q •• ° • I i PRODUCTREVISED cxtpgly �.ith tfr Fkxida '* -� i L / 3 cc Z �� ` • ° ° . _ I • • • • • • • • • • Ar .xp:eoe mo 1�'oii,o3 '�0.•. aP ' tf�. • • • • • • i ••• ��'.• \ drawing no. EDGE (MST. • • • • • • • •.. ` W1 Ci—HG • • • • • • • • A'' ''�t1 lit"" ` sheet 7 of 11 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ILLUSTRATIVE D115. ONLY TYPICAL ANCHORS SEE ELEV. e EXT. OR IHT. FINISHES FOR SPACING NOT BY E.S. WOW. � m •m ; TYPICAL ANCHORS: SEE ELEV. FOR SPACING 0 °j N WOOD SCREWS jQ (GRADE 2 CRS) Q i ; a 0 d' 0 6 u INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 W N 1-1/2- MIN. PENETRATION INTO WOOD IL O�yn O E13 O ALT. li7lATND ¢ N 0 6 O TLTCS/SELF DRIWNG SCREWS n oM g FROENDS N 12 O.C. MAX. J $ E ., Q l�mi 1/4' MAX. OAP 3 I 1 /2" MIN. 3 m 0 z "a ALT. vi S W 0 E. o 3 Z�IJ- W o 3z n I 0 /10 TEKS/SELF DRIWNG SCREWS 1 U)) g w W n AT 6 FROM ENDS AND 12 O.C. MAX. , 110 TEKS/SELF DRIWNG SCREWS AT 6 FROM ENDS TYPIC& ANCHORS EXTERIOR I `o_ 9IF AND 12 O.C. MAX. SEE Ems, FOR SPACING I WINDOW MOTH e z 012 In O ^ r ACT. •• ••• • • • • • • • • • •• • • • °' o S o � ° < m o • • • • • • • • • • • 11111IIlllT AH INSTALLATI •D B.S t FIAA ADAPTER SEE SHEETS 4 h 6 FOR WINDOW DETAJLS i °• i � �U • — PROC>LICT REVISED s °D11WYmH wiN Nu Florida { �D 1 1 2 5 ••• ••�„ - : li _ ^ — �• $ � �� •• ••• • • ••• • cot • mho I25'O'rj). • �YPMefia.r �` % O•. dr°wmg no. TYPIGY. ANCHORS SEE ELEV. FOR SPACING • • • • • . . . • • • • . • D+te Awn • • • s✓AL • �,•'' •..O�••'• �� W16-86 • : i • • i i *1' n; ills,,,111 eheet 8 of 1 1 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FFP.11 / PART / REQD. DESCRIPTION �o Z 0 b Q h I f Z n a a1� s l a o 1r O C, 0 U 0 w8`^ IL c d' Ou=i'm v 0�� Cf . 8 O IL 0 Q A 0aN�N�3 N w u� L Q W O�If F J o 3 7 J W NNa _n z _ N_ Q M porn m x Z 3 J W N0Si Li M R c IlcI m • • • • • • • • • • • • c r01 m C 0 � - 8 S • • • • • • • • • • •• • • • • ••• • AN _ •• ••• •• • • • •• )P•.. PRpMTCT REVISM- - c�plyvig.vilhdrFlolSdit3 S 2 "[�17 _•• •• ••• • ••• ••• •47sd6tJo}8 3 • ri..,�a,r- rna •Q_2 = �•, drawing no. W 6-86 i• i i• • : T fi rDA < • • • • • • • • LVi OF ��f(A�, �R o�; ••' 01 • • • • • • • . "' • • • ..d., Produce • • • • • I•""' �ss�•'• `�� i�l �NIIL sheet 9 of 11 • • 7711� MATERIAL MA1RP./SUPPIJER/REMARE9 E7 ES-0.104 1 FRAME HEAD 8083-TB - E2 ES-E7201 1 FRAME SILL 6083-T6 - E3 ES-E1202 1 SILL TRACK 6063-76 Ea ES-0.102 2 FRAME JAMB (OPERATING) 6063-T6 - E4.1 ES-0.101A 2 FRAME JAMB (FIXED) 8083-T6 - ES ES-0.105 1 INTERLOCK STILE 6063-T6 - EB FS-0.108 1 JAMB STILE 8083-TB - E7 6-0.107 2 VENT TOP k BOTTOM RAIL 6063-T6 - EB ES-0.10BA 7 PULED MTG. STILE 6063-T6 - E9 ES-0.109 AS R00. GLAZING BEAD (5/16" IJU.1. GLASS) 6063-TB - E70 ES-0.110 AS ROD. GLAZING BEAD (7/18' LAM. GLASS) 6063-76 - E71 ES-0.111 A$ ROD. GLAZING BEAD (INSUL UM. GLASS) 6063-TB - E72 ES-0.112 AS REOD. FLUSH FRAME ADAPTER 6063-T6 - E13 ES-EL115 AS REOD. FLUSH FRAME ADAPTER WITH FIN 6083-TS - E14 ES-EL114 AS REOD. HEAD SCREW COVER 8063-T6 - E75 ES-2011 AS REOD. SILL RISER 6063-T6 - Et6 ES-EL220 A5 RE00. INTERLOCK STILE STIFFENER 6005-75 - E77 ES-EL221 AS RE00. Fl%. MTC. STILE STIFFENER 6005-TS - E18 ES-0.113A A5 REOD. JAMB SCREW COVER 6063-TB - M1 ES-SOOBA AS RE00. GLAZING BEAD BULB SILICONE DUROMElER eOfS SHORE A M2 80-372A 2/ LfTE SETTING BLOCK AT 1/4 POINTS (I/VA. CLASS) SILICONE DUROMETER BOtS SHORE A M3 EL700-BOt 2/ LfTE SETTING BLOCK AT 1/4 POINTS (WSUL WA. CLASS) SILICONE DUROMETER fitrt5 SHORE A M4 EL700-301 AS REOD. VENT STOP RKiO PVC - M5 W23211 NG AS REOD. PILE W'STRIPPING WITH PLASTIC FlN POLYPROPYLENE - M6 SKO6-1010 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH M7 ES-1012 2/ LATCH LATCH SPRING Si. STEEL - MB SL302-XX 2/ VENT SWEEP LATCH DIE CASs ALUM - M9 WA2L 2 WEEP NOTE COVER RIGID PVC - M70 ES-1000-P1L - LEFT NOTCH CAP NYLON - M11 ES-1000-P7R - RIGHT NOTCH CAP NYLON - M12 WPSA-NI 2 3/4' X 3/4' RETIC FOAM PAD FOAM - M13 TAR-16019P-A 2 ROLLER PoLYAMIOE t ACETAI - M14 TAR-18019P 2 ROLLER HOUSING POLYAMIDE - /8 X 1' - FLUSH FRAME ADAPTER ASSEMBLY FASTENERS ST. STEEL FH SMS {e % 1'FRAME AND VFMASSEMBLYFASTENERSST. STEEL PH SMS E.2 /8 X 3' -FRAME SILL ASSEMBLY FASTENERS ST. STEEL PH SMS %B X 3/4' - SWEEPLATCN FASTTNER$ST. STEEL FH SMS /14 % 3/4' - ASSEMBLY FASTENERS FOR FLUSH ADAPTER ST. STEEL PH SMS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2A874.0622.347 Et 2 917 -1 1.295 1.187 -I FRAME HEAD ["062 O50 .313 TP. L 2.t48 EB JAMB STILE l 11.218807 1.308 0622.8121.187 E7 VENT TOP/BOTTOM RAIL t .r5 .62510� 974 .062 .974 -------1III -j.zo2 E17 I I .202TYP.L.GLAZING BEADS 1.183 .188 .125 1.025 I �1 .7. E16 INTERLOCK STILE STIFFENER 1'233 .125 1.013 .826 E17 FIX. MTG. STILE STIFFENER '1� ofie 2.500 2.000 E15 SILL RISER • • • • • • •• • • • • • • • • • • • • • • • f `\111111111111 7j'' • • • • • • • • • D:I)i I:LVI pnPolrgoxh. Far�td,a •-.�q^Sl �OF •/yam_ ^C3._ • • • • • • • ;,� P1,1 " �i7sS/OVAL�� 11 �11111111 \v-' tT maI Is IL � O C LL O V �p p aQ a O g 0 yd1 v�1 Q W 7 m^ tL Q o j J g Q • i 0 S m Z R i o J L J W 0 o 0 Z 3 8 3R W N N Q J 1.122 1.421 t 178 078 III SPRING LOADED LATCH 1.938 .050 ttP. �62 1.187 1.474Y6 LA- LJ13 E5 INTERLOCK STILE 3.310 ze8.5 I- E2 7.187 Typ. 2000 2 917 FRAME SILL � .� 1.740 .277 E19 JAMB SCREW COVER 2-049 1.407 1.187 062 .312 .250 - J -{ I--t'367 E3 SILL TRACK r 040 1 - 0 Joe J.62 5I Et4 HEAD SCREW COVER 062 TP 1.374--. E9 FIXED MTG. STILE a N 2857 L .045 I .500 25 �� 2.780 12 FLUSH FRAME ADAPTER F, 2.9142-3 j'-z31] I 062 .062 Typ.•• 2. 117 3.141 .8758J E4 FRAME JAMB (OPERATING) .719 '062 I 2.917 2.987 LIYP. 1.187L . 1.562625 4. FRAME JAMB (FIXED) � oQ n 8 c LPR .500 1-428 � • i • • L06" 0 .063 • : � < m drawln no,1. 1N 16-86 045 �IIF-�•• • • • • Ell FLUSH FRAME ADAPTER9 Wf'H FTN sheet 100t 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i I I FIX. MiG. RAIL CORNER FU WN / rl I MI -I PPA1Ir AnAOTrA rn DAICD %?ODUCT REVISED yub wiN h Fk id. FRAME BOrO6* CORNER • • • • E*P"'"°' Dale • • •• • •• +• •47r • • • • • • • • M product / t ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • �� J OOF<F drawing no. M IAM I -DADS MIAM 1-DA DE 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) vrww.miamidade.Qov/economy ES Windows, LLC 3550 NW, 491' Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (ln Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tfW right to have this product or material tested for quality assurance purposes. If this prooduct.or mat4rtnl'fails to ...... perform in the accepted manner, the manufacturer will incur the expense of such festingand the AAJ may immediately revoke, modify, or suspend the use of such product or material withhe41"ojurisdiction' 0*RER ....:. reserves the right to revoke this acceptance, if it is determined by Miami -Dade 4@a{ 4 Product Control • Section that this product or material fails to meet the requirements ofhe applicable pAileft cod,.• • .; • • This product is approved as described herein, and has been designed to comply wit11 *the Florida Building • •; • • • ...... . . Code includingthe Hi VelocityHurricane Zone. ••••• .. .. .. .. ...... DESCRIPTION: Series "E1300" Aluminum Outswing Door - L.NI.1. • • • • APPROVAL DOCUMENT: Drawing No. W17-59, titled "ES-EL300 Alu;ninutnr Out9winQ• Door ••••:• (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/11, preppred by Ai-Farooq • • • Corporation, signed and sealed by Javad Ahmad, RE, bearing the Miami -Dade Cftnty Pro*cj "ontrol • Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dal1E •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, Barauquilla, Columbia, S.A., series, and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEI MN'T: 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 I and evidence pages E-1 and E as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 16-0617.03 M(AMIDADE COUNTY ) Expiration Date: January 04, 2023 �2.11 Approval Date: January 04, 2018 j Page l ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W17-59, titled "ES-EL300 Aluminum Outswing Door (L.M.I.)", sheets 1 through 12 of 12, dated 06/20/17, with revision A dated 07/21/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration. Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC, and TAS 202-94 ; • • • • • 6) Large Missile Impact Test per FBC, TAS 201.94 ; 7) Cyclic Wind Pressure Loading per FBC, TA6-2Q3.94 • along with marked -up drawings and installation diagram of an MUhii'IUm outsvAng door, prepared by Blackwater Testing; Inc., Test Report No. BT TSW-17-M!�Gdated 06/15/117, signed and sealed by Constantin Bortes, P.E. with Levin p�Cla-iijatio issued on 08/03/17, signed and sealed by Constantin Bortes, 13.1ie0..0 C. CALCULATIONS • I. Anchor verification calculations and structural analysis, compl}:ing.-v%th FB'C-5th Edition (2014) and FBC-6th Edition (2017), dated 06/19/17, prepared by Al-Vareoq 0000 Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass •Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916-11 issued to Kuraray America, Inc. for their "Sentry Glas9 (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Co. (NMI) for their "Saflex Clear and Color Glass Interlavers" dated 09/07/17, expiring on 05/21 /21. 4. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Co. (MA) for their'-Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. rge M. PIasencia, P.E. Product'Control Unit Supervisor NOA No. 16-0617.03 Expiration Date:.ianuary 04, 2023 Approval Date: January 04, 2018 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, to FBC-5"' Edition (2014) and FBC-6' Edition (2017) and of no financial interest dated 07/25/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes_ 3. Laboratory compliance statement for Test Report No. BT-ESW-17-008, issued by Black -water Testing, Inc., dated 06;15/17, signed and sealed by Dennis Duffy, CEO. 4. Proposal No. 16-1477 issued by the Product Control Section, dated 11/23/16, signed by Ishaq Chanda, P.E. G. OTHERS 1. None. ...... ...... . ...... .... . ..... ...... . . ..... .. .. .. .. ...... . . . . ...... L Jorge M. Plasencia, P.E. Pro uct Control Unit Supervisor NOA No. 16-0617.03 Expiration Date: January- 04, 2023 Approval Date: January 04, 2018 E - 2 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ES—EL300 ALUMINUM OUTSWWG ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LEES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. �3/18' HEAT STREWD. GLASS 3/15• HEAT STRLN'D. GtA55 J/8• AR SPACE 3/16' HEAT STREN'D. CUSS 4.V • , I 0 y ` 090, Intmlayer ropy ; ry 7 osifdnPV' Americo, Troaifd PVB 6 F R'Kurcroy Inc.' Kuroray America, Inc.' OR .090, Inferloyar Sent"Gtoa .090• IMedayer SentryM. a tt By 'Kuroroy Narita. Inc.' By 'Kuraroy A-1c., Inc.' Q. p Q W OR .090' InteAoyer OR M. Merl ar 8 p �~ Safh. Gear And Cobr Glaze 1 Safkx Cl-, Ad Cebr Olean Q' Q 1 n By 'Eastman Chemlool Ca.' By 'Eastman Chemical Co: Q IL 0 OROR 0 • 073' Intedayer I .075• Intertayer p Satlex CP With PET Con 'Eastman Soflax CP Wdh PET Cara 'Eastman Z -t h By Charm_-d Co.' By Chemical Ca: Fn o LL = 3/16' HEAT SFREN'D. GLASS r 3/16• HEAT STREN-D. GLASS d 2 M 2 J Q yr ar f l SILICONE DOW CORNING 985 W SLICONE DOW CORNING 985 m _ i00'M CORNING 795 / rM DOW CORNING 795 HMI i N7 DOW CORNING 2400 Z DOW CORNING 2400 3 n vj t S v� u Ml n n n / r•l I$ 0 co z v �w M4 M4 M4 o (f) 0 m Z 00 SQUARE BEAD OPTION a r t 1 Sr1A$S 1YPEd' GLASS TYPE 'Al o Z 3 7/16. OVERALL LAM . GLASS 1. OVERALL RISUL LAM. GLASS 3 Z o GLAZING OPTIONS. w OfTERIOR LITE OF GLASS TYPE 'A1' TO BE TEMPERED FOR INSTALLATIONS ABOVE 3D FT. OF GRADE. ('llTl-i--7T� THIS PRCDIIC- HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CUOE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHCRS SWILL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANL'F'S INSTRUCTIONS. SPECnED 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 SH MS 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 3 ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT ?ROVIDF. INFORMATION FOR A SITE SPECIFIC PROJECT, i.a. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVAG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCF FTC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 3/8' ALR SPACE CONSISTING OF, SPACER- � 'HEUMA' LOW PROFILE ALUMINUM SPACER BY 'UNGERIAANN GMBH' AROUND TF:E PERIMETER OF THE GLASS. PERIMETER SFAUNT: `� Z I� SILICONE DOW CORNING 791 0 o h INSTRUCTIONS: • • • • • • • • • • • • GE 2000 • • USE CHARTS AS FOLLOWS. • • • • • • • • • • • • • • • 111 SS- r n .t • • • •Odl)CT\\11111I i)irry' PIl• REVISED STEP 1 DETERMINE DESIGN WIND LOAD REOUREUF.1� BASED•• • • • • • • •sloZlyl 9 aAMr the MlId. -• ON WRA VELOCITY, BLDG. HEIGHT, WUf WOVE • • • USING APPUQk4Lf ASCE 7 STANDARD. • • • Bu•Air>d Cp(• �� P, •. �� I Now-Fw, 16-0617.03 1AO _ STEP 2 FOR SINGLE (X) AND DOUBLE SEE SHEET 2. �) DOOR CAPACrTIES CAplraUon Date 01/04/2023 92 STEP 3 FOR 9DEUTE PANEL (0) cAPACrTY "SFIW�*i • • • •BY 9 $jEp 4 FOR SICELfIE COMB!NATgN WTIH •1,,,�,T, • • • • • • Miam-0 Pro Yct o • '' '., OF ` drowinge SEE MULLION CAPACITY CHART OfT MEET 4. • • ,y:(/� ho. ,STFP� THE LOWEST VALUE RESULTING FFDM •PEPS 11 • • • • • • • • j,�(,, `� r z '� �y .0, W 7-59 AND 4 SHALL APPLY TO ENTIRE SYWEM. • • • • • • • �y y•"�"' oONAL _\\\ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • SURFACE APFLIED FALSE MUNTWS MAY & USEO 38 7/8' iAME WID1. 35 5/15' FAF WIND 27 1/8' 1z' 7 5/8" MAX. MAY, HEAD/SILL HFAD CORNERS SILL STD, SILL TYPICAL ELEVATION ( X ) SINGLE DOORS LOAD CAPACITY - P.SB FRAME LEAF T4.RESHOLD 38-7/8' %" 3.+' -5/18' 93-9/13' STD. 80.0 80.0 - 96 - NOTE: CLASS CAPACITIES ON THIS SHEEP ARE BASED ON ASIM L1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COIAMISSION DECLARATORY STATEMENT DCA05-DEC-219 35 5/:8' LEAF WIDTH HEAD ANCHORS SURFACE AUNTIES 27 " AT 5nLE ENDS O.C. (4) AT 3" D.L. OPG.1/8 FALSE MAY E USED / 7 5/8' MAX. (4) AT 3' O.C. I rnv� aLtvr,ll�n ( XX ) PRODUCT REVISED 1101761.7 DOORS LOAD CAPACITY - PSF a complyMg wHh the FloHda FRAM' LEAF THRESHOLD EXT.(+) INT.(-) Bunding Code NOA-No. 16-0617.03 76' 95' 33-5/18' BS-B/16' STD. 80.0 80.0 Expiration D.t.01/04/2023 • BY�• • • • • • • • • Miam Product Contra • •• • • • • ••• • GLASS D.L.O. FOftN1PAE;0 • • • • • • f • • • • • D.L.O. WIDTH - 91RAME vAItH - 11.P50-(X L@ORS) • • a •FAA E W - 20 0')/2 DO RS) • D.L.O. HEIGHT ��FR fE Hj% - 1 38" (51 RAILI • y yB0 • • • L�C 2 £�':i - WIAME HEGHT - 16.%76' (HI•RISE BOT. �A1L) f • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N 8 .70 -I A OF `4 (drawing no. �s�:_•..1D'?' I W17-59 TYPICAL ELEVATION ( O ) STOEUTS LOAD CAPACITY - PSP I OR STAND ALO1n STATIONARY PANEL (0) %AWE PANEL TH.RESNOLD TYPES EX'.(+) WT.(-) WIDTH HEIGHT _ WIDTH HE.CHT 37-5/9 96- 34-/ 16 93-0/16 STD. 80.0 90.0 - 96 - 43-5/8' 62" 40-1/18' 79-9/16' STD. B0.0 80.0 43-5/B" 82' 40-1/l6' 79-s/9' ADA 80.0 80.0 D.L.O. HEIGHT (SiDELTTE) - FRAME HEIGHT - 11.438" (STD. BOT. RAIL) = FRAME HEIGHT - 14.875' (HI -RISE BOT. RAIL) D.L.O. WIDTH (SIDE LITE) = FRAME WIDTH - 12.563- 14a I h.- -- - FRAME WIDTH 34 1/16' 35 Va. 34 1/16- L PANEL WIDTHEAF WIDTH PANEL WD,H HEAD/SILL ANCHORS SURFACE APPLIED FALSE WUNTINS ///---AT STILE ENDS 25 1/I6' 27 1/8' / (4) AT }' C.C. 25 1/16' D.L OPC. D,L. OPG, / D.L OPC. MAY BE USED II - \ H i 41 I I p W a O O II II tl4 II � 11 --- n -- µ '-==iT ===n=== I u `Uj ACIA'E �INACTIVE --- - - — j Jr N\-HEAD/SILL AT WIILLION ION CORNERS SCELITE WIDTH Sill IRS -NDS �cc LIW(I ]HCCI 4 TYPICAL ELEVATION ( O-XX-O ) NOTE THE FRAME AREA OF ALTERNATE SIZE MOST NOT EXCEED TESTED FRAME AREA. = 98.7 SO. FT. PRODUCT REVISED • • • 000 s • • • • • • • • • • •s!/InpI I" with the Florida • •ullring tare • • • • • • • • ROA-N.. 16-0617.03 • • • • • • • • rrlPl•rum Date 11"2023 •Y Miami -Da Pr uct Control see i• • •• i• • �• i• LAC 27 2i',`./ '•� • ••• • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • si J S .-. R zz y J O -I W z rnGan s 3mMn jo�nelo o Z 3 J w Lj o� S9i drowing W 17-59 DESIGN TOAD CAPACITY - PSF DOOR TO SIDELITE OR DOOR TO DOOR AUU.'OR SIDELTTE WIDTH INCHES FRAME HEIGHT NICHES UNITETNFORCED EXT.(+)/INT.(-) REINFORCED EXT.(+)/INT.(-) 18 24 30 36 42 62 75.7 8O.D 68.4 80.0 62.4 $0.0 57,3 80.0 74.5 53.0 18 24 30 36 B4 71.4 50.0 SAA 80.0 80.0 58.8 54.0 75.9 18 24 30 35 9C 58.0 80.0 52.4 73.7 47.8 67.2 43.9 61.7 18 24 30 36 98 47.8 67.2 432 60.7 39.4 55,3 36.2 50.9 0•dERALL FRAME W. A F - C B \ c DOOR RAIIDMS �SI^ETME� FVWi xo OX C UNRONFORCED REINTORCED DOOR TO SIDELRE MULLION DOOR TO DOOR MULLION NOTE: FOR DOORS CA.PACITI' SEE SHEET 2 XXO FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELRE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELRE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENP.RE SYSTEM. a H I SIDELTTE WIDTH SINGLE (X) DOOR WIDTH F A DOOR �SIDELDE I FRAME SR:ELITE "" WIDTH WIDTH F A I SIDEUTE DOOR FRAME WIDTH WIDTH SIGELTTE WIDTH 1. DOUBLE (XX) DOOR WIDTH C \\ L \ DCUR I I DOOR FRAME SIDELI E FRAME ( OX0) ( xOX ) F A Q B \ / SIDELTTE DOOR FRAME SIDELITE WIDTH WIDTH W TH ( OXXO ) APPROVED CONFIGURATIONS V O O •` \ K / L DOOR DOOR I. FRAME FRE WIDTH I WIDTH I SWIDTHH I oOoR Sr IDEU;E DOOR FRAME FRAMETH WIDTHJ. WIDTH WID ( 07IXX ) XxXO (( xxxx )) • • • • • • • • • • VDUCT RE • VISthe ED Fida • • • • • • • •as omplyying with Flo Building Gode • • • • • • • • • • • %oA-No. 9 6-0617.03 • • • • • : • . • •E-tioa Date 01 /04/2023 BY Miam-0a roEnct onW •• •• • ••• ••• ••• • •• •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • ..!4 n .1 ZZ 892=aOF��drawing v no. J171,1 ......D" Sel W17-59 TYMCAL ANCHORS 31 • • • PRODUCT REVISED • •as c plying with The Florida • • Buildlnp Cede t • • NDA.are. 16-0617.03 • • Cssplraffon D." 01/04/2023 By Mla ,E roduet Gontro • �C2?2i? ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �v Z •w 009 p IL H o G�� o 0A O� 00gr.° Q� 1 I . 5w fe g 0 0 U v Z O LO It f- N i 3Nan o Z3.i 3z'�h w 0 3 w Lj n s t DOOR DETAIIS I r I• . IE OF F dr—ing s �V..��C1 W17-59 S��IYAL �rf�rllliiiittt` (sheet 5 of 12 WOOD BUCKE---1 S BUCK OR WOOD STRUCTURE i4 SEE NOTE SHEET 1 a • , EDGE D TrFICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS EV SEE ELS. SEE ELEVS. SEE E1EVS. FOR SPACING FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHOR_a: SEE ELEY, FOR SPACING,IA. T/A' DULTRACON BY 'ELCO, (Fw177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/JAti185) THRU 1BY BUCKS INTO CONC. DR BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4' MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) 1/4° DIA. TEKC OR CEIF DFULU , SCREWS (GRADE 5 CRS) INTO MIAMI-0ADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' T14K. MIN. (6063-T5 MIN.) STEED: 1/8" THK. MIN. (Fy a 38 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PMNTED) KCAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4' MIN. WOOD AT HEAD OR JAMBS Sr - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMES f o - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 1+,mv ------------------ MLWI-DADS COUNTY APPROVED CUPPED MULLION SEE SEPARATE NOA 0 •• ••• • • • • • •• • • • • • • • • • PRODUCT REVISED • • • • • • • • • as eoplying with the Florida • • • • • • • • • • Bulid.;9 LL d • • • • • • :0: • NOA-Ho. 16-0617.03 • • • • • • • • • • • • Expin tion Date 01104t2023 ey MI•m a ro ue on o •• ••• • ••• ••• ••• • LPL' 27 • • •• • •• •• •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A ANCHORS ELM. SPACING DOOR DETAILS t� a n g drawing no. FPS`: W17-59 TYPICAL FOI n 1--, BUCK PICAL ANCHORS .E ELEV. IR SPACING 1/4' MAX v O .. ... .. . . . .. PRODUCT REVISED as --PI my Ith the Florida BuBdng Code MOA-4o. 16-0617.03 • • • • • • • • • •: • • :&Pir•,tion D-t-01104a023 . • • • • • . "1 1?�1 4 .,-1 • • • • • • • •BY L:_ii 2 r • • • • • • • •Islam roduct Control • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4' MAX 1 u SHIM WOOD Bv6KOR 0 M WOO H TEm rE,ERTE 1 Q S Z V 0 4 RM0 o a o gd�o� Z N LL O CHORS t TYPICAL ANSEE J 0 ELEV. FOR SPACING Q 01 i i3 v o O Z U J O J W K Z NNYN n O'n' a pond Z3 8 3z�n !DOOR DETAILS OF • <{/, drawinq no. 0 Paa W17-59 3, TYPICM_ ANCHORS E0R SPACING � yew L Z q O� q• F Z Qa 01^ N Rim �ao<g8 Q U Z O f SZ�S� Qeafk' J S • • o I DETAILS o o • • • • • PRODUCT REVISED SIDELITE L N3 • • • • • • • • as complying with the Florid* $ • I•• • • • • BoiWby Code 111f 1111 //7j i • •� •y s • • • NoA-No. 16-0617.03 �I �i • • • • •� • • • • • Gpimuon wt.01104/2023 .�....8e — - By ontro _ 582 .° °••,•• •• M2 •• ••• •• • V� • • • • • •(y`: drawi� ng no. • • OF • • SLIDWPIE ANONORs • • � W17-59 EDGE -6T• • • 5!• ELPVS. • • • • u.;L G t s! .! i ��'•. O OP,: r\�� • • • • &OR SPACMn• • • • = • ' �ir� 5�•...• • (yir9 • • • • • • . �// ®I1I�L Ittl � lffthe�to/ i � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • {10 EMS OR TERS O AT 6' FROM ENDS 1/4- MAIL AND 12. O.C. MAX. SHIM - . 23' E72 M2 E6 TYPICAL ANCHORS „ 4' SEE ELEV.lFOR SPACING 1 . (CARBON OPTIMAL REINFORCING SEE SHEET 4 FOR CAPACITY unl (CARBON SEEL TO BE PAINED OR PLATED) - WIV 0OZ1[6]il U E1 M2 E6 Z Fib Alt 0 �' o i n gL H ail � --- m 2mgggg 0 122 M72 26 M27 Ell � W M � DOOR LEAF WIDTH m DOOR FRAME WIDTH - J z_ ORma SEE SHEET FOR CAPACrrY = x (CARBON MR TO 6E PAINT-M OR PLATED) � E12 24 M2 E6 j Q � h � Z3--� EXTERIOR DOOR FRAME_WIOh! .. � EIDELITE FRAME MOTH IC • • • • • • • • • riT • PRODUCT REVISED • • • • • • • • as come p nwith the Florida 111111 I I I /I/I' • • • • • • • • • • • gulldlnp ode • • • • • • • • • • • • • • • • • NOA-No. 16-0617.03 )� '.10 rosE "ice gg E.PirwHon Do. 01/04/2023 o ` i n g r_ 6382 = o ey • • • • • • • • • • • • • • • Niami-0a roduct Control _ LUG_ B K q . • • • • • • • 7 OF (to drawing no. • • •• • :• SIDEiITEiDETAILS :_� 2 L`,./ ,/t5;� .. �� W17-59' • • • • • • / r/�{VAL.1j1`� sheet 9 of 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Tl'EM ✓r PART / RRQD. DRSCIiIPTTOK MATERIAL MANP./SUPPTDTR/REMARKS El ES-E300-001 ES-0300-002 3 FRAME HEAD/JAMB 6063-T6 - E2 1 FRAME SLL (STD.) 8063-TS - E3 ES-10.300-003 1 FRAME SILL (ADA) 6D83-T8 - E4 ES-EL300-004 2/ LEAF TOP ANO BOTT04 RAd 6083-76 ES ES-E1300-005 1/ LEAF HI-WSE BO E RAl 6063-T6 - E6 ES-EL300-006 1/ LEAF JAMB STILE 6063--T6 - E9 ES-EL300-009 1 ASTRAGAL S71LE (ACENE) 6063-T6 - EID ES-E1300-010 1 1 --_ ASTRAGAL STILE (INAC7W) 6083-T6 - E11 ES-E1300-011 - ADA SILL W'STR IP ADAPTER 8063-TES - E12 ES-EL300-012 1 FRAME COVER 6063-TS 6083-TS - C13 ES-F1300-013 4/ LEAF GLASS STOP (LAM. CLASS) - E14 ES-EL300-014 4/ LEAF GLASS STOP (LAM. GLASS) 6063-T5 - E15 _ ES-EL300-015 4/ LEAF LASS STOP (NSUL LAM. GLASS) 6063-T5 - E18 ES-EL300-018 AS REDO. SNAP N FILLER 6063-T6 - E17 ES-EL30D-017 IS REDD. AS REOD. EXTERIOR TRIM FRAME COVER 6083-TO - - E18 ES-EL300-018 6063-T5 E19 ES-EL300-019 1 GOER STD. SILL 5063-T6 8083-T6 - E20 ES-6011 I COVER ADA SILL - - E21 ACC-PL-020 1 BACK UP PLATE 6063-TES 41 ES-5008A AS REDC. GLAZING CASKET SILICONE DUROMETER 65_5 SNORE A M2 ES-P25'�.1'SA ES-45T-GOO AS REDO. AS REOD EXTERIOR LEA= GASKET SILICONE DUROMETER 7013 SHORE A M3 ADS SILL GASKET EPDM BUROMETER 7035 SHORE A M4 ES-21-304A 2/ LITE SETTING BLOCKS AT 1/4 POINTS SKXONE POLYPROPYLENE DUROMETER 8035 SHORE A M5 W23221 NC AS REOD. _ _ PRE WS718PPNC --•— M6 W23221NK AS REOD. PILE WSTRIPPING POLYPROPYLENE - M7 W23381 NN AS REDO. PILE WSTRPPNG POLYPROPYLENE - M8 - AS REDO. MULLION RENF. CHANNEL (UNG-H - MULL HT. - 107 A36 STEEL - M12 - 4/ LEA` HINGE ASSEMBLY - HAGER M22 112-24 X 1/2' - HINGE FASTENERS ST/ST FN SMS M23 /8 X 1/2" - - W STRIP ADAPTER FASTENERS FOX PANEL FASTENERS, AT 6" FROM ENDS & 12' O.C. ST/ST PH 96 PH SMS - - M24 /10 X 3/4- ST/ST M25 J12 % 1-3/4' - FRAME ASSEMBLY FASTENERS ST/ST PH SAS M26 3/8-16 X 2" - "/PANEL ASSEMBLY FASENERS ST/ST HEX GIP FULL THWAD 18-8 M27 - - 3/3' WASHER ST/ST HEX GIP FULL THREAD 18-8 M29 010 X 1-3/4" AS REDO. HEAD ASSEMBLY FASTENERS -/ST PH SMS •• ••• • •• •• ••• • • • • •• • • • • • • •• ••• • • • •• . . .. . .. .. .. ... . . .. ... . . . . . .. . . . . . Z Z,n G. y LOCKS: Q f A('fTIF I i1F: SURFACE MOUNT 3 POINT MOROSE � 6 4 6` 0 LOCK SYSTEM BY INTERLOCK USA' I1Wv .t C KEY OFEKATED ON EXTERIOR AND THUMB TURN ON INTERIOR ' 1: C LL 0 ry? N m LEVER TYPE RANDLE AT 4FROMO BMIN.AT u ACTIVATES SHOOT BOLTS ENGAGING HEAD AND SILL TH 02 (2)) f IOFASTENEDX13/4" FH SAPS 0 a O C 0 �¢ IN FAH: SURFACE MCUNT 2 POINT LOCK SYSTEM Ir N y ^ Q r3t BY 'INTERLOCK USA' LEVER TYPE HANDLE AT 43-5/8- FROM BOTTOM ACTIVATES SHOOT BOLTS ENGAGING 3/4" MIN. AT HEAD AND SILL FAFTNED WITH (2) 110 X 3/4" FH SMS HINGES: 4-1/2" LONG FLJSH MOUNT STEE_ BUTT HINGES BY 'HALER' `� 3 FASTENED WITH 12-24 X 1/2- FH MACHINE SCREWS o `6 FOUR PER HASP(LEAF), o ^ 1_j TOP AND BOTTOM HINGES AT 7-7/8- FROM EACH END R (1) HINGE REDD. AT MIDSPAN FOR 82' HIGH. DOORS WFTH ? STANDARD THRESHOLD ONLY. U ALL OTHER DOORS TO HAVE INTERMEDATE HINGES AT 26-3/8- O.C. MAX. a W _$EAL.`f l.1St^� . 3var ALL FRAME AND LEAF JOINTS AND SEAMS SEALED p a n o WITH DOW CORNING 791 SILICONE. Z u 3j , 3 r n N N In w n Z PRODUCT REVISED as complying with the Florida Baliding Cod• Non -No. 16-06517.03 Bxplmtlon Dab 1/04/2023 M �/ dmwm0 a no. W17-59 [-4.OX------- - T—F I �1.73U� 3.625 �mL(V l 1..070 II 2.I16 0� TYP. ! 500 492.085 2 .2 T,,�231 :R3 ..23.825 OZ� ApyxQy� q—j_ 5.29E C E1 FRAME HEAD/JAMB E9 ASTRAGAL STILE (ACTIVE) EI3 E'! E15 GLASS STOP (LAM. GLASS) GLASS STOP (INSUL LAM. GLASS) C I k uut� I Q' 33s o 1.av 480 p a c o s I 0 'a .120 070 1.50C E4 TOP AND BOTTOM RAIL 5'�6 .080 tat9 TYP. a ?4 6 1.4150 147YP. .458 3.985-f 2.060� -07D TYP. JJLLJJJJ��((((UUUUJJJJ 1.490E1.714O � I I_� F--3,625—�i E2 FRAME SILL (STD.) o80 E,0 ASTRAGAL STILE (INACTIVE) -a+.729 .080 1.173 TYP. 8.000 -- � 1—.303 .950 ,r i 500 .250= F•� 3.979 � 7.125 { E16 SNA' IN FILLER .125 2,225 J VM z 3 a h j OO M h E3 FRAME Sll_ (ADA) t—�1 7�� ua MULLION REINF. CHANNEL •R —{ t.226 J2a f. 10 a1 rEs HI -RISE BOTTOM RAJL F�4.500 �{ O80 I E77 ADA W STRIP ADAPTER I �' c o g n i , 0 lu z II I V•�3.625-i W F-1.696 r-i Et2 FRAME COVER E6 JAMB STILE PRODUCT REVISED • • . • • • • • • • • i as ccmp)ying wltN the Florida • • • • • f • • • Building Coda die • • • • • • • • i • • NOA-No. 16-0617.03 `\` tilu urri7j • • • • • • • • • eavl.aeee Dace 1104/2023/ •s ••• •• •• • • •••'�� BY �^3.IB2� MlamProductContro _ 2 '� ' _o o o �!7 .289 71, rr•� .040 r 303 f^-1.706� •• .0: J • • • • �i:L 2 i :! OF'•!(/�: i . . . • . . =' "•.•• Olt., f • • w i S • drewinge no. w17-59 Ete FRAME COVER E,s COVER STD. SILL 220 COVER ADA SILL E17 • • • E41OR TRIMS • • • • • • • ''7S� AL%%%, sheet 11 of 12 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • DOOR/SIDELRE FRAME BOTTOM CORNER DOOR LEAr CORNFR SIDELITE PANEL CORNER I • • • G ODUCT REVISED as compizIng with the Florida Eoilding Code NOA-No. ir.0617.03 • • • • • • • • c • • eEapr•tyn Date 0110412023 • • • • • • , • .._.y 2 r E • • • • • • • • Mhl a uct ontra/ • • •• • •• •• • Or • • • • • • • • • • ••• • i 006 00 •• 0 9 (AU Z mm of =� A S •• Ogg I ppf HOC 089P 0 8ah OQ pd •NO D Q WMF'j g '• � drawing W17-59 MIA DUDE 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.miamid9de.20v/econ0my ES Windows, LLC 3550 NW 49'b Street Miami, FL 33142 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami-Dade:Cotuit+� Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County reserle tlta tight to have this product or material tested for quality assurance purposes. If this proNviN material fails to perform in the accepted manner, the manufacturer will incur the expense of such te4jp&and the. AH4 may immediately revoke, modify, or suspend the use of such product or material within't ge jhrisdictbh:'RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade CQVVla/• Product Coatrol Section that this product or material fails to meet the requirements of the applicable buifdiag code This product is approved as described herein, and has been designed to comply w#t;}t•the*Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "EL400" Aluminum Sliding Glass Door -L.M.I. :00 Goo APPROVAL DOCUMENT: Drawing No. W16-73, titled "ES-EL400 Alum. Sliding Glass Dooi+(x.AQS.)", sheets I through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Baranquilla, Columbia, S.A., series, and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 16-0617.02 MlAMFDADE COUNTY Expiration Date: July 20, 2022 lei 1 11 Approval Date: July 20, 2017 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W16-73, titled "ES-EL400 Alum.Sliding Glass Door (L.M.I.)", sheets 1 through 23 of 23, dated 11/28/16, with revision A dated 07/12/17, prepared by A]- 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 par FBC, TAS' M*N 3) Water Resistance Test, per FBC, TAS 202-94 • • ; •; • 4) Forced Entry Test, per FBC, and TAS 202-94 6) Large Missile Impact Test per FBC, TAS 201 7) Cyclic Wind Pressure Loading per FBC, TAS Z0*3; 94 ; • • • • along with marked -up drawings and installation diagram of an alwnipum sliding glass door, prepared by Blackwater Testing, Inc., Test Report No. BT•036W-17-000? dated 06/15/17, signed and sealed by Constantin Bortes, P.E. with Let:&& jf Vlarifica00n issued on 07/13/17, signed and sealed by Constantin Bortes, P.O :...:. C. CALCULATIONS • • • • 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014) and FBC-6th Edition (2017), dated 06/20/17 and revised on 07/13/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifoi® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glass® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Co. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Co. (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 11/11/18. Jorge M. Plasencia, P.E. Pro uet Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-1 •••••• .0000 .. .. . . . 0 0 0 0 . ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5" Edition (2014) and FBC-61' Edition (2017) dated 07/12/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of no financial interest, dated 07/12/17, issued by Al=Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 3. Distributor Agreement, signed by Carlos Garcia and by Evelyn Daes. 4. Laboratory compliance statement for Test Report No. BT-ESW-17-009, issued by Blackwater Testing, Inc., dated 06/15/17, signed and sealed bypen�nis Duf 7,Ttbb. 5. Proposal No. 16-1478 issued by the Product Control Section, datt,d 1!/17/lf..%jgged by Ishaq Chanda, P.E. •oo* 0.0.: Jorge M. Plasencia, P.E. ProgOct Control Unit Supervisor NOA No. 16-0617.02 Expiration Date: July 20, 2022 Approval Date: July 20, 2017 E-2 9696V DAYLITE OPENING WIDTH: PANEL WIDTH - 5.688' DAYLTTE OPENING HEIGHT: PANEL HEIGHT - 5.813' PANEL HEIGHT = DOOR FRAME HEIGHT - 1.250" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. SERIES ES-EL400 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORMA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1EY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTA�FD ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS STALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUS INSTRUc-..ONS. 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 NIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO SEEL/METAL SCREWS, THAT COME INTO CONTA= WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFlC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, MID TO BE REVIEWED BY 3URDING OFFICIAL POCKET JAMB ANCHORS 15' MAX 6' HEAD TYP. HEAD ANCHORS AT IIRIIRLOCK ENDS 6' MAX 3• CLUSTER OF 4 OR 6 HEAD rP k SEE SHEET 6 CORNERS FOR QUANTITY & CAPACITY — J 2 TRACK � N FRAME HEAD 11 2 TRICK FRAME JAMB Z �• _2 h F W QF Lii s S o�H�+ tloWa p La 0 4ba agPie Q�af 2 TRACK ° FRAME SILL 6'gMLLAX. SILL ANCHORS `u ° k' CORNERS 15' MAX. 6' AT INTETTLOOFCK CLUSTER 4 ENDS SILL TYP. ! 2617 U.- TYPICAL ELEVATION •• ••• • • •Tiii�sTRucrioNs: px.USE CHARTS AS FOUDWS • • •• • • • • • I11 I11 Il N __o `II • • • • • • • �� $7Ep 1 DETERMINE DESIGN WIND LOAD REQURE0IIENT BA9�D • • • • • • •-•• 4 ON WM VELOCITY, BIDG HEIGHT,.mRD ZONE• • • • • �RI�U�� USNG APPUGBLE ASCE 7 STANDARD. APPROVED as c°mpl Wth th• Florida c STEP 2 DETERMNE DOOR CAPACITY FROM TABLE ON SHEET 5 FOR THE RENFORCNG OPTION USED. Building LbQe NOA-No. •16-06'17.02 _ - - =_ {! : * : �• �• STEP 3 USING CHARTS ON SHEET 6 SELZL? A.ZH1tiMomlON • IDA7 • • • • • wpprMlbaN !71'20R017 •�= •'•• WDH DESIGN RATING MORE TAN DESIGN SPECIFRD • • • • • 6y •' TE OF Ij!` '•• 2° drawing no. IN SFEP 1 ABOVE AI•m on ' �� STE• AND LOWEST UENCRE • • iQ�AL ` SfWl APPLY TOTHE STI�� 000 • • • Fl`' ghee ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POCKET JAMB ANCHORS 15' MAX _ e• HEAD .ANCHORS HEM TYP. AT INTERLOCK/ASTRAGAL ENDS 6• MAX.o Y CLUSTER OF 4 CR 8 HEAD -•j '2 z AppL, SEE 5-IEE- e CORNERS I - PNR OUANtIT7 & CAPACf1Y 2 TRACK FRAME HEAC 6' .• TTP. ITT 2 TRACK FRAME JAME 2 TRACK FRAME SILL 17 MAXANCHORSILLn U CORNERS 15' MAX. AT INTERLOCK/ASfRACAL ENDS CLUSTER OF 4 SRL TYR •• ••• • • • • • •s TYPICAL ELEVATION • • • • • • • • • • •• • • • • ••• • ox—xo • • • • • • • • • • • • • • . • a ftdbUt? APPROVED as complyln wilh th• Florlds Bu1lAing Code HO•-No. 16-0617.02 • • • • • • • • • Appr"l4p■lY 2Di/ 0n017 . .By • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �%mV z n 0 yo Qd S& 0s N O 0 1�u M OZT $$ 000Oa dk mz z LLgq�� zof a �1 8 m O VI v cJ J W S 0= 0= 0 � N7 elD a Z a: 2E w o - R I tnm� WM2w ......... e o i 7 n k OF rlrow'n no. W16-73 POCKET JAMB ANCHORS HEAD ANCHORS 15' MAX �� AT INTERLOCK/ASTRAGAL ENDS HUD TYP. CLUST'-T. OF 4 OR 8 3' SEE SHEEP B ADDL.- FOR QUANTITY h CAPACrY 8' n PAIR DOOR FRAME WIDTH A C I n n— n n II n I It u u n C g - II II I II n u II II II II u n tr- v I• 6 FALSE MUNTIN PD, OPTIONAL 42 1/2' D.L OPC. D.L OP.. 48 3/18' 48 3/15' PANEL wI7TH U� u z I� 3 Q t R o 3 TRACK FRAME HEAD i G WN � c HOC i�i V OWN Coors, g Osoo N VIE LLz0_ 802 Q w m S XX e 2 3/8' �v MIN. I H U mw z Jw _ u a D_ � a 00a 'g O n 6 Z 3z�m W 3 TRACK vs Li M 7< FRAME JAMB 1 �, • —7'. 1 ! ! ' ! 3 TRACK AME SILL I ng e' MAX L SILL ANCHORSSILL r 15' MAX. �-AT INTERLOCK/ASTRAGAL ENDS CORNERS SILL TYP. CLUSTER OF 4 _1 )(NAL ON ELEVATION • • • • • • • • • - OXX-XXO • • • • • • • • • • • ``�11111I ff 11//j/ .;.. PRODUCT APPROVED ■s compl�Iny with tA■ Floritl■ - su NOA-No. 16-0617.02 z� • •<!/`� • • • • • . • • • • s • •. 1E OF ' oRlo�.: [��'; '��'� drawing no. W16-73 • • • i • i • • 1�rD■m ■ /DIIVVALL E��•� • • • Alf n11 ` sneer or z2 ••• • s • • ••• • • • • • • • • • • • • • •• •• • • • •• •• CORNERS 15' MAX. 6' HEAD ANCHORS HEAD- AT INTERLOCK/ASTRAGAL ENDS 3' CLUSTER OF 4 OR 6 m AD R SEE SHEET 6 a PaR FOR SHEET CAJANTTTY k CAPACITY TYP. "- - DOOR FRAME YADTH A C 1 I. - u"- n- N u n u u_ ' n u aF___ mod II II u n j n n u n II II � I 5 �g U B I D1 POCKET JAMB ANCHORS 42 1/2' 42 1/2' D.L OPG. D.L OPG. 46 3/16' 48 J/I6' PANEL WIDTH PANL7 WIOI:-I � I l CORNERS u SKI. ANCHORS � � 15' M4X. 6' -AT INTERLOCK/hSTRAGAL ENDS SILL 7YP. CLUSTER CF 4 • •T�PI 1� TION • • • • • • oxxr—xwcv • • • • • • • • • • •• • • • • ••• • • • • • •• ••• •• *.6 • • • • •• •• ••• • ••• ••• ••• • • • • • • • • • • • 00 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • �v C Z n 3 0 tt n a 4 TRACK FRAME HEAD f a S E u J O ry n �ti �up o ^� Dao 0.0 c Q 4 Fy LL 0 Z v O „ I MIN. N R 1 ��O0II U J W o u? O n n N Y h - 1 0LT- 4 3z�n 4 TRACK O R FRAME JAMB rn tal rN'7 . t.TRACK FRAME SILL PRODUCT APPROVED to iQ s can 1y1ng with the Florida ? Building Cali _ N NOA-No. 16-0617.02 Approval Date 07/20/2017 By _� Q '•, TE OF lye drawing no. .• omor;a W16-73 Ala • roue on ;i�ss� •. \` AL DESIGN LOAD CAPACITY - PSF AVERAtE, ACHES COOK RWIE - IN, LRIA K A AsmCAL STILE. wrrHOUT REDAF. INTERIACK k ASTRAGAL SHIES WITH REM. EXT.(+) INT.(-) EXT.(+) [MT.(-) 30 82 80.0 60.0 80.0 80.0 80.0 38 50.0 1 60.0 80.0 42 6o.0 60 0 80.0 80.0 00.0 80.0 78.8 -' 4 4 50.1 50.1 78.5 34 60 52.5 52.3 70.0 70.0 - - 47.3 47.3 30 36 42 47-1/484 60.0 60.0 80.0 80.0 60.0 60.0 80.0 80.0 60.0 40.0 8.0F -60.0 60.0 80.048 59J 59.1 52.5 78.854 52.3 70,,06o 47.3 - - 30 36 42 47-1/4 48 54 90 60.0 60.0 80.0 80.0 B0.0 60.0 80.0 80.0 80.0 60.0 60.0 80.0 60.0 59.1 40.0 60A 80.0 59.1 78.8 52.5 78.8 - - 52.5 30 36 42 47-1/4 48 96 EGO 60.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 60.0 80.0 80A 60.0 80.0 BO.Drw.o 59.1 3C 3E 42 47-1/4 4E 102 - 60.0 60.0 - - 00.0 - WA 50.0 59.1 - 59.1 30 36 42 47-1/4 108 _- - 60.0 60.0 - 60.0 Soo 60.0 _ _ 80.0 - 60.0 BO.D c, v) AX•R_Acs 2azEL&CRS W/O R801F. T/0 RmF. 017H RtiNF. AVERAGE PANEL WIDTH . OOCR FRAME WIDTH NUMBER OF PANELS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIRDAENTS PER FBC AS REQUIRED. £-3/16' HEAT STREN'D. GLASS 1 090' InteHoyer TrwBol PVe By 'Kurorm oy Americo, Inc.' OR 090' Interloyer Sent-fG9w 8y 'Kumroy America, Inc.' OR I .o 090' Il,.r CMAn Sotkx kcr a Color Glean Footman Chemical Co.' I 0 075' InteHayer SaOea CP With PET Core By 'Ewtman Chemical Co.' r 3/1V HEAT STREMJ. GLASS 7 16' OVERALL LAM. CLASS NOTE: FOR SENTRYGIAS INTERLAYER 11MIT MAX. D.L.O. AREA TO 25.7 SO. FT. GLAZING QPTIONS NOTE: GLASS CAPACITIES ON TH!S SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • I,ND• "RIQA P�U ILDIy G C MMISSION ,o • DECLAR6TOWY vATFt�FjJT C7 15--D LL�219 WITH REI". •• ••• •• • • • •• SEE CHART ABOVE FOR DESIGN LOAD CAPACITY OF •DESIRED GLASS SIZE AND REINFORCING TYPES. • •SEE C� ON S�f% 5 W"HEAD ANQFIQR 6V4;fTY. •• LOWER•DESIGN MgMURES•FROM DES LOAD 4tWT • CR HOLD ANICHCR CHART WLL AQPLY V ENTIR: SYSTEM. • • •• • •• •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6' T7AP. GLASS la_ U -3/8' AIR SPACE 1-�-� m r-3/16' HEAT SfREN'0. G1A55 O n q O(KI' Intenger L"' � L I I Trwifd PVB � 6 By 'Kur.rq Nwdc4 Inc.' O O .c'.. R I .090' Int,Hgc By 'K daa p I 8y uroray Amer;ca, Inc.'OR C ti N ro .090' W.Mcyer V O ( Scf$ Clmen ear Me Color O Q 6 n p ` EwlChemical Co...'' G 1 o a 075' Interlayer N q OR IBy 'E CP , C PET Core a ¢ Z, GG•• By Ecntr•wn Chemical Co.' � z m a /15' HEAT STREWD. GLASS 12 �iI r3 Q 6 J I tII � � •U LL oZ C, GLASS T'YPE:Ll Z 3 1' OVERALL INSUL LAIR. CLASS � Z LL ^ Gi p FOR SENTRYGLAS INTERLAYER u'i LAl M �•+ AND SALEX CP INTERLAYER LIMIT MAX. D.L.O. AREA TO 25.7 SQ. FT S/8" ALR SPACE CONSISTING OF: HEUMA' LOW PROFILE .ALUMINUM SPACER BY 'LJNGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERMETER SEALANT: SILICONE DOW CORNING 791 GE 2000 PRODUCT APPROVED mcomp ngg or Ith thm Ftldm ing NO. 16-0617.02 App-1 DRte 07/20/2017 eF is Flllami-0�•m Prod. i .70512 - ATE OF d-.h M. • kl, ' oRlo►I'�G`�'W16-73 HEAD ANCHOR LOAD CAPACITY - PSF ANCHOR TYPES 'A' At '8' ANCHOR TYPE -C' 1/4- MAX SmM 3/8- MAX. SHIM 1/E' MAX. MEW 3/6' MAX. SHIN DOOR FF4A: 4 AICR089 A7 m. S= 1ND3 A ANR09S A7 m. 4f1.E vW 6 LIONS AT m. ml Ems I AFCEORS 1T m. emE I m 6 LYCEMW AT MIC. ms Dms t ANCHORS u m. Slffi [YOB 6 ANCHOR! AT m. STHi LYIIf AiRAGE PANEL MOM *KM N1IT3H w6 OCT. (4) 94T, -1 FXT. (+) INT. - EXr. W III. - EXT. (4) INT. -, EXT. (+; NIT. - EX". (+) INT. '- EXT. (+) MT. - 30 80.0 80.0 80.0 80.0 50.0 80.0 90.0 38 42 47-1/4 48 02 80.o 80.0 80.0 80.0 80.0 60.0 4 00.0 eo.o 80.0 80.0 80.0 78.3 80.0 60.0 50.0 So.O 50.0 59.6 80.0 50.0 Bodo B0.0 80.0 90.0 85.5 60.0 5011 80.0 54 00.0 78.3 80.0 50.9 80.0 72_7 50.0 60 60.0 70.5 80.0 54.8 73.1 65.4 Roan 30 36 42 47-1/4 48 54 84 8D.0 80.0 50.0 50.0 Sao 50.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 60.0 80.0 80.0 7&5 80.0 80.0 80.0 80.0 80.0 80.0 68.0 80.0 90.0 70.8 80.0 80.0 600 80.0 5&9 80.0 80.0 80.0 76.5 W.0 59.5 79.3 71A 80.0 60 80.0 68.8 80.0 53.5 71 A 63.9 80.0 30 80.0 50.0 80.0 80.0 W 0 80.0 80.0 36 80.0 80.0 80.0 80.0 90.0 80.0 I 500 42 47-1/4 48 9O 80.0 60.0 80.0 71.4 80.0 80.0 83.0 80.0 80.0 80.0 63.4 80.0 75.7 50.0 80.0 W. 80.0 62.4 90.0 74.5 87.0 54 8(1.0 71.t 80.0 55.5 74.0 66.2 80.0 30 36 80.0 50.o 80.0 50.0 80.0 BOA 80.0 DO.0 $0.0 solo 78.1 80.0 60.0 30.0 42 47-1/4 48 95 80.0 80.0 $0.0 Bo.O 68.9 W.0 79.8 _ 71.0 81.0 00.0 78.5 80.0 59.5 79.3 60.0 60.0 60.0 58.3 50.0 1 60.0 63.0 30 36 42 47-1/4 102 60.0 80.0 60.0 60.0 60.0 60.0 50.0 60D 60.0 80.0 50.0 80.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 $0.0 90.0 80.0 50.0 56.0 60.0 60.0 48 60.0 60.0 60.0 55.1 60.0 60.0 60.0 30 36 60.0 60.0 60.0 OO.0 60.0 60.0 80.0 60.0 60.0 60.0 BC.O 60.0 �----,O- SEE CHART ON SHEET 5 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCING TYPES. SEE CHART ABOVE FOR HEAD ANCHOR CAPACITY. LOWER DESIGN PRESSURES FROM DESIGN -OAD CHART OR HEAD ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. • • • • • • • • • • • • •• •• •• • • • • • .. ... .. . . . .. • • ••• ••• ••• ••• AA 0 • • • • • • • • • • • • • • • • • • • • • AA• • • • PRODUCT APPROVED - 4 P1 with th• Ftorldp Building d• NOMto. 1 &0617.02 App-w Dpt• 07/20/2017 ey Mta p • ro ue on roT %,mov Z o= Qf �R 0s`6 IL CGN^ (� 0 ?:m p dffo Q f LL zN= $ J 30H, Q wmf K 11 �1 � L .•31 WAN,'; � Q ^kl7mm drawing m Dt W 16-73 5 { �DOOR FRAME W� OX (SH01t74) XO DOOR FRAME W. [71j , 'Jim ■■'%Awr;r _' Z. �►unr 7�J TF i URAI - ►ate � I.i I a XX (SHOWN) OX-0 (SHOWN) 0—XO DOOR FRAME WIDTH E � J J i yr 4 E F o- � o- OX—XX (SHOWN) XX—XO OX—XO XX—XX APPROVED GONFlGLIRATIONS NON —POCKETED DOORS TWO 2 TRACKS lam' B • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• • • • • • • • • • •• • •• •• •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z •n � 0r O G�� o A 0LOo� 0Otg JoJ Q W LL F tM NOTE: Q M E F 1. CCNRGURATIOAS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FCR APPLICABLE DESIGN PRESSURES SE° SHEET 5. _ 3. FCR ANCHOR DOAILS SEE SHEETS 14 THRU 19 ^' cv I V'1 N o�n�l o�r,tli 3z'�21 PRODUCT APPROVED as comP1zV with the Florida '=Bu ,d,% Cod. .. 16-0617.02 Approval Data 07120/2017 1-- • �-- 0 o� o� I 0 0_ \`tt�11111/J/JJ � i Y; ' VOEN,4E� u i TATE OF ..aor.�i�', ` I W 16-73 I 1 a< F '. i FO N gg 4- 4- b o- 1LA I U 18D PXX-XX (SHOWN) XX-XXP DOOR FRAME MOTH 1 I K ii f J i. FD y E I I 1 I 40 PXX-XO (SHOWN) OX-XXP DOOR FRAME WIDTH i I 1 F� o- o- -0 o- I I I Cj I x I PXX-XX (SHOWN) XX-XXP PXX-XXP APPROVED CONFIGURATIONS POCKETED DOORS TWO (2) TRACKS DOOR FRAME WIDTH I 1 1 Pxx •• ••• • ••• ••• ••• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ..� a u i 1[ I - _ � 3 I T------ - ` ZQ �' a I 1 � F• h d utj n l a K o- ii QCL i� a iOK- D oD`6 c I x V I I a Ncl $ � ao - - FOR EXTERIOR Q O y Uo n __- (i p ni vl PX XP (sHDWN) O L o g I_ DOOR FRAME WIDTH 0 N N F, i _ _ (SHOWN) Z N - J V Q Zw 0 � I a g NOTE: I. CONFIGURATIONS SHCWN FOR ILLUSTRATION PURPOSES ONLY. y n 2. FOR APPLICABLE DESIGN PRESSURES SEE SHEET 5. 1 J 3. FOR ANCHCR DETAILS SEE SHEETS 14 THRU 19. z J w -H = Z 2—mi'm— Kin'I rum- j 0 PRODUCT APPROVED s complyln� with the Pierlda - BuXdI.q Cods I_ NOA-No. 1"617.02 1t jr_ a Approval Data 07l2=017 OF :•(yam. drove ng no. By MlamP� Procuct Conmi ��srr NAi_ wl� sheet 8 of 93 �N'"tn 0 m "1 o �m <Z _m y vi $ W t= M I t- T (F}-j(-- o- o- OXX (SHOWN) XXO DOOR FRAME WIDTH I XXX (SHOWN) / G F P o- 41 OXX—XXX (SHDNN) XXX—XXO OXx—xxo XXX—XXX NOTE: ��•1/ I� 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. .Ic 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z -.I p3 REOIAREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. tiu Q f d a Co d , c a>" WW 0t dg�< Q Z. LLz�= aWmfk' 2 i R c� J o 3 pin Z 3 2 vi W W n 3 — i (TIT M _ • • • • • ♦ • • •• •• ••• •f ♦ f • • "ZR&ED:Oubgl ulmi• • • • N•N—POCKETED RS f• • • • • f[�,(,� • • THREE (3) TRACKS • ••ff• • • • ••f•• 2 aid wnr u o � `\\\11111111/// --nn VOENS6 -•_ o i ae PRODUCT APPROVED s �omp=ylrg -Ith the FI—Ida Bulldin9 Code NOA-No. 16.0617.02 0712012/17 — .•'. 3 Approval Detn �� AtE OF !r/r= ' ((/ / drawing no. By en=.m roar �� W16-73 S I DOOR FRAME W1D-.H .� i I F F i• o H I I I =� G O• 6 I X$ PXXX (SHOWN) XXXP I 1 IgZ I I I r DOOR FRAME WID11H NOTE 4 V "� 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. aT• I� 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS g REQUIR=MENfS SEE SHEET 5. Y m 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. gng H n 8 — 0 . M A 9 OG��LL eo a O� c 0 CC as S 0 tE; MEN 1111111111M. �• l�� _� a~fiZl �1� dal,,,.' _ I• I 1 R % FCE o- 4- I WF4 I 1 I j OF 1 ao I PXXX-XXO (SHOWN) OXX-XXXP la 1 pp<< 22 I I L-___ PXXX-XXX (SHOWN) XXX-XXXP PXXX-XXXP a I Ic a.6i j b �= `r� =x •• ••• • • • • • •• • •• • • • • ••• • •• ••• • ••• ••• ••• Q K D D0C7RS • • • 4REE fT) TRXKS • • • • • • ti2•�� j�•oF�C Q3o�f� o: Pi 0 vH x U U �G y Jw 0 (nN�n 0, i J¢ C3 n S Z 3 \\\\AH ••- `� "•./'' PRODUCT APPROVED .s Co. 1y.g with tA. Florid. / ` 70M I `f Building Cod. . NOA-.Ho. 16-0617.02 1\ Aooro..t oa. 07120/2017 \9•' 7E OF.[y/ Ml.mi . roue o'Tro�- •' OR�O�'•��vy�`�%� drawing no. w1 6-73 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOO9 FRAME N9� E % G o- OXXX (SHOWN) xxxo DOOR £BANE WIDTH I S C XXXX (SHOWN) I F F F XXXX—XXXO (SHOWN) oxxx—xxxx oxxx—xxxo NOTE �v 1. CONFIGURATIONS SHCWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Z r 0 p _ REQUIREMENTS SEE SHEET 5. z 3. FOR ANCHOR DETAILS SEE SHEETS 14 THRU 19. 2 Z n qC) W lV In O I- 10Gv'1ti $>» i0`oo8 1z a00J R Q W 7 LL 6 o :L ZOpf@ m QWME s •• ••• • • • • • •• *'a • • • • • • • • • • PRODUCT APPROVED as complying with the Florida Building Cods •• ••• 0 ••• ••• ••• NOA-No. 16-0617.02 • • • A P P RQVED•r�F'�� _-+�' •, ,,•� j Approval Date 07120/2017 • • * NC,Wf�OCKE�EO :I DODGS • • • • • • BY • AUR (4f'2ACIS • • Mlam aFrod-1 Go, rod— ••• • • • • ••• • • • • • • •• • •• • • • • • • • • •• • •• :�•' Pp AN, k�2 L rawing no. oaa?; ` W16-73 'c4a. '••... DOOR FRAME WIDTH 1 I I K u- I o� 1 I I r UYU I aC PXXXX (SHOWN; XXXXp I�1 I4 Ir� Ig I I U :h DOOR FRAME WIDTH _J I I a I I �N I I I U� PXXXX—XXXO ;SHOWN) OXXX—XXXXP NOTE: 1. CONFlGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICAELE DESIGN PRESSURES AND REINFORCEMENTS REOUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS '4 THRU 19. •• ••• • • • • • •• PRODUCT APPROVED as c—pit wHh M. Florid. 70M Buiidl.g Cod. / HOA-No. 1"617.02 jr • •A� • RATS • Approval Date 0712O/2017�NtIGUOF • • F0�) tACK$ • • / ��`�ildA�1�1-N� el _ I I Y >S' drowmg M. W16-73 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I K I I F /cr yxG� d� NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 14 TFRU 19. t_a1j� 'I M PXXXX—XXXX (SHOWN) XXXX—XXXXP PXXXX—XXXXP • • • • • • • . • • • • • •• • • • • ••• • PRODUCT APPROVED as comp= �g with the Florida BUIlding tle NOA-No. 16-0617.02 •• ••• . • • ••• ••• ••• . wPPro.al Gat. 07n0n017 •• • • • • FO P. RACKS • • mla P . uc on • j : ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 70M ! i7 TYPICAL ANCHORS SEE ELEV. FOR SPACING =1^e H z EDGE DbT: 1 IS / -WOOD BLCK M1N: / E1 _ 14 1 FOOA,MS 4 3 KSPM N.'. ;.{I EOGL UST. _I POURED a HARDENED HIGH STRENGTH GROUT �•: NON -SANK. NON-METALLIC fc - 5W PSI MIN. / HOT OY ES NUN. MUST TRANSFER SEAR LOADS TO STRUCTURE JTYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE OLEV 3m 4 VW N usi _ FOR SPACING EDGE DIST. 1 13/I6^ CONCRETE 3 KSI MIN. Lam1 6 Et MS E1B r.. }� U E8 j I j 1 I I I M13 uIN, 1' 13/i8^ PRODUCT APPROVED • N„ s comp)7ing with the Florida Building Code D& • • • • • 000 • • • NO1tiNo. 16-0617.02 • • • • • • • • • • • • • approval'at, 07l20/2017 .. • • • TSYF� ____ • : /ANCHIIR� : • : • MMm on throf FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . 7059'1 (r�r s a s ATE OF drawing no. W16-73 TYPICAL ANCHORS: SEE ELEV. FOR SPACING — AT HEAD • — — — — 7 TYPE W- 1/4' DLk ULTRACON BY ' LCO' (Fu-177 KSI. F,156 KSI INTO WOOD STRUCTURES 2" M:N. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. THRU 213Y BUCKS INTO CONCRETE 1-1/2- MIN. EMBED INTO CONCRETE, 1-1/2' MIN. EDGE DIST. TYPE 'B'- 1/4" DiA. Lx TRArON BY 'ELCO' (F-177 M, ry-lx KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED INTO CONCRETE, 1-1/2" MIN. EDGE DIST. TYPE 'C'- 1/4" DLA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DARE COU11TY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-TS MIN.) STEEL: 1/8" THK. MIN. (Fy a 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — AT SR I. TYPE 'B'- �4�L, ULIWON�'ELCO' (Fu-177 K51. Fy-156 KSI) I DIRECTL`! INTO CONCRETE 1-3/4" MIN. EMBED INTO CONCRETE — — — — — AT 7A.�SDS TYPE 'A'- 1/4' DIA. U_TRACON BY 'ELCO' (F-177 KSI. FY-IM KSI) INTO WOOD STRUCTURES 2' MIN. PENETRATON INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 1-1/2" MIN. EMBED INTO FILLED BLOCKS TYPE 'B'- 1/4" CIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 2" M'N. EMBED INTO CONCRETE 2" MIN. EMBED INTO GROUT FILLED BLOCKS TYPE 'C'- 1/4' DLA TEKS OR SELF DRR)JNG SCREWS (GRADE 5 CRS) INTO M,AMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTJRES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) _ — (S-EEL N CONTACT WITH ALUMINUM TO BE PLATED OR PAINF7i ) ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 2-1/2' MIN. (UNLESS SPECIFIED OTHERWISE) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Fe - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. FOR SPACING UETAL r STRUCTURES EDGE DIST. 1 13/w 11/8" THK. i MIN. � U N � 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING MMI; n�E COUNTY APPR'D MULLICN 113Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ES. WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • • • *ADD :RAjSFF�¢%Fk:TO.*T}i eLRLDING STRUCTURE. • •• • • • • ••• • •• ••• •• • • • •• PRODUCT APPROVED eom with the fbrM. • • • • • • • • • 17 �e416-0617.02 -, • • • • • • Apl—m oil. 07120/2017 • • •• • •• sy• • • • • • • • NI ro ue Control ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FOR SPACING �v mQg n R N of �R �90 0 UN jiR J vo��C 7� r i - drawing no. .� W16-73 O U REINF, AS REOD. �/ PANEL WIDTI SEE SHEETS FOR CAPACRY p METAL rSTRUCTURE NIS Y1! E26 M18 E10 D.L. OPG. E13 E26 I TYPICAL. ANCHORS. SEE ELEV. FOR SPACING- - ... _-. TYPICAL ANC -TORS SEE _ ELEV. FOR SPACPAC ING 00 / Lyj REINF. AS REOD. E7 E19 SEE SHD=i 5 EXTERIOR \�JJ FOR CAPACITY E6 PANEL WIDTH IBY OR 28Y 1 /2� MAX. WOOD BUCKS MAX DOOR FRAME WIDTH _ 3/8- MAX. LOAD BEARING LOAD BEARING SHIMS TYPICAL FOF J S 1 MSw •E12•6W' WE WELT • • • • • \J FOR bkPAWTy • • • • • •• • • • • ••• • • • • • • • • • • • • • PRODUCT APPROVED "eompl77Iniwith ttm Florida Deild'm9 Ce0 NOA-No. 16-0617.02 App-i Dab 07/20/2017 • • • • • • • • • • • • • • • • • • • • • • Mum ro uc • • •• • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 70682 SE OF IRLO�i\Y Vi1 6-73 HOOK STRIP ANCHORS SEE E£5. FOR SPACING 2. G POCKETED JAMB OPTION POCKET CAVITY NOT BY E.S. WINDOWS NOT PART OF THIS NCA TO BE REVIEWED BY AHJ O •• ••• • • • • • •• • •• • • • • ••• • HOOK ANCHORS: SEE ELEV. FOR SPACING 1/4" CIA ULTRACON BY 'ELCO' (F-177 KSI, Fy-ua KSI) DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4- MIN. EMBED INTO CONCRETE 2-1/4- MIN. EMBED INTO GROUT FILLED BLOCKS 414 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD 414 SMS OR SELF DRILLING IN SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL 1/8' THK. MIN. (Fy - 36 KSI M;N.) (STEEL IN CONTACT WITH ALUM.N11M TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO MFTAI. STRUCTURE = 3/4- M;N. PRODUCT APPROVED as wm ng with the Florida Building da NOA-No. 1 "617.02 ••• • •a• • Approval Oate 07/20/2017 • • • • Mla a ro uc on �v mm O it IS Odds a N �o� O t1•upI4 L 1 0 O Cpw O.1ba� aw�06 Jz$�R a mf �:�m— )P ATE OF (Ij�� drawing a no. s.;Romu�.vG�� W16-73 • • • • • • • • • • • • ••• • • • ••• 0 • VMD BUCK (SEE NOTE SHEET 1) EDGE DIST. EIA SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE DEIS. CONCRETE FOR SPACING = ~ � a METAL STRUCTURES � IL TYPICAL ANCHORS FOR SPACING FOR SPACING 45E� N SE zo (SEE SHEET 15) TYPICAL ANCHORS TYPICAL °NC*mo TYPICAL ANCHORSSEE SEE EL--V. SEE ELEY o�= SPACING~~— — �� K K MAX �FOR 1/2' MAX LOAD BEARING SH;MS SHIMS C, t�2-A 22 PRODUCT APPROVED It °=w °*w*w°° ^ ° ° ° °° °~° ° °°° °° ° ° ° ° ° °° °° ° °°° ° ° 18Y OR 2BY WOOD BUCK (SEE NOTE SHEET 1) \y A 17-1 ' EIB Zm N TYPIANCHORS CAL 1--SEE ELEVS. FOR SPACING WOOD TYPICAL ANCHORS SEE ELEVS. FOR SPACING JF .CCNCRETE 5'7/16•�M;N:. ' ',L)' 3 KSI MIN. 8 METAL STRLC'URES g n TI/B, THK. (SEE SHEET 15) "__ e ] 5/8 Z ro n MIN. O a H Z w a <� �U Nq CW` TYPICAL ANCHORS SEE ELM Z S In w a WEN O U N r 09 ri L 1 STYE flL ANcI KNS FOR SPACING n rj N O, D Y FOR SPACING \ Q IL 0 0 g 6 yyryu�a 3 3 �• j� MIAMI-DARE COUNTY APPR'D MULLION -_--_ II Q W Z I,6 SEE SEPARATE In 'i (SEE SHEET 15)) v o < I i .13 L7YPIGL ANCHORS] SEE ELEVS. n FOR SPACING 1O o � TYPICAL ANCHORS TYPICAL ANCHORS TYP ICAL ANCHORS TYPICAL ANCHORS � v F-SEE ElEV. SEE ELEV. SEE 0.EV. ^f ^� A FOR SPACING FOR SPACING FOR SPACING z J u i-� T/Y MAX. \1/2' MAX- 3/I' MAX.Ll dLOAD BEARINGSHIMSSHIMS QIn LiNs „ vL W x c o= • • • •EX: • • • EXT. E7(T. p t •• ••=R WY• ••• •• ``YtTIt RI III�NNN'''/' p' ` Ir • • BICR • • • • �\ ��...•" 1 I • • 000 (SfF•NOTE6HEET41) • • • fie'• 1)�NSF 'o /� e � I _ PRODUCT APPROVED n as comPI with the Florida T • E L Bu,,dR,m Cod'^^ : NOA-No. 16-0617.02 =,4 • X •• ••• • ••f ••• ••• A ralData 0712012017 �� •. .'�' • • • • • • • PP(o drawing m. i•• i • •• 4•TRICK•FRA ES Br �% A �.'•G�Z`� W16-73 • • • • • • •AYCH:OR L�IIONS• • Mlam a ro uc on o ��iA; �Q I ALtf'.�� sheet 19 of 2: • • •••fit • • • • • • • • • • ••• • • • ••• • • AS MIS M7 MB V9 MIC 1,411 M12 M15 M76 PART / REQD. DTSCRTPTRIN MATERIAL ILAINF./SUPP131iR/RSIWLYS .CS-EL400-DOI I FRAME HEAD (2 TRACK) 8063-T6 ES-EL400-201 AS REDD. FRAME HEAD (3 TRACK) 0053-TB - ES-EL400-205 AS REDD. FRAME HEAD (4 TRACK) 0083-IS _ ES-EL400-002 1 FRAME SILL (2 ]RACK) 6063-T8 - ES-EL400-202 AS REDO. AS REDO. FRAME SILL (3 TRACK) 6063-T6 - ES-EL400-206 FRAME SILL (4 TRACK) 0003-T5 - ES-EL400-003 2 AS REOD. FRAAAE JAMB (2 TRACK, SC53-TB ES -El 4CA-21S FRAME JAMB (3 TRACK: 6063-T6 - ES-EL400-207 AS REOD. FRAME JAMB (4 TRACK; 6C81-T6 - ES-EL400-004 1/ PANEL TOP RAJI ('NSUL LAM. MAW) 8C63-T6 - LS-EL400-005 1/ PANEL AS RE00 BOTTOM RAL (INSUL. LAM. GLASS) 0063-T6 - I _ ES-EL40G-006 JM1B SOLE (INSUL LAM. GLASS) 8061-TB LS-EL400-007 AS REDD. NTERLOCK STILE (INSUL LAM. GLASS) 6063-16 ES-EL400-009 1/ PANEL TOP RAIL (LAM. CLASS) 8063-1`6 _ ES-EL400-DlC 1/ PANEL BOTTOM RAIL (LAM. GLASS) 6063-T6 - ES-EL400-011 AS REOD. JAMB SRLE (LAM. GLASS) 6053-115 - ES-ELs00-D12 AS RE00. MiERLOCK 5M1 (LAM. G1A55) 8063-46 ES-EL400-01! AS REGO. ASRRAGAL STILE (TAM. GRASS) OD63-TB - ES-0-400-006 AS REGO. ASTRAGAL SF.LE (INSUL LAM. GLASS) 8063-16 ES-EL4CO -D14 AS REOD. JAMB COVER 5063-TS - ES-E14CO-015 AS REDD. POCKET JAMB 6063-1`6 - - ES-EL4CO-Ole AS REDD. SLL TRACK 6063-TG ES-EL4CO-017 AS REDD, HEAD CC ER 6063-T5 - E.S-fL4C0 -D16 AS REGO. SILL RISER 6063-T6 - ES-EL4CO-020 AS REDD. FIXED PANEL BOTTOM GUIDE 6063-TB - ES-EL400-021 AS REDO. INTERLOCK REINFORCFLFNT 6005-T5 - ES-601, AS REOD. SCREW COVER _ 6063-TB - ES-EL400-GOI 4/ PANEL GLAZING GASKET (LAM. CUSS) SIGONE DU:OMEIR 7023 SHORE A ES-EL400-002 4/ PANM GLAZING GASKET (NSUL LAM. GLASS) SIUMNE DUROMETER 70t3 SHORE A DUROMETER 6035 S40RE 3 ES2020-004 W33271HK AS REOD. NTERLOCK MAIPER PVC WOOL AS READ. PILE W'STRIPPING (INTERLOCK) - W331B1NK AS REGO. PILE WSTRIPPNC WOOL_ - 01-COI PPS AS REOD. DOHANDLE OR DE CAST ALUM TWO POINT HANDLE PS01-1015 AS REGO. STRIKE FOR MORTISE LOCK ST. STEEL - PSOI-1036 AS REDO. MORTISE 2 POUT' LOCK ST. STEEL - GT-R34/3-0'.-A 2/ PANEL ROLLER ASSE348CY ZAMAX _ 6644.1 AS REDD. BUMPER ALU /NriON - ES-E740D-FPI SL AS REDD. FIX. PANEL CLIP SF. STEEL - /e % 3/4' AS REDD. KEEPER FASTENERS ST. STEEL P.H. SMS /1C X 1-1/4' AS REDD. PANEL ASSEMBLY FASTENERS ST. STEEL P.H. SMS ,12 % 1-1/2' AS REOD. FRAME ASSEMBLY FASTENERS ST. STEEL P-H. SMS /6 X 3/8' AS REOD. FIX. PAN1 CLIP FASTENERS ST. STEEL P.H. SMS /e % 1/2' AS REDD. FIX. PAJP1 CLIP FASTENERS ST. STEEL F.H. SMS • /1D X 1/2' AS REOD. ROLLER FASTENERS ST. STEEL P.H. SMS • • • 1 #To X 1' AS REDD. LOCK INSTALLATION FASTENERS ST. STEEL FPO SAS IS X 1/2' AS REDD. HANDLE INSTALLATION FASTENERS ST. STEEL P.H. SM• • • • • LOCK: SURFACE MOUNT METALLIC HANDLE A' 44' FROM BOTTOM FASTENED TO LOCK STILE TH (2) is X 1/2- FM SMS SURFACE L40LNT METALLIC 3 PLY DUAL HOOK LOCK 44' FROM BOTTOM FASTENED TO LOCK STILE WTFH (2) #10 X 1' FH SMS SURFACE MOUNT METALLIC KEEPER AT 44' FROM BOTTOM FASTENED TO FRAME JAMBD ASTRAGAL SDLE WITH (3) AB K 3/4- PH SMS 11N • • • • I-RODUCT APPROVED as compl�44I�Lgg with the FFodd• 6uildlnBle NOA-No. 16-0617.02 +. • • • • • • • • • • • • A�1A •F Date 07/20/2017 SEMANT: 0• i• i i •y i ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • • • • • • Rlta Mc on WHITE/ALUMINUM COLORED SILICONE. • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to 11 Z • 3 C e J 0 U lV FOF t U C W 0r 3 Id 0 0 0 q*8 I N In N I Rz IL ZOf r� 4�A J L�4575 069 � 5.6867.198 070 713 ' ;S1 —L 1.151 FRAME HEAD (2 TRACK) I (E1A) FRAME HEAD (3 TRACK) I E1B FRAME HEAD (4 TRACK) .�I -.062 I 07 06z 0 0o aD ---7I�z.oo .658 T—F- 4.7827.7M ' F1 FRAME SILL (2 TRACK) ERA FRAME SILL (3 TRACK) E261 FRAME SILL (4 TRACK) I1 360 —j 1.36D -7 072 .062 3.715 1585 5.686 5.525 7.496 7.335 D62 .o7z .062 072 O ese RAME JAMB (2 TRACK) FRAME JAMB (3 TRACK) FRAME JAMB (4 TRACK) 062 74� 1.712 1.•• ••• • • • • • •• 433 • • • • • • • • • F — 2750 E�74, POCKET JAMB .. .. . .. .. .. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT APPROVED as comp)))ingg with the Florida Building Codi NOA-No. 16.0617.02 Approval Date 07/20/2017 B, , z o n F� W O 3 � m OP 0.1E, aa�;q�q <�iai W 2 V )P:•'v �sF'•• b $ y c �•' OF � [y�, draw ng a na. 16 1340 1.811 2.686 .062 I - .866I -� PANEL TOP RAIL .666 F Tom- I 2.9.93 .062 2.118 1.340 PANEL BOTTM RAIL E9 n su c� em 2.926v.�; 062 1.490 '7 0 • _1 i 2.051--- PANEL JAMB STILE �2.750- .115 79 1 .062 l� LI.622 1 INTERLOCK STILE .500 - 1 2.531 1.742 .062 SILL RISER F- I 2.6I86 -2 L PANEL TOP RAIL ISLA. LAM. GLASS) T- 2.S93 r .062 II 2.118 J 1.340 F� PANEL BOTTM RAIL (VIM. LAM. GLASS) 2.926 -- .062 }I 1.490T -7 1.34C t2A51-•d PANEL JAMB STILE -.,, L LAM. GLASS) 2.750 .115 1.3406 i ofiz F-1.622 INTERLOCK STILE 1 (Imi- LAN. GLASS) 1 ASTRAGAL STLE I ASTRAGAL STILE (LAM. GLASS) 1 S1 (INL LAM. GLAS! ,.SSTG .125 .929 =+- ) INTERLOCK STIFFENER 863 OB7 J 441 E76 FlX. PANEL BOTTOM GUIDE i 040 HEAD COVER JAMB -(7t1 167- �- f 050 512 ''jj .040 .275 =11-� TRACK INSERT SCREW COVER •f ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• .929 .052 GLAZ NG GAKET LAM. SASS ,a4o 972 .062j 7.075 MZ GLAZING GASKET s INSUL LAM. GLASS MATERIAL - SILICONE WDNE55 - 70t3 TE7:SILE STR04M - 1139 PSI ELONGATON AT BREAK - 235% lTM STRE]ICTH = 107 Lb/IN BRfRLENESS TEMPERATURE -4C F COMPRR9CN SET - 12.5X (221,0212F) • • •• • •• •• •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 0 S J N ina a ' 2E NDR �A.•J�sF'•v �I PRODUCT APPROVED as cornWl with th* Florida - - Building 07 NOA-Nm 16-0617.02 _ • J�` �q S . App-i Data 07/20/2017 • �f dnw ing no. -- 3 4a>� �Y FD- / o a I•20 LLi2E—�'� 0A�JJp Q W O E F F�MF TOP CORNER d 2 TRACK FRMIES (SHOWN) m 3 TRACK FRAMES (SIMLAR) WITH (1) ADOL FASTENER n 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS H PANEL TOP/BOTTOM CORNER LAM. GLASS RAIL k STILE (SHOWY) U U INSUL LAM. GLASS RA'L @ STILE (SIMILAR) Z � W 7pp � V+ N cn a H I ' M74 tii � O S J W ILL, PRODUCT { / l r c • •• • • • • ••• • `�1luliurrr,A �g< PRODUCT APPROVED ` V�NSF•''• b r sz as Buildin com91vd• 0 vvlth the Florida CCNa NOA-No. 16-0617.02 • • • • • • • • • • • • • • • Approval Date 07/20/2017 = — FRAME BOTTOM CORNER 2 TRACK FRAMES (SIfOWN) • • • • • • • u • • • • • n drnWin na. J TRACK FRAMES (IMILAR)) WITH 2) ADDI- FASTENER • • • • • • • \ i RitN;. ' •,�' ` i 4 TRACK FRAMES (SIMILAR) WITH (2) ADDL FASTENERS • • • • • • • • • Mia roue en • • ••• • • • ''�rS'r LAt. )TiSm .` (sheet�2j) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• COUNTY MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/buildine E.S. Windows, LLC 3550 NW 49"' Street Miami, FL 33142 SCOPE: • • This NOA is being issued under the applicable rules and regulations governing: the, %e of Construction • • • •; • materials. The documentation submitted has been reviewed and accepted by Miami -Dade C4ur4:V_ER- •. Product Control Section to be used in Miami -Dade County and other areas where alloived by the Authority Having Jurisdiction (AHJ). • • .. • . This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cgt0ity ProOdweentrol Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade.GQwo) reserve the,right .,; • to have this product or material tested for quality assurance purposes. If this produot.or mate iarAls to ...... perform in the accepted manner, the manufacturer will incur the expense of such prAkVand the AI-IJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.,RER ....:. reserves the right to revoke this acceptance, if it is determined by Miami-Dade;Coyiiv Product Control • • Section that this product or material fails to meet the requirements of the applicable bblidirfg cod4. .00. • This product is approved as described herein, and has been designed to comply with the Florida'SLilding Code. includine the Hieh Velocitv Hurricane Zone. -DESCRIPTION: Series "5000" Outswine Aluminum Casement -Window - L.M.I.I APPROVAL DOCUMENT: Drawing No. W08-08, titled "S-5000 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision G dated 09/27/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed' by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 18-0116.04 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0708.03 MIAMI-DADE COUNTY Expiration Date: April 03, 2023 � Approval Date: August 01, 2019 f7/23/1-9 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0419.01) 2. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision F dated 10/J 6/17, 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 p.�.'�& TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-W •.. • •, • • •; 4) Large Missile Impact Test per FBC, TAS 291.94. 5) Cyclic Wind Pressure Loading per FBC, TAS 203,94 • 6) Forced Entry Test, Type `B" Window, Grade 1D' per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-07 0 4' • : .00. along with marked -up drawings and installation diagram of series 500 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0419.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "B" Window, Grade 10, per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 588-04 along with marked -up drawings and installation diagram of series 5000 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5336, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No.08-0204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 10/27/14 and revised on 09/22/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.18-0116.04) 2. Glazing complies with ASTM E1300-09 Manuel Pe z P.E. Product Control xa iner NOA No. 19- 08.03 Expiration Date: April 03, 2023 Approval Date: August 01, 2019 E-1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlpyerf date;•941-8/18, expiring on 07/08/19. ' ' • 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray Amerioa�dac. fol* WIT* ..."; • "SentryGlas® (Clear and White) Glass Interlayers" dated I V28/6147, expiring on • • • • 07/04/23. "" • .... . ..... ...... . . ..... F. STATEMENTS • .. .. .. .. ...... 1. Statement letter of conformance, complying with FBC 511 Editioa.4V14), wit} FBC • • 6th Edition (2017), and of no financial interest, dated September 1 §, Y,017, issued by ..:. Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.F,. • • � • ...... (Submitted under NOA No.18-01.16.04) "' ' • • • 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6215,"issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. I1-0419.01) 3. Laboratory compliance letter for Test Report No. FTL-5336, issued by Fenestration Testing Laboratory, Inc., dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-0204.05) G. OTHERS 1. Notice of Acceptance No. 15-0120.05, issued to ES Windows LLC for their Series "5000" Outswing Aluminum Casement Window -L.M.I., approved on 05/14/15 and expiring on 04/03/18. Manuel Per , .E. Product Control E m ner NOA No. 19-0708.03 Expiration Date: April 03, 2023 Approval Date: August 01, 2019 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10, dated 01/23/08, with revision G dated 09/27/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. .Y. .. B. TESTS • 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 241Y44.. :' `• Y • „� �; 2) Cyclic Wind Pressure Loading per FBC, TA$A3.94 along with marked -up drawings and installation diagram of a*9e Mes 500L pI44wing • • aluminum casement window, prepared by Fenestration Testing*fa6oratory, Inc., Test•';'•. Report No. FTL-9711 dated 07/26/18 signed and sealed b I � � j Orte l .: C. CALCULATIONS ... , .. 1. Anchor verification calculations and structural analysis, complying t& FBC ICY Edition (2017), dated 09/26/18, prepared by Al-Farooq Corporatfon,'signed 3j". • sealed by Javad Ahmad, P.E. "" D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6tn Edition (2017), and of no financial interest, dated September 26, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0116.04, issued to ES Windows, LLC for their Series "5000" Outswing Aluminum Casement Window -L.M.I., approved on 02/22/18 and expiring on 04/03/23. 11_7p�UXO" Manuel Pe z, .E. Product Control xa iner NOA No. 1 - 08.03 Expiration Date: April 03, 2023 Approval Date: August 01, 2019 E-3 55 i 5 � 57 b Z 3 54 CAM LOCKS (2) LOCKING POINTS ALL SIZES SERIES 5000 ALUMINUM OUTSWING CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH SERIES 5100 FIXED WINDOWS USING MUWONS IN BETWEEN. LOWER DESIGN PRESSURE FROM CASEMENT WINDOW, FIXED WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 20Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. SURFACE APPLIED FALSE MUNTINS OPTIONAL It I II / n \J / I I a �s 'i \ ni eoJ I\ MULTI POINT LOCK m LOCKING POINTS SEE CHART 30" a D.L OPG 110, OF WOW. HEIGHT KEEPERS 35 1/4- UPTO AT $ASH VENT WIDTH 26' 2 37" 40" 3 WINDOW WIDTH 52" l 76" 5 SINGLE (X) TYPICAL ELEVATIONS 3" 30 5/8" L 10 5/8' _I D.L_ OPG D.L. OPG 35 7/8" 35 7/8" VENT WIDTH VENT WIDTH 74" WINDOW WIDTH )OUBLE (X) • • • • • • •I THESsf WINDOW= ARE ORVED FOR LARGE & SMALL MISSILE IMPACT. • • • ••ILS-IR)TTIRS •RESNOTOREOUIRED. • •• • • • • ••• • •• ••• •• • • • •• •• ••• • •• • • ••• • lft 13h I� 1� k EN3�c� iT,t1 .7092 u Jun24I . o•'••• STATE OF =�((/ drawing no.� OR10�Ij WO8-08 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF FOR I X) SIZES NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ``\\\'\\1111111 T7j77 �� `"D. •..'•,(Z�q�77i NyCc'•.;V PRODUCT REVTSW _� o. 70592 = J� ` - a cNP'J11 nM w110 the Florida = N C3 L�da�coa= : JUn24,2019r`�� E .c. n f]s< ��o • STATE OF (y�� Rtonlo� •' �� ;�tisn cfr:ulucc ]7AS10NAL\'FAA3` w eD ro • Z y N Or nq Q, F W i m a ry a O ` om 2 o U G t 05�� Vo�N pao<4 d a O '¢ 9 W j 4 H LL W 0 _ G 202 n <_ JJ Q W •f F 3 I• n 3Na�m� o O a a Z 3 m a 32�n 0 0 R S vim<J N W N w ��ooe N'� g g �I g - ° - m o g L O y fin O ^ I 4 e v i • y drowin9 --Do W08-08 • • •. • • • • • • • • • . • • , • • . • • • • • • • • • • • • • • • • • • • • • • • • • heel 2 of 10, 7dD07 DINS. 7RN CAM LOCKS TIIN007S 717'B MULTI POINT LOCH LASS TYPES A. S. C. D. E. P CUSS TYPE 'A• GLASS TYPES 'B' CUSS TYPES 'C', 'D', V. T. 'G WIDTH NE10NT EMT.(4) EMT.(+) 1M.(-) EMi.(+) 1NT.(-) EMT.(+) IM.(-) t9-1/8• 26-1/2" }7' 42• 26' BS.O 85.0 &5.0 85.0 85.0 90.0 90.0 90.D 90.0 90.0 83.0 BS.D 85.0 90.0 _ 90.0 90.0 85.0 83.0 85.0 BS.O 85.0 85.0 8s.0 85.0 90.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 19-1 3e_}/p. 63.0 85.0 85.0 es.o Bs.O 90.0 _ 90.0 90.0 90.0 90.0 90.0 9D.o x6-1 x es.o esA es.o 9a.o Sr IY es.o es.o es.D es.o _ 90.0 90.0 90.0 90.0 9oA 90.0 9D.o 9o.a as.D es.o as.o es.o 19-1/B• 26-1/2• 3Y 12' s0-5/8" e5.0 85.0 85.0 85.0 85.0 85.0 eS.O 90.0 90.0 90.D 90.0 90.0 85.0 90.0 90.0 90.0 e5.0 85.0 85.0 85.0 BS.O 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 85.0 85.0 85.0 19-1/e' 26-1/Y JY 42• 6.T" 85.0 p5.0 85.0 85.0 86.0 Bs.O e5.0 90.0 90.0 90.0 90.0 e5.0 90.0 90.0 90.0 90.0 85.0 85.0 - a5.0 e5.0 - 90.0 - 90.0 90.0 90.0 - - - 90.0 90.0 19-1/8• 2fi-1/2' 37' 7a-1/i - - - - - - 90.0 90.0 90.0 900 - - - - - - 90.0 90.0 19-1/B" 36' 90.0 90.0 - - - - - - B5.{ &5.1 2i za" Sz• 36• 40• 12• 19• 85.0 85.0 85.0 85.0 90.0 9D.0 90.0 90.0 es.a es.o as.o as.o 90.0 90.0 90.0 90.0 90.0 es.o as.o es.o as.o 90.0 90.0 90.0 85.0 8.5.0 85.0 es.o _ e5.0 90.0 so.D 90.0 90.0 90.0 90.0 90.0 9D.o es.o es.o es.o 85.0 85.0 85.0 e5.0 90.0 80.0 90.0 90.0 2/• 2p" J2• M. 4D' 42' S4• es.o as.o es.a as.o 9o.D 90.0 90.0 90.0 as.o &5.0 es.o as.D es.a 90.0 90.0 9a.o 90.0 90.0 85.0 Bs.O 85.0 90.0 90.0 90.0 65.0 85.0 B5.0 83.0 95.0 8.5.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 85.0 B5.0 85.0 85.0 85.0 B5.0 90.0 90.0 90.0 90.0 24' 2e' 32' 36' 10• 12' 60. 83.0 85.0 85.0 85.0 goo 90.0 90.0 90.0 85.0 85.0 85.0 85.0 85.0 e5.0 e5.0 90.0 90.0 90.0 90.0 85.0 90.0 90.0 90.0 90.0 90.0 D5.0 85.0 &5.0 e5.0 90.0 90.0 90.0 _ _ 90.0 90.0 90.0 2{' 2p' y2• 36• 40' 66' 83.0 85.0 85.0 9.9.0 e3.0 90.0 90.0 80.0 e3.0 85.0 85.0 90.0 BS.O 85.0 - 95.0 - 83.0 90.0 90.0 90.0 - $1--.00-000.- 90.0 24' 28' 32" 72' 90.0 90_090.0 90.0 24• 28• 32•90.0 }6' 16• 90.0 90.0 _ _ _ _ _ _ 90.0 90.0 e5-4 85.1 DESIGN LOAD CAPACITY - PEE FOR I YX) SIZES WINDOW DIMS. 717E CAM LOCKS 711•No75 WITH MULTI POINT IACX G1155 TYPES A. B. C. D. E. P GLASS TYPE 'A' GLASS TYPES B. GLASS TYPES V. b'. X. 'T', 'G WIDTN NEIGHT EXf.(+) 1M.(-) EMT.(+) IM.(-) EXf.(+) 1NT.(-) EMT.(+) IM.(-) J7' 53-1/B" 26• 85.0 85.0 85.0 85.0 e5.0 p5.0 _ e5.0 90.0 90.0 90.0 90.0 90.0 85.0 90.0 90.0 90.0 J7• 53-1/e" 7i a/• J8-J/8" Bs.o �"0 as.a Bs.o es.o 90.0 90.0 90.0 90.0 90.0 90.0 85.0 85.0 es.o e5.0 85.0 es.D &5.0 0.5.0 as o 90.0 90.0 85.0 as.o 90.0 90.0 90.0 90.0 90.0 9D.o 90.0 90.0 37• ss-1/e' 7i 91' 50-5/8" 85.0 E5.0 85.0 _ es.a BS.O as.o 90.0 90.0 90.0 90.0 90.0 _ 9o.D 90.0 90.0 as.o as.a e5.0 BS.D a5.0 83.0 BSA 83.0 e5.0 83.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 J7" SJ-1/8• 71' 84• 63" 85.0 85.0 85.0 85.0 90.0 90.0 79.6 90.0 79.6 90.0 79.6 79.fi 79.6 79.6 79.6 79.6 fi1.1 61.1 61.{ 61.4 61.{ 61.{ 61A 61.1 - Se.S 56.3 37' 71' - - - 6fi.6 66.6 - 36.0 3fi.0 37' 74 - - - fi2.0 62.0 ]J.1 3J.1 Ie' S6' 6l' 72" eo• U. .a• 8s.0 aS.O 63.0 e5.0 90.0 90.0 90.0 90.0 90.0 85.0 85.0 as.o Bs.O 85.0 85.0 85.0 BS.O 85.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 as.o as.o es.o 9o.D 90.0 90.0 90.0 es.o es.o as.a 90.0 90.0 90.0 90.0 8J.0 e5.0 &5.0 _as.o e5.0 90.0 90.0 90.0 90.0 Ie' J6' 6.• 72" W. U. 51' 85.0 85.0 e3.0 e5.0 90.0 90.0 90.0 90.0 Bs.O 85.0 85.0 85.0 90.0 9D.o 90.0 9D.o 90.0 90.0 90.0 as.o es.o es.o es.o 90.0 as.0 B5.0 85.0 85.0 85.0 90.0 90.0 90.0 90.0 _ 90.0 83.0 e5.0 85.0 90.0 90.0 90.0 85.0 85.0 p3.0 83.0 90.0 90.0 90.0 90.0 19" 36' 61• 72" ap• W. 85.0 85.0 85.0 90.0 90.0 90.0 90.0 95.0 85.0 p5.0 _85.0 85.0 88.9 88.9 88.9 p0.0 e8.9 B0.0 80.0 80.0 B0.0 80.0 80.0 80.0 73.5 73.5 73.5 73.5 73.5 7J.5 73.5 7J.5 _ -._- -_ _ _ _ 6e.7 6e.7 - - - - 66.8 66.8 IB' 56" �• 72" 60' 66' 75.2 66.7 75.2 66.] 7S.x 65.7 75.2 65.7 75.2 63.7 75.2 65.7 7s.2 73.2 63.7 63.7 �'9 5e.9 58.9 5e.9 56.9 58.9 -� 58.9 _ 33.e SB.9 57.8 - - - 49.9 49.9 72' 910.E - -• -• •_• •_�••• 10.6 48' 56' 72' 423 - - - - - - 42.3 JI,1 J1.1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAT STREN'D GLASS .0990' Interloyer T ifol PVB By 'kuraroy Americo, Inc.' i1/8" HEAT STREWD GLASS SILICONE f DOWSIL 795/983 x In=J / •GJASS TYPE 'A' 1/8" HEAT STREN'D GLASS .090" Interloyer Sent ryGl 1 By Kuraroy Americo, Inc.' 1 1/8' HEAT STREN'D GLASS SILICONE u ' DOWSIL 795/983 h 0 10A 5/32" HEAT STREWD GLASS OR \6-R\ ASS SPACE ' HEAT STREN'0. GU55 By kuraroy America. IncS/32' HEAT STREN'0 GLASS SILICONE DOWSIL 795/983 O u� GLASS TYPE W 5/32" HEAT STREN'D GLASS OR 5/32" TEMP. GLASS AIR \ SPACE 1/8' HEAT STREN'O. GLASS .090, Intenayer r SenlryGlas 1 By Kuroray America, Inc.' 1111 -5/32' HEAT STREN'D GLASS SIUCONE IW DOWSIL 795/983 m � N N 0 Ii 0 O W 5/32' HEAT STREN'D GLASS .090, Interloyer Troslfol PVB 1 By kuroray Americo. Inc.' r1/8" HEAT STREN'D GLASS 1 SILICONE II DOWSIL 795/983 GLASS TYPE 'C' 0 5/32' HEAT STREN'D GLASS .090" Interloyer FSentryGtae 1By Kuroray America, Inc.' 1 r-1/B' HEAT STREN'D GLASS ISILICONE FDOWSIL 795/983 GLASS TYPE V 1/4• HEAT STREWD GLASS .090" Inlerlayer r Trosifol PVB �11�,I;aray Americo, Inc.' ' HEAT STREN'D GLASS SILICONE rDOWSIL 9B3 GLASS TYPE 'E' GLASS TYPE T', GLASS TYPE 'G' •• ••• • • • • • •• GLAZING OPTIONS • • • • • • • • • •• • • • • •• •• • •• ••• •• • • • •• NOTE: TO QUALIFY FOR SMALL MISSILE IMPACT RATING 1/4' AIR SPACE CONSISTING OF: EXTERIOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. SPACER : 'HELIMA' LOW PROFILE "MIlVM •SPACER • 000 BY 'LINGERMANN GMBN• • • • • • • • • • • • • AROUND THE PERIMEIER OF TA GLASS. • • • PERIMETET• • R SHE ' • • • SILICONE • • • • • • • • • • DOWSIL 791 • GE 2000 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 ul N. m o I m Z m j 0, % F Z i m SILICONE QN f a P F DOWSIL 795 1Y 0 0- w 0 Ci m awn 5N t KokI 0 1OC \ V \3wN Z ' pOaco8 NNJMJ 1\ Q W J 4 \ I LLimEK J�Zto Q W ALT. GLAZING OPTION [— THESE GLAZING STOP CAN BE USED WITH ^ r m GLASS TYPES W. 'B', 'C' k V. ? I �I a 3 J L U J W U (X v; Z n 25 AT 1/4 POINTS ON LITES 4a 3 Z 4 y� WIDER THAN 36" 5•i SETTING BLOCKS AT LAM. GLASS o N IO Q J NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS I I I I °ICE. o 4 Sly 5 g !, 5 AT 1/4 POINTS ALL SIZES SETTING BLOCKS AT INSUL. LAM. CLASS 2 oIR NOTCH GLAZING BEAD LEG - TO CLEAR BLOCKS ?a0DLICT REV ISGD a; cgnP:yulp -ta t6a FlosiU 9i•Id'm8 Col M-ce{rance NIo Ezoiation Dote i un24,201 = I ^ a - c. STATE OFF I drawing no.l woa-oi - TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACI METAL STRUCTURE MIAMI-DADE COUNTY APPROVED MULLION k MULLION ANCHORS EDGE SEE SEPARATE NOA n TYPICAL ANCHORS SEE ELEV. FOR SPACING ' WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. IERLOCK 34 • • 3 • • • e "GE DIST. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4' DIAL ULTRACON BY 'ELCO' (Fu-177 KSI, Fy.155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) 1-3/4" MIN. EMBED INTO CONC. (FOR MULLION CLIPS ONLY) 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 CONCRETE = 1-1/2" MIN. (INTERIOR ANCHORS AT MULL CLIP) INTO WOOD STRUCTURE = 11/16" MIN. INTO METAL STRUCTURE = 11/16" MIN. rn WOOD AT HEAD, SILL OR JAMBS SG • 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS T'c • 3000 PSI MIN. `^ C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. • v • NCHORS • s_4vP'C. E E FOR SPACING • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • -R0DUCT REVTSGD :: m nplyu.S wish the Florida C.Tdma Cafe ._ ____ m W Z O_r $ Z � f _ a OWN` 06�� OOzz"' 8 paoo4a 0°a�¢3 N LLia�� $sw �1c NSF ��TOO I . 70592 S un24,201� 9 STATE OF drawmg WOO-08 3/16' MAx. //�� °v SHIM �� V / 4B 1/a' MAX. CD) 54 l� i NI i 49 J 45 SHIM x a Z q m ; I Qr 3 16 II loy MOOD BUCKS 56 — 1 55 TYPICAL ANCHORS 15 I 51 `I 46 t I . 60 59 CAM I Q n i SEE ELEV. { LLL m FOR SPACINGI - I `J . --- O W H �' tme U SCREEN OPT--_ 1 1/4" ' ! I I • O V N ti u n o Fo_ TYPICAL ANCHORS O Val W ¢ 6 SEE ELEV, x¢ i D n 14 9 13 6 52 50 4 v tOR SPACING 4 Q w N o tfi EXTERIOR z O E a METAL J V m STRUCTURE D.L OPC. Q W F VENT WIDTH MULTI POINT LOCK OPTION CAM LOCK�OPTION ��_ WINDOW WIDTH i SINGLE VENT WINDOWS a J W 1/1" SHIM Of rn (n N � pan a BY WOOD BUCK 1/4" MAX. n SHIMS Z J 1p w0 D STRUCT 0 3 16 3 1, 37 > �+ Z n v N�QR . J ________- SCREEN OPT.__-- _ I ___ I • TYPIUL ANCHORS N W n 1/2, ----------- SEE ELLV. FOR SPACING 1 _ cr�iuc _ • � b 17 � N O � 76 , yUQ 9 13 TYPICAL ANCHORS 36 SEE ELEV. 14 16 B EXTERIORI>r D.L. OPG. 7 D.L. OPG. v 4 FOR SPACING VENT WIDTH _ I VENT YflOTH MMow•NE1F • • • • • • • DUAL V�NT JjN$+; • • • ° ` !� ). '11 EN,'•.•. I i PP,'.>DUCT REVISED 70502 �• o , o I { a • • • • • • • • • • • • • • • ;>1TirA ;aiCh 0. Florida • • • • • • • AvddagCndr. I_� i, Jun24,2019Y_ <' b • • • • • • • • • Fsglroticm Darr 'F7 1 i Q STATE OF tlrowing no. Mi _n eck wodua r AL 1(L�� sheet 5 of 10 i ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 v �w, TYPICAL ANCHORS_ TYPICAL ANCHORS SEE ELEVS. FOR SPACING `SEE ELEV. FOR SPACING Z n 3 EDGE METAL MIAMI-DARE COUNTY APPROVED 0 _ DIST. STRUCTURE MULLION h MULLION ANCHORS W ° SEE SEPARATE NOA Q F al 'EDGE DIST.. EDGE 00 ` 0 V' DIST. 0 l>y n f� IL W W LL 0 0 a"4 1 53 i 53 i - 53 01 0.0rc o . o"-Zgn ALT. _ LL Z oDi LL o TYPICAL ANCHORS SEE ELEV. FOR SPACING Q W N f F N I`= R J W 4 J W V K o 0") 1/4" MAX.__ ALT. i Z m SHIMS 3 J m 53 3 z o d o VT v�iQ nl 1/4' tit t _ � _ _ _ ri W C� n g u d � � • o T z �\ `TY CAL V IRS o • • • • • • •SE�ELF•V. FIIR SPACING _ _ ol�a', ALT. E • • • • • • • • • u 53 4 • •• • • • • ••• • N • • • • • • • • • `CI I1r11111f1f/ �� - • —{ PIRODUCTKEVISSD _ 70592 ''_ ' S 1 ~ P ° • • • • • • • • • • • • • • • as m:n?lynn w%tA uYe Florida J=` -_ ° • • • • • • • Ls�ad;l,¢'.od� I Jun24,201Ly TYPICAL ANCHORS • • • • • • • • • • • Ccrein \iI SEE ELEV. FOR SPACING • • • • • • • • • • • (3 o' . '• STATrz OF P•.• ��'� drawing no. EDGE DIST. • • • • • 6BY w�8—�8 INSTALLATION DETAILS WITH FOSH FRAME ADAPTERNa, `heel 6 ot10� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• IT®L PART / QUANTITY DESCRUMON - _ MATMtLAL MAN►./SUPPLER/REMARXS 1 ES5001 1 1 1/ VENT FRAME HEAD 6063-TS - -- - - 2 ES5OW FRAME SILL 6063-T6 3 4 ES5001 E55001 FRAME JAMB -HINGE SIDE 6063-T6 i/ VENT FRAME JAMB -LATCH SIDE 6063-T6 6063-T6 5 ES5002 1/ VENT VENT TOP RAIL- - - 6 ESS002 1/ VENT VENT BOTTOM RAIL W63-Tfi 6063-T6 - 7 ESS002 1/ VENT VENT SIDE RAIL -HINGE SIDE - 8 ES5002 1/ VENT VENT SIDE RAIL -LATCH SIDE 6063-T6 - 9 ESS004 2/ VENT SNUBBERS. 2-1/2- LONG 6063-T6 10A E51103 AS RE00. GLAZING BEAD (LAM. CLASS) 6063-TS 108 - AS REOU. GLAZING BEAD (INSUL. LAM. CLASS) 6063-T5 - 10C ESIOOB AS REOD. GLAZING BEAD (LAM- CLASS) 6063-T6 - 10D ES-1017 AS REOD. GLAZING BEAD (UM. GLASS) 6063-T6 - 11 27-425 AS RE00. GLAZING GASKET EPDM DUROMETER 6035 SHORE 'A' 11A ES1010 AS REDD. GLAZING WEDGE SOFT PVC DUROMETER 6525 SHORE 'A' 12- 11B!02 8A AS REDD. AS RE00. GLAZING WEDGE SILICONE OUROMETER 85±5 SHORE 'A' FRAME k VENT ASSEMBLY SCREWS - /10 X 1-1/2' PH SMS 13- 14 2/ SNUBBER SNUBBER INSTALLATION SCREWS - /8 X 1/2" PH SMS DUROMETER 65 SHORE 'A' DUROMETER 60 SHORE 'A' AS REDD. OUTER WEATHERSTRIPPING (POLYPROPYLENE BASE, TPE BULB) - 15005 AS REGO. INNER WEATHERSTRIPPING EPDM 16 O-SS AS REDD. CORNER LOCK ST. STEEL SULLIVAN B ASSOCIATES 17 301SS 2/ VENT 4 BAR HINGES -HEAVY DUTY - TRUTH HARDWARE 18 - 3/ HINGE HINGE MOUNTING SCREWS AT FRAME�T�ST 110 X 1/2" PH SMS IBA 19 - SERIES 4/ HINGE 1/ VENT HINGE MOUNTING SCREWS AT VENT/10 % 1/2- PH SMS HARDWARE SINGLE ARM OPERATOR (AT B-1/2 FROM ENDS)TRUTH 19A NOVA ;;23 1/ VENT SINGLE ARM OPERATOR (AT B-1/2- FROM ENDS)INTERLOCK20 4/ OPER. OPERATOR MOUNTING SCREWS 110-24 X 3/8' PH SMS 20A - B/ OPER. OPERATOR MOUNTING SCREWS%8 X 1/2- FH SUS 21 30175 1/ OPER. 13-3/4- LONG TRACK OPERATOR TRACK TRACK MOUNTING SCREWS TRUTH HARDWARE 21A 1/ OPER. ST. STEEL - INTERLOCK 22 22A - 2/ TRACK /10 X 3/8- PH SS SMS %8 X 1/2- FH SMS - 3/ 7RACK TRACK MOUNTING SCREWS - 6063-T6 23 23A - AS REDD. 1X3 CUSTOM MULLION - - AS REOD. _ 1X3 STANDARD MULLION 6063-T6 - 24 - AS REDD. MULLION CLIP SETTING BLOCK, 7/16- % 3/16* X 3-1/2' LONG SETTING BLOCK. 5/16' X 5/8' X 4' LONG 6063-T6 - 25 27-372 2/ LITE EPDM AT 6- FROM EACH END. DUROMETER 7525 SHORE A 25A - - 2/ LATE B/ LATE EPDM AT 6' FROM EACH END, DUROMETER 7545 SHORE A 26 TAPE SPACER (7/4' % 1/27 FOAM AT 6' FROM GLASS ENDS _ 30 - OPTIONAL 5/16- BOX SCREEN - - 33 ES5OD9 2/ VENT ANTI SAG SKATE. 2" LONG SKATE MOUNTING SCREWS IMP_OST NYLON/CELCON M&M PLASTICS /6 • 1/2' PHSMS 34 - 2/ SKATE - 36 ES5O03 1 AS R. OD 6063-T6 _ 37 ES5010 IMPOST STIFFENER W63-T6 _ INTERLOCK 45 CLOI-05M - MULTI -POINT LOCK MECHANISM 45 47 LOCK FASTENER PLATE THREAD FORu1NG '•-�—�—� 2/ LOCK LOCK FASTENER SCREWS SNAP ON COVER 48 01-2250-XXX - • • • 49 CLOI-1050-XXX - SNAP ON HANDLE • - • • • • • • • • 50 - - GUIDE (ACETAL) _ KEEPER (ACETAL) __.._-.__- _• ___.t•�rr7 -�—• _• • • L• - OPDONAL 51 - • 53 54 55 ES-5017 LOCK BAR (304 ST/ST) 6063-T5 - AS REOD. FLUSH FRAME ADAPTER - 1/ VENT LOCKING HANDLE SULLIVAN k ASSDC. - 2/ VENT LOCKING CAM (AT 11-1/2" @ 50-1/2- FROM BOTTOM) - • • 91JCJSAN h ASSCG. • • • • • • • • 56 - 2/ LOCK LOCK MWNfING SCREWS _ - 7 •__ • •1/27-•— i �6.32 n gH A _•- --• 1/•' z 1All!' ALUS. BAR _• • • • CU : • _ : •• SULLIVAN h ASSOC. 57 _ ES5013 _ I/VENT LOCK HANDLE/CAM CONNECTOR 58 ES5011 2/ BAR CONNECTOR SCREWS ; ST STEEL 59 CS-20OK-SS 2/ VENT KEEPERS (AT 12" B 51- FROM BOTTOM) KEEPER MOUNTING SCREWS 60 2/ KEEPER - /10 X 3/8- PH SMS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • �v Z np 0� h Q f ; • N a fin0' C 00` OWn x.G f C K Qs0< d o Q Q �U U. R a QW0i 2P I n 0 W 3 J w 0_ ' vi Ni Fo 0Oan m Z3� ° aJ,3zL�n ('j Q J SEALANTS: ALL FRAME AND VENT CORNERS AND INSTALLATION SCREWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. • ' ENSAr''• N 4 PROTYJCT REVLSID 70592 I aa- IIIUL e`dlacxx Jun24,20196 .Acce ,n�,� ty-o 1\ _ _... FBY.Eprtax+n L:Je \%�o STATE Or.6y' �drawing�no.�� \c^. toR1D"'��*`� W0' 8—OS U3 w 0 2 h P 3 O qn Q Ito 0 U / W h i 0G0 o I 0' rc o $ Qs0 J 04ao J=gs aWd,f / w 16 i fr 3 N N < n 3 Z_ FRAME CORNER $ vi o 3 alb lie ;W QW r I S I9i= • • • • • • • • • t2 0 01� ROE � i • • • • • 'u o u o,W�. u P c , ' 7 1'R(Y.)UCT R2VISSU _ 7[�2 is r • • • • • • • • • • • a� �o,ndlr� a�ffi fM FMrida — � • • • • • • HWd' Code — - $ IMPOST CORNER •• • • • • • a«cceNol •O o = un24,2O1 • • • • • • • $x exien Deic �' �® STATE Or !(�' drawing no. • • •• • •• •• •• • VEN6 CORNER• • • • H v ` ;� , ?ort,o!.•',�a� � 3 \ ... ems' : I W08-08 M;mn; �dc?mdcnccM ��%s`S�OfNAIti`�� (sheet 9 of 10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MUWON LOAD CAPACITY - PS► MULLION LOAD CAPACITY - PSF I x 3 1 x 0 I x 0 I X D WINDOW DIMS. STD. MULL CUSTOM MID]. WINDOW DIMS. STD. MULL [USTOM MULL. EXT.(+) EXT.(+) EXT.(+) EXT.(+) WIDTH (W) LENGTH (L) INT.(-) INT.(-) WIDTH (W) LENGTH (L) INT.(-) INT.(-) 26-1/2" 90.0 90.0 30' 90.0_ 90.0 90.0 90.0 37' 36" 90.0 90.0 90.0 90.0 42' 90.0 42" 90.0 45' 58" 90.0 90.0 48' 54' 90.0 90.0 90.0 90.0 90.0 90.0 48' 54' 53-1/8' 90.0 _ 90.0 so- SOD 90.0 62' 90.0 90.0 62' 90.0 90.0 26-1/2' 90.0 90.0 30' 90.0 90.0 37" 90.0 90.0 36' 90.0 90.0 42• 90.0 90.0 42' 9D.0 90.0 90.0 90.0 9D.0 90.0 45' 63' 48" 60' 9OU 90.0 90.0 48• 54- 90.0 53-1/8' 90.0 90.0 W. 90.0 90.0 90.0 90.0 90.0 90.0 62' 62' 26-1/2' 90.0 90.0 30" 90.0 90.0 90.0 90.0 37' 90.0 90.0 _ 36' 53.3 SOX 90.0 42' 45' 74-1/t' 9C.0 42' 48' 66• 794 90,0 90.0 90.0 76.1 90.0 90.0 48' 90.0 54' 71.7 90.0 90.0 90.0 53-1/8' 59' 26-1/2' 90.0 90.0 30' 90.0 90.0 37' 85.0 90.0 35' 90.0 90.0 42' 76' 45' 77.2 73.5 90.0 SOO 42' 72' 48' 90.0 84.5 90.0 90.0 48' 70.4 88.3 54' ---v 79.2 90.0 51' 57.8 85.0 30' 90.0 9OU 36' 86.9 90.0 42' 76' 77.2 90.0 48' 70 4 88.3 NOTES: 51 • 67.8 85.0 I. USE CHART ON THIS SHEET FOR SIDE EY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOWCAPACITYSEE SHEET 2 OF 10. 3. FOR FIXED WINDOW CAPACITY SEE SEPARATE NOA. 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. SERIES �O OF 23 CASEMENT WINDOW SERIES 5000 r CASEMENT WINDOW ..n I CLIPPED MULLIONS TYPICAL ANCHORS 4 PER CLIP SEE SHEET 4 FOR DESCRIPTION T - b� W N m I O FF \ / pry�R u Lzot wT fn-�WZ•_e I WI I oGvcI . Ot'I l~9 O&000gp w0izz �y ruKJ d W] LL ILiH_°�, FI / G I vx SS/ C Jigs mf A U I 1 yzj m j - W1 � -- W2 � � W2 I Wl I W2 I TYPICAL ELEVATIONS i J w LL SIDE WY SIDE WINDOWS I . SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS 1 /2' 00in �i�wrcri WIDTH (W) = Wl + W2 W c�W rni uWi 2 a O N N Q J _J �I �06 23 SERIES S1170 FIXED-WIND01 • 9 • • •• • • • ••• PP.ODUCT rVISGD ^s cr4�..,lyio8 vilh Ow Florida EXTERIOR • • • • • • • • • • • • EXTERIOR • • • • Duitdi•g Codc acaeptatcc No 'O O 23 Fa 'ndRw Data • • • ONDOW bTH • OADOW ' �- WINDOW WIDTH y WINDOW WIDTH V 41ft CASEMENT TO CASEMENT MULLION CASEMENT TO MlJ) MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ��• Alj� X�i�� q I i - C g un24,201,9(1{/_ _ y STAIEOF�A!/�/ dr0 g no. Y777S�OIVAt.IE�� sheet(- t 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.miamidade.2ov/economy ES Windows LLC 3550 NW 49`h Street Miami, FL 33142 • SCOPE: • • • •••••• This NOA is being issued• under the applicable rules and regulations governing ftk uSe of QgtWUtion • • materials. The documentation submitted has been reviewed and accepted by Mi'3ht1-;Mde County RER- • • • • • • Product Control Section to be used in Miami -Dade County and other areas where anowen by the Authority :....: Having Jurisdiction (AHJ). • • • • • • : • • • :. • This NOA shall not be valid after the expiration date stated below. The Miami -Dad% pply Prolict Control • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade f d W) resefvA tt :right • • • • • to have this product or material tested for quality assurance purposes. If this prQ"" material.fails to perform in the accepted manner, the manufacturer will incur the expense of such festingand the AHI may ....:. immediately revoke, modify, or suspend the use of such product or material withifl theiriurisdWtton. R . reserves the right to revoke this acceptance, if it is determined by Miami -Dade Qvunty Product i3ontrol • • Section that this product or material fails to meet the requirements of the applicable building code. • • • - This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the Hieh Velocitv Hurricane Zone. I)ESCRIPTION: Series "7000" Aluminum Window Wall Svstem - L.M.I.I APPROVAL DOCUMENT: Drawing No. W08-34, titled "Series 7000 Alum. Window Wall System (L.M.I.)", sheets 1 through 13 and 13.1 of 13, dated 04/24/13, with revision D dated 10/30/17, prepared by AI-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 and renews NOA No. 15-0430.05 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 Manuel Perez, P.E. NOA No. 17-1218.08 Expiration Date: July 25, 2023 Approval Date: March 08.2018 )JO - Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 13-011 S. 04) 2. Drawing No. W08-34, titled "Series 7000 Alum. Window Wall System (L.M.1�}'i sheets 1, 2, 3, 3.1, 4, 4.1, 5, 6 through 13 and 13.1 of 13, dated p41;41� 3, with revision • • • • ; • C dated 07/29/15, prepared by AI-Farooq Corporation, signed and sealed b;.Tav'dd '. ...... . ...... Ahmad, P.E. ...�.. . B. TESTS C. 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • 2) Uniform Static Air Pressure Test, Loading p2t PBC TAS 1020-94 3) Water Resistance Test, per FBC, TAS 202-SU': •: 4) Large Missile Impact Test per FBC, TAS 20,1-94 • • • • • 5) Cyclic Wind Pressure Loading per FBC, TA%203':94 .. along with marked -up drawings and installation diagram of a series ES-700u:..' aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8100, dated 12/04/14, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Safety Performance Test, (Drop Test) per ANSI Z97.1-2009 along with marked -up drawings and installation diagram of a series ES-7000 aluminum window wall system and a series ES-7100 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7862, dated 07/25/14 and revised on 07/13/15, signed and sealed by Idalmis Ortega, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series ES-7000 aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6922, dated 01/03/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-011 S. 04) CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511, Edition (2014), dated 06/10/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Manuel P re P.E. Product ControlW 3Aminer NOA No. 17-1218.08 Expiration Date: July 25, 2023 Approval Date: March 08. 2018 E-1 ...... ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amer ica.- nc. fow'tfieir .... "SentryGlas® (Clear and White) Glass Interlayers" dated 06f25/15, exjtgn •� 07/04/18. F. STATEMENTS .... . ..... 1. Statement letter of conformance, complying with FBC 5th Edition F014),.and of no.....' financial interest, dated June 16, 2015, issued by Al-Farooq Cerporation,*,iigneel and .... • • sealed by Javad Ahmad, P.E. . . . . ...... G. OTHERS ' ' • • • • • • 1. Notice of Acceptance No. 13-0115.04, issued to ES Windows, LLC for !U4,*5eries "7000" Aluminum Window Wall System - L.M.I., approved on 07/25/13 and expiring on 07/25/18. Manu Per P.E. Product Contr miner NOA No. 17-1218.08 Expiration Date: July 25, 2023 Approval Date: March 08.2018 E-2 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W08-34, titled "Series 7000 Alum. Window Wall System (L.M.I.)", sheets 1 through 13 and 13.1 of 13, dated 04/24/13, with revision D dated 1 Q130/j 7, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, PX* * ` B. TESTS 1. None C. CALCULATIONS ...... 0 . 1. Anchor verification calculations and structural analysis, compl3omi og wiith FgG.A.: Edition (2017), dated 10/26/17, prepared by Al-Farooq Corporjtio?, signed and sealed by Javad Ahmad, P.E. ...... D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5111 Edition (2014), with FBC 611 Edition (2017), and of no financial interest, dated October 26, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0430.05, issued to ES Windows LLC, for their Series "7000" Aluminum Window Wall System -L.M.I., approved on 08/20/15 and expiring on 07/25/18. Manuelrez, P.E. Product Cont of xaminer NOA No. 17-1218.08 Expiration Date: July 25, 2023 Approval Date: March 08. 2018 E-3 5• MAX. CORNERS '-3 OR 4 AT EACH JAMB SEE SHEET 5 THIS SYSTEM IS RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 7000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM MAY BE USED IN CONJUNCTION WITH MIAMI-DADE COUNTY APPR'D LARGE MISSILE IMPACT RESISTANT DOORS. LOWER DESIGN PRESSURE FROM STOREFRONT OR DOOR APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDITION)/2017 (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 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. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEM14G 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 SEE SHEET 5 y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x ._DOOR MULLION ANCHORS ANCHORS TYPE B D.L. OPG. SEE SHEET 2 7 D B b � / N W VI �/ C 7 ! ANCHORS TYPE A, B OR C �3 OR 4 AT EACH JAMB SEE SHEET 5 1 �Rn�r e e ;,'fee PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LAMINATED GLASS INSUL. LAM. GLASS o o -. 8 R R ! LARGE MISSILE IMPACT • • • • • • • • • • • AA11111 tiI ll/// • • • • • • • • • �� qJ( '/ n •• ••• •• • • • •• J• �?:•'vGFsisF�p � o PRODUCT REVISED**ff = NO. 70592 yy �, 1S o s lwW n� • • • • • Ei1 �t ��0' STATE OF •((/ s drawing no. • • • • 1q-w�� • • • �j i r�e1 ••• • • • • ••• • • • • • • • • • • • • GLASS DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A GLASS TYPE 'B' D.LO. •10TH D.L.O. HDGHT D(N. (+) MR. (-) EXT. (+) INT (-) 35 39 42 45 1/2 48 96" t5o.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 36" 39 42 45 1/2 100" 48' 51 54 57 36' 39 42 45 1/2 104' 48' 51 54 57 36 39 42 45 1/2 108' 48" 51 54 57 36 39 42 45 1/2 112' 48" 51 54 36 39 42 116' 45 1/2 48' 51 54 J6 39 41120' 45 1/2 48' GLASS DESIGN LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' _O. WADi OLO. HDLTG EXT. (+) INT. (-) EXT. (+) INT. (-) 35 39 42 45 1/2 48' 51 124" 150.0 150.0 150.0 150.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 110.0 36 39 42 45 1/2 48' 128' 150.0 150.0 150.0 150.0 140.0 140.0 140.0 133.4 140.0 110.0 36 39 42 45 1/2 48' 132' 150.0 150.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 110.0 36 39 42 45 1/2 136' 150.0 150.0 140.0 140.0 140.0 140.0 140.0 110.0 36 39 42 45 1/2 139' 150.0 150.0 140.0 140.0. 140.0 140.0 140.0 110.0 x W x , d d • V i •% d SILICONE DOW CORNING 983 DOW CORNING 795 1/4' HEAT SLF(EN'D CLASS .090.7 SentryGla. BY 'K.mmy Americo, 1/4' HEAT STREN'D GLASS SILICONE OOW' CORNING 983 DOW CORNING 795 w m i i ii DOW CORNING 983 DOW CORNING 795 R SPACE ' HEAT STREN'D GLASS .090' Irtert-y-r SentryGlo. BY 'Kumray America, Inc.' \,1/4'GLASS 1/4' HEAT STREN'D GLASS S6JCONE DOW CORNING 983 DOW CORNING 795 GLASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTI(�fiG • • • • • • • • • • • •• • • • • ••• • 1/2" AIR SPACE CONSISTIHO_& • • • • • • • • • • • • • • 'H�M�4' LOW PROFILE ALUMINUM SPACER _ BY 'LINGERMANN GMBH' -RODUCT REVISED ss e.mdYms with the Flmda _ AROUND THE PERIMETER �•THF•GLOSS. •DuiW411EC411Y I'-P,�•p NOTE: PERIMETER SEALANT: • • SILICONE • • • • AtKM+ie14o • E<;»nt+ D.te GLASS CAPACITIES ON THIS SHEET ARE DOW CORNING 791 • • • • • • • • • / • i DY BASED ON ASTM E1300-09 (3 SEC. GUSTS). GE 2000 • • • • •• / ppdc1 • )• ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • �w 0 Z • f L q a S 05Op`e V o 0IL0o a {: ZaH �- it69i0 .• 'n qy �� I h ! II �P•�uceNSF•••.• n '' :7VB2 ATE OF •4,fj- drawing no. tis4,iO"W08-34 iDJUJON DMGN LOAD CAPACrlY - PSP CHART FOR LAMUUTED GLASS MULLJONS MUIJJON DESIGN LOAD CAPACLTY - PST CHART FOR LAMINATED GIAES MULTJONS NOMINAL DIMS. JAMB '11' MULL 'Ml' NOMINAL DOES. JAMB 'Jr MULL 'M2' JAJ® '19' MULL 113' MaM (W) FRME HOIM Da. (+) !H. (-) MOTH (In FINE H024 EXT. (+) MT. (-) EXT. (+) Wt. (-) JO' 36• 42' 48• 54' t9Y 108' 125.0 125.0 30' 36' 42' 48• 54• 58' 60' 96' 125A 150.0 125.0 150.0 125.0 125.0 175A 150.0 125.0 150.0 125.0 125.0 125.0 150.0 125.0 150.0 125.0 125.0 125.0 150.0 125.0 150.0 125.0 125.0 125.0 150.0 125.0 150.0 115.7 116.7 Imo 150.0 125.0 150.0 70• 36' 42' 48• 54• 60• 114• 175.0 12s.0 125.0 1w.o 125.o Iw.O 125.0 125.0 30' 36• 42' 48• 54• 55• so. 102' 125.0 150.0 125.0 150.0 125.0 125.0 125.0 150.0 125.0 150.0 125.0 115.4 125.0 115.4 125.0 150.0 125.0 150.0 125.0 150.0 125.0 150.0 103.9 103.9 125.0 150A 125.0 150.0 30• 36' 42' 48' 54' 57' 120• 125.0 125.0 125.0 150.0 125.0 150.0 125.0 125.0 125.0 140.0 125.0 140.0 125.0 125.0 30' 36' 42' 46' 54' 60' 108' 125.0 150.0 125.0 150.0 115.1 102,3 115.1 102.3 125.0 150.0 125A 150.0 125.0 150.0 125.0 150.0 92.1 92.1 125.0 150.0 125.0 150.0 30' 36• 42• y' 54' 126' 125.0 t25.0 125.0 140.0 125.0 140.0 125A 125.0 125.0 140.0 125.0 140.0 113.6 113.6 30' 36• 42• 1. 49' 54' 60' 114' 125.0 150.0 ,25.0 150.0 "A NA 125.0 150.0 125.0 150.0 86.4 88.4 125.0 150.0 125.0 150.0 30' 36• 42• 48' 52• 132' 175.0 115.3 125.0 115.3 125A 150.0 12S.o 150.0 125.0 150.0 125.0 150.0 98.8 865 28.8 66.5 125.0 140.0 125.0 140.0 125.0 129.8 125.0 140.0 76.9 76.9 70' 36• 42' 46' 54• 57' 120' 125.0 150.0 125.0 150.0 30• 36• 42• IB' 50• 138, 121.1 100.9 121.1 lo0.9 125.0 150.o 125.0 150.0 125.0 130.0 121.11 1MO 36.5 66.5 125.0 1 140.0 125.0 ,40.0 75.7 75.7 125.0 130.2 123.0 140.0 69.9 69.9 1233 123.3 125.0 140.0 30' 36' 42' 18• 144• 1D6.5 106.6 30' M. 42' M. 54' 12e 125.0 150.0 125.D 150.0 88$ 86.8 125.0 150.0 125.0 150A 76.1 66.6 76.1 66.6 125.0 150.0 125.0 150.0 125.0 132.8 125.0 140.0 118.1 1110 125.0 140A 1. 36' 42' 46' 52' 132, 1210 1 1s0.0 125.0 150.0 150.0 125.0 150.0 136.3 125.0 150.0 121.0 125.0 1wA 111.7 125.0 140.0 30• 30' w• 42' 1. 50' 138• F02..2' 150.0 125.0 150.0 147.6 125.0 150.0 125.5 125.0 150.0 110.7 125.0 140.0 106.3 125.0 1 w.O 102.2 125.0 140A 30• 36' 39' 42' '0. 1µ, 125.0 150.0 125.0 150.0 125.0 135.E 125.0 150.0 L2s.0 125.2 125A 150.0 116.2 .2 116.2 125.0 140.0 101.7 125.0 140.0 INTERMEDIATE HORIZONTALS WIDTH (W) - Wt AT JAMB WIDTH (W) s W2 + W3 AT MULLION 2 W1 I W2 WIDTH (W) - W1 + W2 AT MULUON 2 E.S. WINDOWS DOOR SEE SEPARATE NOA I 10 10 6 JAMB 'JI' k 'J2' JAMB 'J3' Iz RY4 52 IN-3I Ix 6Y'4 SZ H-3 14.6111 4.6414 LILUMINUM 14,6125.62211 4.6414 3.7971.687 W +hSRi 29 7 8 7 a 7 a 8 6 IJULIJON 'Ml' MIMION 'M2' MUUJON 'M3' Ii xJ-{ Si IN"3 Iz N-4 SZ IN_3 IZ M-4 SZ 91'3 15.385 4..14fi NU r 15. 85 .546 AL MWUM 15.385 4.546 S L 3. 7 1. 75 EL 7.594 3.375 Kw+h;�2.9 �� • •ITO AL#hrnx29 37.407 •• ••• •• • • • •• •• • • • NOTE: • • • • • • • INTERPOLATION BETWEEN•WIDTHG ALLOWED•• • WIDTH (W) - Z1 + 42 AT MULLION ES. WINDOWS DOOR SEE SEPARATE NOA� \\ 1 PRODUCT REVISED as -plyin xilh the Flmidt • • • 000 Ill ldin8 Co�-i • • A -pulse• F pintioo I U N ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Wl W2 WIDTH (W) WI + W2 AT MUWON 2 m�V Z �n 0 yp (f Z do 0tio' CY 0 < Q: �z a W � CIS a W O E 3 YO. 70592 = RR s', S OF drawing drawing no. se. • °�:; W08-34 MUUJON DESIGN IDAD CAPACITY - PEF MAKI FOE DNEUL LAY, GLASS MULLIONS MULLION DESIGN LOAD CAPACrrY - PSF CHART FOR INSUL 1". MASS MULLIONS NOMINAL DIMS. JAMB 'J1' MIDL lull NOMINAL DIMS. IAMB 'J2' MULL'112' JAMB 'J3' MULL T13' yA1NH (N� FRAME HOOW EXT. (+) tlN. (-) FROM (M) FRAW HMff EXT. (+) NT. (-) E%1. (+) N7. (-) 30' 3e 4r 4r se 60' 108, 92.0 22.0 92k 92.0 3r 3r 42' 4e' 51V 5r W, 9o, 100.0 15MO 100.0 150.0 100.0 150.0 100.0 150.0 92.0 910 92.0 92.0 1 100A 150.0 10" 15o.0 100A 150.0 1000 150.0 92.0 92-0 02.0 92.0 100.0 150A 100.0 150.0 100.0 140.0 100.0 140.0 30 JB' 42' 4r 54' er 114' 9z0 22.0 100A 140.0 IM0 140.0 92.0 92.0 92A 92-0 M. 36' 42' 4e so Sr BO' 102' 100.0 130.0 100A 130.0 10o.0 150.0 100.0 150.0 22.0 9zo 92.0 92.0 100.0 150A 100.0 150.0 100.0 150.0 Imo 150.0 020 92.0 look 140.0 10o.o 140.0 30' 36' 42' 1. 54' 57' 120' 92.0 92.0 910 270 100.0 140.0 100.0 140.0 100.0 140.0 100.0 140.0 92.0 92.0 910 9z0 31Y 3r 42' 4r S1' Br 106' 1o0.0 150.0 100.0 150.0 100.0 150.0 100.0 150.0 92.0 663 9z0 663 Iwo 150.0 I= 150.0 100.0 150.0 100.0 150.0 30' 36' 42' Ir 54' 126" 92A 92.0 92.0 9z0 92.0 1o0.0 140.0 100.0 140.0 100.0 140.0 100.0 140.0 92.0 92.0 e2.8 M. 36• 42' 48' 49' 54' 5e' W. 114' 100.0 150.0 IM0 150.0 9z0 e2.e 100.0 150.0 1p0.0 150.0 100.0 150.0 Imo 150.0 JO• 36' 42' se' 52' 132' 92.0 92.0 92.0 92,0 100.0 140.0 100.0 140.0 100.0 140.0 100.0 140.0 92.0 e1.0 72.0 Oz0 61.0 I 12.0 /00.0 140.0 100.0 110.0 100.0 140.0 100.0 140.0 100.0 140.0 100.0 140.0 ]0' ]6' 42' 49" 50' 138' 92.0 92.0 30• 3r 42' 4r 54' 57' 120' t00A 150.0 mo 1150.0 Imo 150.0 100.0 150.0 r7l 81.0 70.9 65.5 WIG 150.0 100.0 1•.A.O 100.0 140A 100.0 140A 100.0 137.e 100.0 140.0 30' 3e 42' 144' 92.0 100.0 130.6 1DO.0 140.0 932 71.3 62.4 30, 3rImo 42' 4e SC 126" 100.0 150.0 100.0 150.0 150.0 100.0 150.0 100.0 150.0 100.0 I50.0 100.0 1339 100.0 140.0 100.0 119.0 100.0 140.0 M. 36 42' 4r 52' 132' 100.0 150.0 100.0 150.0 1DO.0 15" 100.0 150.0 1DO.0 f00.0 MI 1161 100.0 100.0 140.0 140.0 100.0 107b Imo 1379 30' 3r 42' 48' 50' 136' 1o0.0 150.0 100.0 150.0 Imo 135.9 100.0 150.0 100.0 116.5 100.0 140.0 100.0 101.9 100.0 133.0 97.9 97.9 100.0 127.6 3" 36' 39' 42• ,w 144' 100.0 140.0 10 00. 140.0 100.0 119.E 100.0 140.0 100.0 110.4 10MO 140.0 100.0 lOzs 100.0 133.7 e9.7 e9.7 100.0 117.0 INTERMEDIATE HORIZONTALS WIDTH (W) - W1 AT JAMB WIDTH on s W2 + W3 AT MULLION 2 E.S. WINDOWS DOOR SEE SEPARATE NOA • / J 1 W1 I W2 WIDTH (W) - W1 + W2 AT MULLION 2 6A JAMB 'JI' k 12' JAMB 'J3, Iz 91"'4 Sz RI" 3 Iz IN-4 sz 9r3 14.1989 4.5744 ALUMINUM 14.1989 4.5744 STEEL 2.197 1.172 TOTAL' 20.571 r ALW+o-m2u 7A BA 7A liA 7A SA 6A W MULLION 'MI' MULLION 'M2' MULLION 'M3' lr M'4 Sz IN" 3 • • • • = It14 01" 3• • • • IN" 4 I Sz IN-3 14.414 4.488 ALUMINUM •i.4•t •.48• U•II4I.y1 • 14.414 443488 STEE• �.197 •.17• 1•. • • 4.394 14 TOTAL • 0.7 • • TL• • • 27.158 EMT 2z9 • • ALW+1rm%z9. •• ••• •• • • • •• 3 ] C WIDTH (W) - W7 + W2 AT MULLION 2 4 E.S. WINDOWS DOOR SEE SEPARATE NOA1 / � 1 i L wt W2 WIDTH (W) _ " 2 AT MULLION ,,RO:XICT RFVISTD L, -ply'^E wild the Florida Buiwk* cods • • • • • • • Ecq md- Dee i • • • • • NOTE: • • • • • • • • • • • • • • • By M.' Pew 6'MOI INTERPOLATION BETWEEN WIDTHG ALLOWE[DI • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �U pv Z � Qf =a � 10L 00 L 08 O O g 1 Q g FY 0=0J n N U. O0< J1 Q W F" W f \"w eA. I,� L. J ^r74fAi, i g T0592 '• _' ;VATS OF �� drawing no. HEAD/Sal ANCHOR DESIGN LOAD CAPACTTY - PSF HEAD/SIM ANCHOR DESIGN LOAD CAPACITY - PSF w EXT.(+) A: INT.(-) EXT.(+) k INT.(-) NOMINAL DIMS. TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'D' NOMINAL DINS. TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'D' o WIDTH (W) FRAME HEIGHT A3 A4 AS B3 B4 B5 C3 C4 C5 D3 D4 D5 WIDTH (W) FRAME HEIGHT A3 A4 A5 B3 B4 B5 C3 C4 C5 D3 D4 D5 Z ! 3 30, 150.0 150.0 150.0 150.0 150.0 150.0 120.0 150.0 150.0 150.0 150.0 150.0 30' 120.0 150.0 150.0 136.0 150.0 150.0 78.0 105.0 131.0 129.0 150.0 150.0 y 0 F g 36' 36' o 150.0 150.0 150.0 150.0 150.0 150.0 100.0 134.0 150.0 1`W.0 150.0 150.0 100.0 133.0 150.0 113.0 150.0 150.0 65.0 87.0 109.0 108.0 144.0 150.0 42' 90, 131.0 150.0 150.0 149.0 150.0 150.0 86.0 115.0 143.0 142.0 150.0 150.0 42' 138' $5.0 114.0 143.0 97.0 129.0 150.0 56.0 75.0 93.0 92.0 123.0 150.0 IL n 115.0 150.0 150.0 130.0 15D.0 150.0 75.0 100.0 125.0 124.0 150.0 150.0 75.0 100.0 125.0 85.0 113.0 141.0 49.0 65.0 82.0 81.0 108.0 135.0 48' 48' 0 102.0 136.0 150.0 116.0 150.0 150.0 67.0 89.0 111.0 110.0 147.0 150.0 72.0 96.0 120.0 81.0 109.0 136.0 47.0 63.0 78.0 78.0 1D4.0 129.0 54, 50 60' 92.0 122.0 150.0 104.0 139.0 150.0 60.0 80.0 100.0 99.0 132.0 150.0 30' 36' 1u, 115.0 150.0 150.0 130.0 150.0 150.0 75.0 100.0 125.0 124.0 150.0 150.0 C j N n 30' 150.0 150.0 150.0 150.0 150.0 150.0 113.0 150.0 150.0 150.0 150.0 750.0 96.0 128.0 150.0 108.0 144.0 150.0 63.0 84.0 104.0 103.0 138.0 150.0 144.0 7S0.0 150.0 150.0 150.0 150.0 94.0 125.0 150.0 150.0 150.0 150.0 82.0 109.0 137.0 93.0 124.0 150.0 54.0 72.0 90.0 89.0 118.0 148.0 36' 42' a ¢O M g 123.0 150.0 150.0 139.0 150.0 150.0 81.0 107.0 134.0 133.0 150.0 150.0 72.0 96.0 120.0 81.0 108.0 135.0 47.0 63.0 78.0 78.0 103.0 129.0 42' 48' 0 y p Q 48' 96• 108.0 144.0 150.0 122.0 150.0 150.0 71.0 94.0 118.0 116.0 150.0 150.0 N 54' Q W 96.0 128.0 150.0 108.0 144.0 150.0 83.0 84.0 104.0 103.0 138.0 150.0 86.0 115.0 144.0 98.0 130.0 150.0 55.0 75.0 94.0 93.0 124.0 150.0 60, LL 2 9) .I O 6 30' 750.0 150.0 150.0 150.0 1 150.0 150.0 108.0 142.0 150.0 150.0 150.0 150.0 36' Q w 01 i 135.0 150.0 150.0 150.0 150.0 150.0 88.0 118.0 147.0 146.0 150.0 150.0 42' 02' 116.0 150.0 150.0 131.0 150.0 1 150.0 76.0 101.0 126.0 125.0 150.0 150.0 0 107.0 135.0 150.0 115.0 150.0 150.0 66.0 80.0 111.0 709.0 148.0 150.0 48' = n 90.0 120.0 150.0 102.0 136.0 150.0 59.0 79.0 98.0 97.0 130.0 150.0 54' INTERMEDIATE n 60, HORIZONTAL ANCHORS TYPES: SEE SHEET 7 FOR DESCRIPDON 81.0 105.0 135.0 92.0 122.0 150.0 53.0 71.0 88.0 88.0 117.0 146.0 30, 150.0 150.0 150.0 150.0 150.0 150.0 100.0 134.0 150.0 150.0 150.0 150.0 36' A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 128.0 150.0 150.0 144.0 150.0 150.0 84.0 111.0 139.0 138.0 150.0 150.0 109.0 146.0 150.0 124.0 150.0 150.0 72.0 95.0 119.0 118.0 150.0 150.0 42' B3 = 3) ANCHORS TYPE'B' AT EACH SIDE OF JAMB AND MULLION 'C' .., 98.0 128.0 150.0 108.0 144.0 150.0 63.0 84.0 104.0 103.0 138.0 150.0 48' 108' C3 = 3 ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION i 'D' U J 54' D3 (3) ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION 3 85.0 113.0 142.0 96.0 128.0 150.0 1 56.0 74.0 93.0 92.0 122.0 150.0 ft A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION g N N 77.0 102.0 128.0 87.0 116.0 144.0 50.0 67.0 84.0 83.0 110.0 138.0 60, B4 = (4 ANCHORS TYPE 'S' AT EACH SIDE OF JAMB AND MULLION 'C' uj '^ 0' 01 '- 30' 145.0 150A 150.0 150.0 150.0 150.0 95.0 127.0 150.0 150.0 150.0 150.0 36' C4 = (4 ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION D4 = (4 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION I � p � � { Z 121.0 150.0 150.0 137.0 150.0 150.0 79.0 106.0 132.0 131.0 150.0 150.0 Ill W2 W3 3 J " 104.0 138.0 150.0 117.0 150.0 150.0 68.0 90.0 113.0 112.0 149.0 150.0 42' 114• �I A5 = (5).ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION g 3 Z - V 91.0 121.0 150.0 103.0 137.0 150.0 59.0 79.0 99.0 98.0 131.0 150.0 48' B5 = (5 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION 'C' ^ _ n " 81.0 107.0 134.0 91.0 122.0 150.0 53.0 70.0 88.0 87.0 116.0 145.0 54' WIDTH (W) = WT C5 = (5 ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION 'D' _w uj 0 m Q AT FRAME JAMB D5 = (5 ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION 41 v1 73.0 97.0 121.0 82.0 109.0 137.0 47.0 63.0 79.0 78.0 104.0 131.0 60' _ W2 + W3 ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. WIDTH M m r 30' 138.0 150.0 150.0 150.0 150.0 150.0 90.0 120.0 150.0 149.0 150.0 150.0 115.0 150.0 150.0 130.0 150.0 150.0 75.0 100.0 125.0 124.0 150.0 150.0 36' UL 2 AT FRAME MULLION 98.0 131.0 150.0 111.0 149.0 150.0 64.0 86.0 107.0 106.0 142.0 150.0, 42' 120' 86.0 115.0 144.0 98.0 130.0 150.0 56.0 75.0 94.0 93.0 124.0 150.0 48' 77.0 102A 128.0 87.0 116.0 144.0 50.0 67.0 84.0 83.0 110.0 138.0 54' ^ R 73.0 97.0 121.0 82.0 109.0 137.0 47.0 63.0 79.0 78.0 104.0 131.0 57' p 6 0 € 30' 131.0 150.0 150.0 149.0 150.0 150.0 85.0 115.0 143.0 142.0 150.0 150.0 109.0 146.0 150.0 124.0 150.0 150.0 72.0 95.0 119.0 118.0 150.0 150.0 36, m o ? 94.0 125.0 750.0 106.0 141.0 150.0 61.0 82.0 102.0 101.0 135.0 150.0 42' 126' I� � 82.0 109.0 137.0 93.0 124.0 150.0 54.0_ 72.0 i 90.0 89.0 116.0 148.0 48' 54' 73.0 97.0 121.0 83.0 110.0 138.0 48.0, 64.0 80.0 79.0 105.0 131.0 c o 0 a ^ _ 30' 125.0 150.0 150.0 142.0 150.0 150.0 82.0 109.0 137.0 135.0 150.0 150.0 38' • • 090 • • • • • • •- 104.0 139.0 150.0 118.0 150.0 150.0 68.0 91.0 114.0 113.0 150.0 150.0 89.0 119.0 149.0 101.0 135.0 150.0 59.0 78.0 98.0 97.0 129.0 150.0 u ` m 42' • • • • • • • • • 78.0 104.0 130.0 89.0 118.0 148.0 51.0 68.0 85.0 85.0 113.0 141.0 'm • • • • • • • • • • • `\\\,�TT•t1 w" ///' 72.0 96.0 120.0 82.0 11D9.0 136.0 47.0 63.0 79.0 70.0 104.0 130.0 52' • • • • • • • • • `, JI^":•.. i I - i n REVISED _ 7042 PRODUCT u :omdY^r9 wish M• Florida •• •••• • • s s ••• ••• ••• A<'1Na • • • � •• • • • • • U= O �' T'EOF �14- drawing no. Dv I Miami / P�� s I rahrcl C0Mro7 �� W08-34 INTERPOLATION 4BETWEBN WIDTH*4CA HEISHTS ALLOWED. •i ALry\\� I• //III111111\\ sheet 5 Of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • • ••• • • • • ••• £L)D 9 laays \UuuIN . a •ou 6.,MD,p �/n; dp mVit .y IWG ww«I d • • • • • •• e I •; gd' ►L G apoJfurl.U••• ••• ••• • ••• •• N "P.wm „ l %I- 9mdid— sc CBSIn3a.LXICIOW o � N • a'SN37r i�( •• • • • •• •w• •• ///�tl ��`` • • • • • • • • • • • 6i %1154�WfN4 6i %lLi4X!, 'OZri£'Z t6C"h nfl99i't tLYtl [,J✓I z$ Y.�I ij f_W i$ t„W zI C,JII i$ h„W zf .can, NOrnaR .Zan, NOrflflx Jan. 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TLII[ Zan, 'clan ran. Tlfln dSd-=3YdY3 aYOT Noma NOrrmn NOOa TYPICAL CHHORS G N n[e u ` FOR SPACING LAMINATED GLASS SEE r V. • • FOR SPACING • METAL STRUCTURES NOT BY E.S. WOW. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. rTYPICAL ANCHORS: SEE ELEV. FOR SPACING I TYPE •A — — — — — — — — — 1/4' DIA ULTRACON BY 'ELCO' (Fu=177 KSI. Fy-155 KSI) DIRECTLY INTO CONCRETE (3000 PSI MIN.) WITH 1-3/4' MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES LIINTO CONCRETE=2-1/2' MIN. 5/16' DIA ULTRACON BY 'ELCO (Fu-177 KSI. Fy-155 KSI) DIRECTLY INTO CONCRETE (3000 PSI MIN.) WITH 2' MIN. EMBED INTO CONC. ANCHOR EDGE DISTANCES _INTO CONCRETE - 3-1/8' MIN. — _ — — — FmE ,C• — — — — — — — — . — #14 SMS OR SELF DRJWNG SCREWS ST/ST (Fu-100 KSI. Fy-65 KSI) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) STEEL: 1/8' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE= 1' MIN. — — — — — maE ,D, — — — . _ _ — — — — j14 SMS OR SELF DRIWNG SCREWS ST/ST (1-100 KSI, Fy-65 KSI) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/4' THK. MIN. (6063-T5 WIN.) STEEL' 1/4' THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES I INTO METAL STRUCTURE= 1' MIN. — — — — — o� e� ry O � MH o G"n� 0 a 0 t r, Ic J Z y� O N Q W LL o u. Z0�g abaft SEALANTS: �mphn� ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF I • • GLVVG BEAD TO FRAME SEALED WITH SILICONE SEALANT. ol30' • • • • • • `7111111t1//+yy A I • • OMM.• GLASS • Toga ul PPODUCTREVISFMD complyillp wish UmFbrida ` - i j ituila.e nccepunAe No� ' �i 1 a 06 ••. ' 6 TE HOF !(y�� drawing o no. Ijx(IiH]It [}Ale q\'.• _� 1/4- MAX. w SHIM 1/2- MAX. pj SECURED JAMB O O UNSECURED JAMB SHIAf 9 7 B 10 p Z w 3 Q b K 1 3/4- Q•c ry• 3 r I 1 i/1 Q �rYK W y O • �O • _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C o ❑ <W LL=o • I Q W 01 f LD.L. OPG. � D.L. OPG. SILICONE P METAL VERTICAL FRAME ENDS EXTERIOR SILICONE JOIM SEALED WITH SILICONE SEE SHEET 11 I STRUCTURES MIN k MAX. Z FRAME WIDTH _ GAP JSEE SHEET 11 JAMB ANCHORS SEE ELEVATIONS FOR SPACING 3 U FOR CHART 1/2- MAX- p) SECURED JAMB O O UNSECURED JAMB 3 J 51111� S (n to a n 0 • I� Q a M I I 0 I �� 3z4n I • Lj yJW� . •/ N W ..L. OPG. _ I D.L. OPG. _ L SILICONE I oI VERTICAL FRAME ENDS EXTERIOR $BEGONE ET II SEALED WffH SILICONE SEE SHEEP 11 I MINkMAX.—/ GAP•••••.•SE SHEET 11 m • • • • • • • • • IAlllll 111///ll r—�AN i a PRODUCT REVISED 709D2 - .. ss—plykq-Ih the Florida •• •.• • ••• ••• ••• 6.0dol Code / . . Ac ept.we No 4J 0 - •• • • • • • m� owe OF . • • • • b!? off�..: ��':� W08-34 • • • • • • • • Mum �bi1 C r r� 777S�ONA1 11`;\`� sheet 8 of 13 JAMB ANCHORS DESIGN LOAD CAPACITY - PSP 1/4' MAX. SHB[ SPACE D/B' YAY. SBDd SPACE 1/2' MAX. SKIM SPACE ANCHORS 'A', 'B' k 'C' ANCHORS 'B' ANCHORS 'A' ANCHORS B' N1DTH (W) �.(+) MT.(-) EXT.(+) M1T.(-) EXT.(+) ENT.(-) EM.(+) IM.(-) 36' 150.0 E123.4 150.0 96.3 150.0150.0 150.0 82.5 150.048 150.0 130.0 72.2 /37.1 54' 150.0 82.3 150.0 642 121.8 BO' 150.0 74.0 139.3 57.8 109.7 :::IY�.:L J•.. 19PL:— • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • W 0 o SEE SEPARATE NOA FOR DESIGN LOAD Z tlN Hin G CAPACITY OF DOORS AND DOOR ANCHORS. � � e LOWER VALUES FROM DOORS NOA oa I ` ci OR WINDOWALL SYSTEM CAPACITY CHARTS W pi p i l WILL APPLY TO ENTIRE SYSTEM. O t2m J J v �� arcME oarr. <py Ul LL tl �Oyy 2 16 r0V W� E h o Ij II I� II II II II II h II II II II SMS 1�•�. "l�L------ � Ili`-___ _I -=2- ,�_--IJ12 X -__ AT 2' FROM ENDS U I AND 16' O.C. MAX. III I I o J w �IIT III I I I III I 3 (n N N - m" of V Ilru------ 1�1 h m 0 I I III I W III III 1 Z n I li' I 'IyII IiI p 1 S 3 Z n 11 ICI �� I p lil ICI �� I N O R a I IIIII� 111 I III aQ� 1 I� tll ap�n I In Q I L______J I Yp� I I11 L____J g�jOr 1 "yf W M-m wi II I'll rra I 111 'I'a�5 I 0 '^II ]�Z: I 3yW� z ' 11 II IIII r r 11 1 1 II 1 9_I� I 11 I I IIII I W9��F I O y G �I I X I I Sp Ij I I IIII �§ W C Q$ qqw gg II I I X I I Z7uWi I II I I I111 I 7]vWi I o �a _II I l p I! I I 11 II I111! I Q I LAMINATED GLASS INSUL. LAM. GLASS c cvl"- " oo-AAA ale sly • . •. . . • • • } PRODUCTREVISED No. s �' as —plres • nh thi Florida - Yt . {r = S 'Y •• ••• • • •• ••• ••• lluildiC-k • • • • • • • Ei-241—c' •• • • • • ••• • • •••is„ �� „ sheet 9 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WNHOUT REINF. ©SEE SHEET 6 FOR CAPACITY #12 X 3/4' SMS AT 5-1/2' FROM ENDS AND 15' O.C. MAX. WTTH REINF. ©SEE SHEET 6 FOR CAPACITY WRHOUT REINF, G` SEE SHEET 6 FOR CAPACITY —_____________ MWII—DARE COUNTY APPROVED II I I LARGE MISSI E IMPACT RESISTANT DOOR _ I I SEE SEPARATE NMOF�y�fR I DOOR RATING AND AN.S I_______________ '1L 1 1 I . iL a .a s :a -- ill I ----------------- 1 ' 1 7 ___—___—__ MIAMI—DARE COUNTY APPROVED I URGE MISSILE IMP. ,�T RESISTANT DOOR ___� I SEE SEPARATE NOAiFOR i6\ DOOR RATING AND yETHLS -------------- I I I LL----------- ---------- EXTERIOR j12 X 3/4' SMS EXTERIOR AT 5-1/2' FROM ENDSJ AND 15' O.C. MAX. WITH REINF. G SEE SHEET 6 TA FOR CAPACffY ISA i I I 1 ~------------- S f ( I I S I VV✓' IL 1_'--_ -------_y ---- — ------ IF T II_� _— LL_______________i L- ��_ -1________-j________�_ EXTERIOR EXTERIOR LAMINATED GLASS • • IN�UL.. L$M. GLASS • •• • • • • ••• • • • • • • • • • • • • • PRODUCT REVISED SEE SEPARATE NOA FOR DESIGN LOAD ►a compying with tls Flai6a CAPACITY OF DOORS AND DOORS ANCHORS. • • • • • • • • • • 3.ildi g CMe / _ 1418. t • • • • • • • ncce(winm Nn LOWER VALUES FROM DOORS GNOA • • • • • E`pifa11mD10` OR WINDOWALL SYSTEM JCfa CFI�VS • • • : • • : • : • Dy 4' WILL APPLY TO ENTIRE Ey. • • • • • • • " ""' ' j ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �V Z q� IC H Cthn 0:",j t 0 mog 0 -3 RR JOJ Q W .4 Igpg LL =y—p C Jom_p1 Q W W f F 1 uDrrlsF44 •• o —\I'*. 70M ��J OF•!(7� drawingo no. OR1DE'••' \_� .,... •�.. W08-34 UNANCHORED JAMB DEFLECTION AT 100 PSF DESIGN WIND PRESSURE DEFLECTION - IN. (CHART D100) NOMINAL DIMS. LAM. GLASS INSUL TAM. GLASS WIDTH (W) FRAME HEIGHT MY. REINP. REINP. REINF. 30' 36• 42- 48- 54' BO' 96, .079 .045 .G8i .056 .095 .054 .097 .057 .110 .063 .114 .078 .126 .072 .130 .090 .142 .081 .14E .101 .158 .090 .162 .112 30' 36' 42' 48' 54 60' 102' .100 .057 .103 .071 .121 .069 .124 .08E .141 .080 .145 ADO .161 .092 .165 .114 .181 .103 .186 .128 .201 .115 .207 .143 30• 36' 42' 48' 54- 80' 108' .126 .072 .130 .090 .152 .006 .156 .108 .177 .101 .182 .126 .202 .115 .208 .14.4 .2.27 .130 .234 .161 .253 .144 .260 A79 30` 36' 42' 48- 54' 60' 114' I .157 .089 .161 .111 .188 .107 .194 .134 .220 .125 .226 .156 .251 .143 258 .178 .282 .161 .290 .200 .314 A79 .323 .223 30' 36' 42' 48' 57' 120' .192 .110 .198 .137 .231 .132 .238 .164 .269 .154 .277 .191 .308 A 76 .317 .219 .365 .19E .376 .260 30' 36' 42' 48' 54' 126' .234 .133 .241 .166 .251 .160 289 .199 .328 .187 .337 .233 .374 .213 .385 .266 .421 .240 .433 .299 W. 36' 42' 48- 52' 132' .282 .161 .290 .200 .338 .193 .348 .240 .395 .225 .406 .280 .451 .257 .464 .320 .488 .278 .503 .347 30' 36' 42- 48' 13B' .337 .192 .346 .239 .404 .230 .416 .287 .471 .269 .485 .335 .539 .307 .554 .383 30' 36' 42' 48' 144' .399 .228 .411 1 .284 .479 .273 .493 .340 .559 .319 .575 .397 .639 .364 .657 .454 WITH OR WTRNOUT LOAD (P) UNANCHORED JAMBS MOVEMENT AND JOINT SEALANT DETERMINATION CHART D100 AT LEFT TO BE USED TO DETERMINE JAMB DEFLECTION AT 100 PSF DESIGN WIND PRESSURE FOR ANY OF THE POSSIBLE UNANCHORED CONDITIONS. THIS VALUE CAN BE USED TO DETERMINE THE ACTUAL PROJECT DEFLECTION USING INSTRUCTIONS SHOWN BELOW. USING GAP/DEFLECTION CHART DETERMINE THE MAX. DEFLECTION ALLOWED FOR THE GAPS SHOWN FOR TWO SEALANT TYPES. INSTRUCTIONS: TO OBTAIN DEFLECTION AT PROJECT 1. DETERMINE APPLICABLE JAMB (UNREINFORCED OR REINFORCED) 2. OBTAIN REQUIRED DESIGN WIND PRESSURE 3. READ DEFLECTION AT 100 PSF (D1OO) FROM CHART AT LEFT. 4. OPTAIN PROJECT DEFLECTION (PD) PD = 100 X D100 (PD MUST NOT EXCEED L/160) 5. FROM CHART BELOW DETERMINE MAX. DEFLECTION ALLOWABLE FOR A GIVEN PROJECT GAP AND SEALANT TYPE. LAMINATED GLASS Ix = 14.611 in-4 UNREINFORCED _ Ix - 25.622 in-4 (IN TERMS OF ALUMINUM) REINFORCED SELL CHART • LEFT Ix = 25.622 in-4 GAP/DEFL CHART (IN TERMS OF ALUMINUM) Ix - 14.611 in-4 REINFORCED DE- UNREINFORCED .433' . .649' F..25- B00• .800"IN.MAX. z00 NOTE: .BDD' DATA IN THIS SHEET MAY BE USED TO QUALIFY SEALANT MAXIMUM GAP - I' TO BE USED AT UNANCHORED JAMBS. MINIMUM GAP - 1/4- MAX. MOVEMENT CONSIDERED=100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND EXAMPLE:. APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO FOR A GAP OF 1/2- SUBSTRATE do WINDOW WALL MATERIAL/FINISH AND MAX. DEFLECTION ALLOWED = .800' FOR 100% STRETCH•stALtNT• • • • • COMPLIANCE FOR WARRANTY. • • • • • • • • • • • • 0111111111 PRODUCTREVISPD Z 70592 ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD • • • • • • • • • • • • • • • - c rA)mg wiN ds Flofi& �cCCe4n�E Cnde 11 N" l � , `18• Og - i I / t BASED ON MANUFACTURER GUIDE UNES. • GAPS LESS THAN 1/4' MAY BE DESIGNED BY • • • • • • `\ ii- . 'ii • • ENGINEER OF RECORD BY THE USE OF BOND • • • • • • • • • • • • • • • • • • D 4�' .j Mi mnir Prnhn i� S OT;.•' \�� • ' \\ BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. • • 000 • • • rBOA A1.fill1�1.\`\\\\ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n J 3- zi3 g � N N Y n 00Cn 1 0 l m c Z3J 0 8 3, 2E V O - R (Y) In 6.032 - 5.947�4� I� TYP. 1.488 2.500 II I� F�4.947 (D FRAME HEAD/SILL (LAM. GLASS) 6.032 I 5.947 094 TYP. 1.468 2.500 I I� M- 4.225-I 1A FRAME HEAD/SILL (LAM. INSUL. GLASS) 1� 1.875 ---y .094 TYP. 4.962 6.141 0 SECURED JAMB (LAM. GLASS) 1.875 .094 TYP. 4.240 6.141 1.722 9A SECURED JAMB (LAM INSUL G 5.972�{ fl-_L 2.500 468 ,.1 M 4.947 �f O5 INTERMEDIATE HORIZONTAL (LAM. GLASS) 5.972 -{ 094 I, 2.500 1.468 �II F--4.225 ------- (8 INTERMEDIATE HORIZONTAL (LAM. INSUL 4.962 ,.Ooo 094 TYP. 6.141 .188 .094 In 10 UNSECURED JAMB UNSECURED JAMB MALE MULLION 7 1 v INSUL. GL) MALE MULLION (LAM. INSUL I� 4.947 TYP. I� . 2500 1.468 8.032 Q-6) TRANSOM MULLION (LAM. GLASS) I-�4.225-{ (2) I� ( 2.500 1.48E 6.032-�i-ll. ® TRANSOM MULLION (LAM. INSUL. GLASS) 1.75/�1 ,lgg 1 r.500 .094 Fr 4.962 6.141 4.500 - -1 FEMALE MULLION (LAM. GLASS) REINF. BAR (LAM. GU �-1.751--j r.188 m e p I -1 r-.500 094 • • • • • 4940 • • 6.141 • • • • • • • • 3.7j10 • i• 1.722 •• • • • •• ••• ••• FEMALE MULLION (LAM.;ML. GL) RFAF. mot (LAM. INSUL CLASS • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I'--3.610--q .156 1.406 3.238 04 ANCHOR BASE .344 2I 078 TYP. .163 (2)GLAZING STOP 1.7071 .563 124 TYP. 2.215 ® SNAP COVER PRODUCT RFVISW :' co PlYi%-M dr FWida rluilde'B Code = {7 uI3 a o og� q�qA - i t I70 Z Sn 6i TE OF ""1•°�.'� droving W08-34 no. 11'EY N0. PART NUMBER 4� W m 3 i F z�� I�WY� O C 1 v O QW�Tiu . BS r� J C7 itlai Q n o R 3 S i v) to H O° In � � M m i2� W vi�� Li i M n< O I� g , BBq R RR U S C qq C U aa Ppry7 w , 3 g �. x�cemdYR• FtrLe' D.Iwiaa •• ••• • ••• •1• ••• A«VW— I drawing no. • • • • • • • �, � �'• A OF • • . • • .• • • .. • • • Dv .. ,,,N.,, .a<Pr<a�,c; pL ��(/�� S • Rb�ItD�. ' W08-34 • • 0641, • •. • • L• t= �L� �A�AA��'PLLL��` sheet 13 of 13 QUAM7'TY DL4PT7 CRI0N MATERIAL MANF./SUPPLBR/nauAarc 1 E570018 AS REOD. FRAME HEAD/SILL (LAM. GLASS) 6005-73 - 1A E57021B AS REOD. FRAME HEAD/SILL (INSUL LAM. CLASS) 6005-T5 - 2 E57006 AS REOD. GLAZING STOP 6063-T6 - 3 E57003 AS REOD. SNAP COVER BOBS-TS - I i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n I oapD 3A 3 13A 13A O 0 '/• ACCESS HOLE a Q 0 °0 8 Q � 6 �zm QWOE � 0 TOP do BOTTOM CORNERS' n TOP do BOTTOM CORNERS n 3. J� S vi t � 13 = o 0' g� A Z zd 3-j14 /• ACCESS HOLE `a BAR 0 0 sas_ • .•• • • • • • • . . • wg<m • . •• 0, ••i i i•i • ```111UI IAli AH 1"t n • • • • • • • • • • �Q:• cfN3�c PRODUCT RIiVISF� � �� PSY^•witll dm Florido / 117i1.592 Bwldie6 Codc / : _ c Accgx�oe rao -1218. 08 _ Y44t : �7 = o Y g HORIZONTAL CORNER • • • FT0�2�LONTAI, L�ORNIC • •: • •: • i3y D° •• • • • • • OY drawing no. • • • • • • • • • Aasn vroduct c�.ny( '., AZ ' 0�� . . .. •. •• •• p� W08-34 • • :0. • • • ' �iI111 11111t� ` h,,tl 3.1 ofl3 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • M7 I MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy E.S. Windows, LLC ' ...... 3550 NW 49' Street Miami, FL 33142 ' ...... . ....% SCOPE: •..:•. • . ° This NOA is being issued under the applicable rules and regulations governinj tha use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County*PER- Product Control Section to be used in Miami -Dade County and other areas where&A by the Authority • •: • • Having Jurisdiction (AHJ). .. .. .. .: ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dads 114ty ProducfControl • Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) resarya Ilk right to have this product or material tested for quality assurance purposes. If this product or mate*rial fails to perform in the accepted manndr, the manufacturer will incur the expense of such testing and th e �3 may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code. including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion - L.M.I.I APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Colombia, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 18-0205.05 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 Manuel Perez, P.E. NOA No. 19-0405.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 Y5112 R Page I E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. .000:0 � • � • (Submitted under NOA No. 04-0712.01) ' 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheens • 1 thro;jAol oof 9, ....:. dated 04/26/04, with revision H dated 01/17/18, prepared by It?FUooq Corporation,: g • • • signed and sealed by Javad Ahmad, P.E. ...... .... . ..... (Submitted under NOA No. 18-0205.05) • • • • • • • • • .. .. .. .. ...... B. TESTS •••••• 1. Test reports on: 1 Air Infiltration Test per FBC TAS 202-94 • • • • : • P ) � P � ...... 2) Uniform Static Air Pressure Test, Loading I;er 0C TA$ 202-94 • • • 3) Water Resistance Test, per FBC, TAS 202-94 • • : . ' 4) Large Missile Impact Test per FBC, TAS 201-94 0000 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P.E. (Submitted under NOA No. 04-071Z 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61' Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 18-0205.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 ManuelCEx'a P.E. Product Contro iner NOA No.405.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6'h Edition (2017), and of no financial interest, dated January 12, 2018, issued by Al-Farooq .CorWrationZ signed and ...... sealed by Javad Ahmad, P.E. .. (Submitted under NOA No. 18-0205. 05) • • • • • • 0 0 0 0 0 0 0 0 . % 2. Laboratory compliance letter for Test Reports No. FTL-3810, tidtelf 05/ 16/03; 0 ; • 0.0 FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, ali issuad by lejaes tration' • Testing Laboratory, Inc. and all signed and sealed by Joseph C. M P.E. • � 0 0 0 : 0 0 . (Submitted under NOA No. 04-0712.01) ' .. .. .. .. ...... G. OTHERS • • • • • • 1. Notice of Acceptance No. 14-0731.06, issued to ES Windows, LLC'for their Extruded ;. • •; Aluminum Tube Mullion— L.M.I., approved on 09/16/14 and expiring on V9/1Ii19. ' Manuel Per P.E. Product Control finer NOA No. 19-0405.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E-2 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None •••••• B. TESTS •••••• • 1. None """ • C. CALCULATIONS • • • • 1. None .. .. .. .. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resourdes (�R) ' E. MATERIAL CERTIFICATIONS • • • • 1. None F. STATEMENTS 1. Statement letter verifying conformance to FBC 6' Edition (2017), issued by Al- Farooq Corporation, dated March 28, 2019, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 18-0205.05, issued to ES Windows, LLC for their Clipped, Extruded Aluminum Tube Mullion - L.M.I., approved on 03/08/18 and expiring on 09/16/19. Manuel P e P.E. Product Control xa iner NOA No. 1 05.10 Expiration Date: September 16, 2024 Approval Date: May 30, 2019 E-3 MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MINAI-DARE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULUONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE 2017 (BTH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (NVHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. IFFY OR 29Y 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 DES04 OF ANCHORS INTO WOOD ONLY, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG 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 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS STEP 1 DETERMINE DESIGN LOAD REQUITED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MUAII—DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET J SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEPS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1Z. ••• `i"'i'i�Y'1 .JCL_ ,• •• P /jQ24• • AII111 • • OM... •air�nc�y : • • `�� JAY"' • � R• PRODUCT REVISED BeBdev CcdeeH•tbe Flrride _T • • • • �e^�P�Q>p OD 1 • • & OAAtIe Ki \\\k B • � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • it- Z w 0 � 2 40 d g" e zoo 0 vo2 z C o�ogysy °z�ZoR LLiy�w o$ J Q WO�iE n I Z O _J U W J I,m K Q a n Z z -3: J O Q LEI n o •I gp' a OFF drawing9 no. M04-04 --I 1.000 `- -•I 1.000 . �.125 323 y 1.D00 j- �y 1.D00 r t25 .336 I .125 ., 25 4.000 1u 4.000 3.D00 3•DOO .125 33B L.323 i L----i L I Ix = .950 tt!\4 Ix 2037 urµ Is = 1.466 IN\4 Ix = 2975 IN\4 SZ - .977 N\3 Sz 1.487 NN\3 Sz .634 IN\3 Sz 1.018 N\3 1 X 3 1 X 4 1 X 3 1 X 4 STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION 5063-T6 6D61-T6 6063-T6 e063-T6 IX 1.467 w\4 Sz - .978 H\3 2 X 3 STD. MUWON 6063-T6 Ed MIN. EDGE DIST. 1/2` FOR 1/4' DP. ANCHORS 5/8FOR 5/16• DIA ANCHORS ANGLE CUP BO53-T5 Ix 2.976 IN\4 Sz = 1.488 IN\3 2 X 4 STD. MULLION 5 1•a Ix 5.204 M4 S. = 2.082 IN\3 2 X 5 STD MULLION 606}-T6 Ix - 8.276 1N\4 Sz 2.758 r4\3 2 X 6 STD. MULLION 6063-T6 Iz 15.203 M4 Sz - 5.068 iN\3 2 X 6 HEAVY MUWON 6063-T6 NOTCH NOTCH OPTIONAL 1/2` OPTIONAL Tyr' &ETdyp�� Ed - MIN. EDGE DIST. Ed. Ed - WN.EDGE OIST. 1/2• FOR 1/4' DW ANCHORS 1/2` FOR 1/4- DEl ANCHORS 5/8- FOR 5/16- DVS ANCHORS 5/8- FOR 5/16- Dbl ANCHORS. MUWON CLIP MULLION CLIP 6063-T6 • • • • • 60fi3-Tfi 1tO0LYTRFt4t'Apy ev!'1!y+115 tk< rurw ;rw-4 I4i� 2� aF zR J oGnn 0 0 a. 0 C -6 ti Q vI�W) o LL Z_ ya�Qe R 2 w I I REVISED p�/q • • • j • • � : •�� drawing no. i". • • N fir: • • • • //// 1111111 sheet 2 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE WITUIONS) DESIGN LOAD CAPACITY - PSP (TUBE MINIONS) U 1IIND0II DMS. 1 Y9 STD. 1 Z4 STD. 1 Y 3 CUSTOM 1 X 4 CUSTOM 2Y 5 STD. 2%8 STD. 2Y 8 HEAVY DOE D1aS. lZ 3 STD. 1I4 SID. 1 X 3 CUSTOM 1 X 4 CUSTOM 2Y 5 STD. 2Y6 STD. 2Y a HEAVY WINDOW DIMS 1 X 9 STD. 1 R4 STD. 1% 3 CUSTOM 1% 4 CUSTOM 2R5 STD. 2 X6 STD. 2R 8 BEAVY 1� �4 o • o n W[RH (MJ MULL SPAN 2X9 STD. 2Z4 STD.. WIQiH (W) MlX1 SPAN 2X3 STD. 2X4 STD. WIDTH (W) MULL SPAN 2X3 STD. 2 X 4 STD. Z a 19-7/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 75Z 143.0 116.2 150.0 150.0 150.0 150.0 19-1/8" - 38.2 27.5 55.9 97.7 150.0 150.0 2 e°i • p 26-1/2' JO' 25-1/2' W. 37" 42' 26-1/2' 30' 37' 42' f L C C C W � G W p 3 1 150.0 150.0 150.0 150.0 15D.0 150.0 150.0 543 103.2 83.9 146.6 150.0 150.0 150.0 - 27.6 - 40-1 70.5 110.8 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 48.0 91.1 74.1 129.5 150.0 150.0 150.0 - 24.4 - 35.6 62.3 97A 150.0 37' au 150.0 150.0 150.0 150.0 150.0 150.0 38.9 73.9 60.1 105.0 150.0 150.0 150.0 - - - 28.9 50.5 79.3 145.1 42 150.0 150.0 150.0 150.0 150.0 150.0 150.0 34.3 05.1 519 92.5 142.5 1500 150.0 - - - 25.4 44.5 69-9 127.5 140.6 150.0 150.0 150.0 150.0 150.0 I50.0 30.0 57.0 462 81.0 124.7 1500 150.0 - - - 22.3 38.9 61.2 111.9 48- 35-3/8- 48' 74-1/4' a. 120' Q 124.9 150.0 150.0 150.0 150.0 150.0 15C.0 26.7 50.6 41.2 72.0 110.8 146.2 150.0 - - - - 34.6 54.4 99.4 54' 54' 54' (� On N 112.5 150.0 150.0 150.0 150.0 150.0 150.0 24.0 45.6 37.0 64.8 e9.7 131.E 150.0 - - - - 31.1 48.9 89.5 60' 60' 60" 0' 0 66' 72' 66, 72' 68' 72' 0 e. C a pp 102.2 150.0 150.0 150.0 150.0 150.0 I50.0 21.8 41.4 33.7 58.9 903 119.6 150.0 - - - - 26.3 44.5 81.4 93.7 149.3 142.0 150.0 150.0 150.0 150.0 20.0 38.0 30.9 54.0 83.1 tOB.7 150.0 - - - - 28.0 40-0 74.6 19-1/B' 26-1/2' 30" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8" 28-1/2' W. 37' 52.0 110.4 80.3 150.0 150.0 150.0 150.0 19-1/8" 26-1/2' W. 37" - 28.7 20.7 42.0 73.4 116.E 150.0o LL x 0 e 143.9 150.0 150.0 150.0 150.0 750.0 150.0 37.5 79.7 57.9 71}.D 150.0 150.0 150.0 - 20.7 - 30.5 53.0 843 150.0 127.1 150.0 150.0 150.0 150.0 150.0 33.2 70.4 51.2 99.6 130.0 150.0 150.0 - - - 26.8 46.8 74.4 138.7 103.0 150.0 150-0 150.0 15D.0 150.0 26.9 57.1 41.5 81.0 125.6 150.0 150.0 - - - 21.7 37.9 60.3 110EQ42' 90.8 144.4 MA 150.0 150.0 150.0 23.7 50.3 36.5 71.3 110.6 145.9 150.0 - 33.4 532 97.7 50-5/8- 42' 48' 84' 42' 48' 132' 79.4 126.4 119.9 150.0 K151O1.0 150.0 150.0 20.7 44.0 32.0 62.4 96.8 127.6 150.0 - - - -29.3 46.5 85.554' 70.6 11P.3 106.6 150.0 150.0 1SO.0 2B.4 55-5 88.0 113.5 150.0 - - 26.0 41.4 76.060" 54"39.1 60" 66, 54" 60"23.4 66' Z 0 63.5 101.1 95.9 144.4 150.0 150.0 - 35.2 25.6 49.9 77.4 102.1 150.0 372 68.4 57.8 91.9 972 1312 150.0 150.0 - 32.0 23.3 45.4 704 92.8 150.D - - 21.3 33.8 62.1 53.0 54.2 50.0 120.4 150.0 150.0 - 29.3 21.3 41.6 64.5 55.1 150.0 - - - - - 31.0 57.0 72- 72' 72' J 19-1/8" 26-1/2' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 26-1/2' 34.8 74.7 53.8 1D9.1 150.0 150.0 15O.D 19-1/8' 26-1/2' - - - 323 56.5 89.9 150.0 7 W 108.6 150.0 150.0 150.0 150.0 150.0 150.0 25.1 53.9 30-8 78.7 133.2 150.0 150.0 - - - 23.3 40.8 54.9 119.2 95.9 150.0 144.E 150.0 150.0 150.0 150.0 TT.2' 47.8 34.3 69.6 177.7 150.0 150.0 20.6 36.0 57.3 105.3 30' 37' M. 37' M. 37' O3 F J (n V/ 77.8 123.6 117.2 150.0 150.0 150.0 150.0 - 38.6 27.8 56.4 95.4 125.8 150.0 - - - - 29.2 465 85.4 42" 48' 58" 42' 4B" 96' 42' 4B" 144, 7 Q r7 0 M 68.5 106.9 103.3 150.0 150.0 150-0 150.0 - 34.0 24.5 49.7 64.1 110-0 150.0 - - - - 25.7 41.0 75.2 50.0 953 90.4 135.9 150.0 150.0 150.0 - 29.5 21.4 43.5 73.5 97.0 150.0 - 22.5 35.8 65.8 53.3 $4.7 803 120.8 150.0 150.0 150.0 - 26.3 - 38.6 65.4 96.2 150-0 - - - - 20.0 31.9 58.5 54' 60' 72" 54' W. 66" 72" 54' 60. 66, 72' z Q Z 3 J VI N W M E 48.0 76.2 723 108.7 150.0 - 23-0 - 34.8 58.8 77.8 142.D - - - - - 28.7 52.7O66' 43.6 69.3 65.7 98.9 150.0 150.0 - 21.6 - 31.6 53.5 70.5 129.0 - - - - - 26.1 a7.9 40-0 63.5 602 90.6 137.9 150.0 - - 29.0 49.0 64.5 118.3 - - 23.9 l3.9 19-1/8- 123.3 150.0 150.0 150.0 150.0 150.D 19-1/8, 52.5 3J.876.6 134.0 150.0 150.026-1/2' 89.0 145.3 137-3 150.0 150.0 M150.0750.0 150.0 26-1/2" - 37.9 27.3 55.3 96.7 137.7 150.0 INSIDE RECTANGULAR SHAPEARCHES TO BE INSCRIBED HOPo20NTAL MULLKN 37' 48' 53' 54' 60' 66' 76.6 63.7 56.1 49.1 43.7 J9.3 35.7 128.4 104.1 91.7 50.2 71.3 64.2 58.4 121.3 983 86.6 75.8 67.4 60.6 55.1 150.0 148.3 130.7 114.3 101.E 91.5 83.1 150.0 150.0 150.0 110.0 150.0 139.7 127.0 150.0 150.0 150.0 150.0 15C.0 150.0 150.0 150.0 150.0 150.0 15 0 30' 37' 42' 48' 34" W. 66' - - - 1DO" - - - - 33.4 27.1 23.9 20.9 - - - 24.1 - - - - - - 48.9 39.8 34.9 30.5 27.1 24.4 22.2 85.5 69.3 61.0 53.4 47.5 42.7 38.81012 121.7 98.7 86.9 78.0 67.6 80.6 150.0 150.042' 150.0 139.1 123.7 1113 VERTICAL MLAUON _ PRODUCT ►GLAZING BODING 3 PRODUR 3 c n Rh R U g S ^ R ? 72' 32.7 53.5 SOS 762 116.4 150.0 15D.0 72' - ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) - - 20.4 35.6 50.7 92.7 *X7T�JCT ;i: tia-t1 Sr r fD�� I wl 7T; • • • • • eG • • •• • RANGEMENTS,* OtA21NG [LAZING PRODUCT PRODUCT I MUWON SPAN I • • • s •• • • • • �1777111I IrrrAr • • o u a g u o„ o x • • • • g ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4", 5" AND 6' TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'F' AND V APPLICABLE TO ALL TUBE MULLIONS. MULLIONS WIDTH (W) 211v9wiYtM1eFk4iC,.(j 2 BWI•u1�?D$ DOG �• • • �'•OF N•• • r7jr1 1TI117111 a 9 Sheet 3 01 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • DESIGN LOAD CAPACITY - PSF wmOw DINS. ANCHORS TYPE wOTF1 (W) NULL SPAN A B C D ItF G 19-1/8' 26-1/2" 30' 37' 42' 4B' 54' 60 Be' 72' 38-3/8- 150.0 150.D 150.0 150-0 150.0 117.7 150.0 143.9 150.0 150.0 150.0 150.0 85.0 150.0 127.1 150.0 150.0 150.0 150.0 75.0 150.0 103.0 150.D 140.8 150.0 150.0 60.9 121.7 90.8 150.0 124.0 150.0 150.0 53.6 107.2 79.4 150.D 108.5 150.0 150.0 46.9 93.3 70.0 141.2 96.5 150.0 150.0 41.7 93.4 63.5 127.1 55.8 150.0 150.0 37.5 75.0 57.8 115.5 75.9 150.0 150.0 34.1 582 53.0 105.9 723 144.7 150.0 31.3 62.5 19-1/8, 25-1/2' 30' 37" 42' 48' S4' 60" 68, 72' 50-5/8" 150.0 150.0 15D.0 150.0 150.0 89.2 150.0 109.1 150.0 149.0 15&0 150.0 64.4 12Z.8 96.3 150.0 131.6 150.0 150.0 56.9 113.8 7B.1 150.0 106.7 150.0 150.0 46.1 223 68.8 137.6 94.0 150.0 150.0 40.6 81.3 60.2 120.4 82.3 150.D 150.0 35.0 71.1 53.5 107.0 73.1 146.2 150.0 31.6 632 48.2 963 65.8 131.6 150.0 28.4 56.9 43.8 87.6 59.8 119.6 139.3 25.9 51.7 40.1 90.3 54.8 109.7 177.7 23.7 47.4 19-1/8' 26-1/2' 3p' 37' 42' 48" 54" 60' Be* 72' 58" 131.9 150.0 150.0 150.0 150.0 77.9 150.0 95.2 150.0 130.0 150.0 150.0 562 112.4 84.1 150.0 114.9 150.0 150.0 49.7 99.5 68.2 136.4 931 150.0 150.0 403 60.5 60.1 120.1 82_0 150.0 150.0 355 70.9 52.6 106.1 71.3 143.6 150.0 31.0 62.1 46.7 93.4 63.8 127.6 148.6 27.5 552 42.0 54.1 57.4 114.9 133.7 24.8 49.7 352 76.4 52.2 104.4 121.6 228 45.1 35.0 70.1 47.9 95.7 111.4 20.7 1 41.4 19-1/8 26-1/2' 30" 3Y 42' 48' 54" 80" Be. 72' By48.4 121.4 150.0 150.0 150.0 150.0 71.7 143.4 57.6 150.0 119.7 150.0 1500 51A 103.5 77.4 150.0 105.8 150.0 150.0 45.7 91.4 62.8 125.5 85.7 150.0 150.0 37.1 74.1 55.3 110.6 75.5 150.0 150.0 32.7 653 96.8 66.1 1322 150.0 28.6 57.1 43.0 86.0 58.8 117.5 136.8 25.4 50.8 38.7 77.4 519 105.8 123.1 22.9 45.7 35.2 7D.4 48.1 96.1 111.9 20.5 41.6 32.3 645 44.1 88.1 102.E 38.1 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4', 5" AND 6" TUBE MULLIONS. TOALLTUBE MULLIONS. C', 'F' AND G' APPLICABLE ANCHORS DESIGN LOAD CAPACITY - PSF 4,U w ANCHORS TYPE tol o 1N0T/1 (W) NULL SPAN A H C D E P G � 19-1/e" 26-1/2' X. 37' 42' 48" 54' BO' 66' 72' 120" 63.7 127.5 87.1 150.0 150.0 37.6 75.3 Z C n j f 2 n C} O o d N 0 LL 0 , 0 C uI H 0' o C g C a 0 G .+ ••N, ^ Tj �I 46.0 92.0 62.9 125.7 146.4 27.2 543 40.6 81.3 55.5 111.0 129.3 24.0 48.0 33.0 65.9 45.0 90.0 104.5 - 38.9 29.0 58.1 39.7 79.3 923 - 34-3 25.4 50.8 34.7 59.4 $0.8 - 30.0 226 45.2 30.8 61.7 71.8 - 26.7 20.3 40.6 27.8 55.5 64.6 - 24.0 - 38.9 25.2 50.5 58.8 - 21.8 - 33.9 23.1 48.3 53.9 - 20.0 19-1/8' 26-1/2' 30' 37' 42" M. 54" 60' 66" 72' 132" 55.0 115.9 79.2 150.0 150.0 34.2 68.4 0 Iz0: UE Q W 5 iL 6 2 v) - o $Fe J - 9 g Q wz 41.0 83.7 57.1 114.3 133.0 24.7 49.4 36.9 73.9 50.5 100.9 117.5 21.8 43.6 30.0 59.9 40.9 81.8 95-3 - 35.4 26.4 52.8 3Q7 72.1 63.9 - 31.2 23.1 45.2 315 63.1 735 - 27.3 N Z J n ! 7i 20.5 41.1 230 56.1 65.3 - 24.2 - 36.9 25.2 50.5 58.8 - 21.8 33.6 2Z9 45.9 53.4 - - 30.8 21.0 42.1 49.0 - - 19-1/8" 26-1/2' 30' 37' 42" 46" 54" Bo' 66" 72' 1µ" 53A 106.2 72.6 145.2 150.0 31.4 82.7 J 7 f W M H Z Q R -J Cj -i w K fA to C, M Z n vi 5 36.3 76.7 524 104.8 122.0 22.6 45.3 33.9 67.7 46.3 92.5 107.7 20.0 40.0 27.5 54.9 37.5W49.0 _ 32.4 24.2 48.4 33.0 - 28.6 - 423 23.9 - 25.0 25.79 - 22.2 23.19 - 20.0 - 30.8 21.00 - - - 28.2 -9 - - ANCHOR TYPES 41 n A n u,c AT HE4O/9l1/.NNBS ANCHOR TYPES F k C AT IAMBS ONLY VEHfM.LL NULi1DN I PRODUCT eRODUCT 39 ` w �;}y�+W t5e F1P069 F '•.n RMULLIO UWON AA: • AT H'�10/Srtry.�65• • • • • •• s • • • •••� WIDTH (W) = wl + w2 2 PRODUCT REVISED �'•-"� ={7 osno ft •iW"Fkmd. = _. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • ARolES TO BE 6JSCR•ED ' 7DE R aMOUIM '}TAPE '6RAZ64C -� PRODUCT 3 ANC110R AA /1 3 GRADING PRODUCT GLAZING I PRODUCRDOUC T 7 _ •: it� z E a ,e OF '•4y� drowing no. D' o`�� M04-04 i 1/4" Dbl ULTR -Z CUP (1 'IO�I/N�E�A/CH •� I.1 1/4' DIA. ULTRACONS 1 PER ANGLE i 11 11 1 LJ 1 FLOATING CLIP I SNUG FIT INSIDE MULL FOOD BUCK JU IJ #14 SMS O.C. MIN. I I 2 PER ANGLE 1/4' DA . LILTS acR CLIP (1 ON EACH )OD BUCK OR WOOD TRUCfURE - 9111101 II L2 X 2 X 1/8' 11 ALUM ANGLE 1/4• Dik ULTRACONS 1 PER ANGLE FLOATING CUP SMUG FIT INSIDE MULL /14 SMS 1-3/4' O.C. MIN. 2 PER ANGLE 2 X 1 X 1 B' ALUM 1/4' Dll ULTRACONS 1/4' DM_ ULTRACONS 4 PER CUP (2 ON EACH WING) 2 PER ANGLE 1/4' DA. LILTS 4 PER CUP (2 ON EACH 2 BY MOOD BUCK I -1 I FLOATING CUP j SNUG FIT INSIDE MULL I #14 SMS 1-3/4" O.C. MIN. I 2 PER ANGLE 1/4' DIA. ULT 2 PER -v CUP INSIDE MULL /14 SMS 1-3/4' O.C. WN. 2 PER ANGLE ANCHORS TYPE 'B' RLIDVC'T YP14EW1LY' n ampltinh wL•h Uhe fleets 1/4- dA. ULTRACONS BY 'E1.00' ^aWlw4 Code 4mpvice Ne_ • �D ULTRACONS MAY BE HEX OR FLAT HEAD [spin;(nrt Peh /leN4 SUBSTRATE Ed. - MIN. EDGE DIST. WIN. EMBEDMENT • • /+✓�� sly CONCRETE • • • •- • • • �� WOOD - MY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 1/E• • • • • • • • • • CONCRETE Yc 3D00 PSI MIN. PRppUCI'REVISE� • • • • • ae c«oyN wim 111e Fk" •• SY Buildm{ Cade IB'�%Yl ALL CUPS AND ANGLES TO FIT SNUG VTTO TUBE MUWONS. CLPS OR ANGLETi CONNECTED DIRECRY TO MASONRY IDBE PROIECIE& B•p%y1.(WITH i ALKAU-R6tSRM COATINGS, SUCH AS BITUMINOUS PAINT ORWATER-wNIfE W..; METHACRTIATE LACOUfA.til' N • ••• •• •• • • • ••• • 0 Z ry r O � i • i Qd �a O O O�ioF °o>-n O ALUM ANGLE O IL o 0 o q q Z Q W � LL=m: g of W Q am)f !n Z O � J Z) W UII- J W m J w QaM � ZZ-j 3 zXzX INQ uj� ... ALUM ANGLE W M 7 O Mimi, % o v OF �.�� drawing na. jNll� sheet 5 of 9 1/4- Dtk ULTRACONS 1/4' DW. ULTRACI Ed. 2 PER CLIP {1 ON EACH WING) 7 PER AN a- Iw II II � r j LJ FLOATING CUP III II SNUG FIT INSIDE MULL L I --------- I 1-3/4. O.C. MIN. ER 2 PER ANGLE I 1 i I I 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'C' 1/4• DLl ULTRAODNS 2 X 2 X 1/B' ALUM ANGLE IOE MULL /14 4 PER you 1 /4' DLA. 2 PER ANGLE A! o 2 PER NGU: �Y I Z m gmg � Oti n q 4 I`I a ON`y�y IL ry d 2X2X 1/8' ALUM ANGLE p' 0 8 O�co 912O Ja$a QwmE C i Z 0 J W J w m � F- 1 n N a h C) v h Z Z; � 3 Z 4 S J O vi m Q W n < LDOA710N OF SCREWS CONNECTING ANGLES TO TUBE ANCHORS TYPE 'D' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS P.004.ICY R UWCD - 'S4-� +Y6 W rkok ri j •qt_s. 4 . nx .n'M:M. 'I�'j • CONCRETE : f•c = 3000 PSI MIN. • !FpD1��VISrHqy • • • • • • ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. � CLIPS OR ANGLES CONNECTED DIRECTLY 1D MASONRY 70 BE PROIEC�TES k.—Do I ,, .• WI1H ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR • By : • i•� •' -0: �• WATER -WHITE METHACRYLATE LACQUER. • A4i • • • • • • • • • t/a' ola uLT14ACows BY 'ELco' IA.TRACONS MAY BE HEY OR FIAT FiEM SUBSTRATE Ed. MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2' 1-3/4' • • ••••• • • • • • • 1 •� )P o g O. AIE OF =• (!_j\� droringo no. 5/16' DIAL ULTRACONS 5/16- DLA. ULTRADONS 2 PER ANGLE 2 X 2 X 1/B' ALUM ANGLE DE MULL #14 4 PER A LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4'. 5" AND 6" TUBE MULLIONS 5/16' DLN ULTRACONS BY 'ELCO' IRTPACONS MAY BE .EX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 3-1/6'F 2- CONCRETE - f c - 3000 PSI MIN. ALL CUPS AHD ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTEDCA WITH AU(AII-RESISTANT CTGS, NSUCH AS BITUMINOUS PAIR DR WATER -WHITE MEMACRYLATE LACQUER 7<r70ctiT w'!IS�e RL�r�1. • Alr� . �7'.r4d - • • • pkam T RVEoo ba • • • F as mwdY� w� Os • • • • Drr • • • • ••• ••••• • • • • • • Ei/�i 7k gr $ $ STA OF � ((A�� drawing no. 1/4' DIA. ULTRK:ONS CLIP (1 OON`EACH �WING) 1/4' DIA. ULn I PER 1k,41 _I FLOATING CLIP SNUG Frr INSIDE MULL %14 SMS I-3/4' O.C. MIN. 2 PER ANGLE ANCHORS TYPE T AT JAMBS ONLY 2 X 2 X 1/B' ALUM ANGLE 1/4' DK ULTP CUP (2,O�N�EACH ICONS WING) 1/4' DIAL ULTRACONS 2 PER ANGLE UW �� O Z �m F� 0/0 �.q O �It I 11 I II II II SOW �.J i I I FLOATING CLIP I I t l SNUG FIT INSIDE Ml1LL II 11 2 X 2 X 1/8' O V U p I I I I I I 114 SINS V U ALUM ANGLE 14 D Z m Q Q 2 PER AIN NGLE I 1 M W 2 0 LLz�-1: JWu _ Q W 0�1 f F N Z I O J LdOf J OT J W F- v N 7 n j OQ c m Z Z 3 3ZUR v Q N N 7 L!n1 f ANCHORS TYPE AT JAMBS ONLY •.s.:;a Gel. � 12,RI II _ , /n._ A•- e'r q ._w.p o 0 • , : Lj �< -^ •• 6 1 MASONRY - C-90 HOLLOW FILLED BLOCK V• 2000 PSI MIN. • • • • • • • • S1 ALL CLIPS AND ANGELS TO FIT SNUG I— TUBE MULLXINS. ••PRE Xl�Fk4* • _ = v a y CLIPS OR ANGLES CONNECTED DIREMY TO MASONRY TO BE PROTECTED D Id+K Cade �a'�6.� = •'. WrrH ALKALI -RESISTANT COATINGS, SUCH AS BRUMIKDUS PAINT OR K7 WATER-WHRE METHACRYIATE LACOUER. • • • • • - ExpN�Y �' ` h OF •AV drawing no. • . M04-04 • • • • • • Mi Produe,• • 'A.,� I NAl11r`` ` Shee1 8 Df s • 1 /4' O14. UL17tACONS BY 'ELCO' ULTRAC(M5 WY BE HF7L OR FLAT HEAD SUBSTRATE Ed. � NIA. EDGE dST. L/IN. EMBEDMENT WSONRf 2-1/2' 1-1/4' DESIGN LOAD CAPACITY - PSI' WINDOW DIMS. ANCHORS QUAN WIDTH (W) MULL SPAN 2 3 19-1/8' 26-1/2' 30' 37' 42' a6' 54' 60' 66. 72' 36-3/8' 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 1b.1 150.0 124.5 150.0 IIz1 150.0 101.9 150.0 93.4 140.1 19-1/8- 26-1/2' 37• 42' 48' 54' 60' 66' 72' 50-5/8' 150.0 150.0 150.0 150.0 150.0 150.0 137.8 150.0 121.4 150.0 106.2 150.0 94.4 141.6 55.0 127.4 77.2 115.8 1 70.8 106.2 19-1/0' 26-1/2- W. 37' 42' 48• 54- 60' 66' 72' 58' 150.0 150.0 150.0 150.0 148.3 150.0 1202 150.D 105.9 150.0 97-7 139.0 87-4 123.6 74.2 111.2 67.4 101.1 61.8 92.7 19-1/8' 26-1/2' 30' 37' 42' 45' 54' 60' 66' 72' 63' 150.0 150.0 150.0 150.0 136.5 150.0 110.7 150.0 97.5 146.3 85.3 128.0 75.9 113.8 68.3 102.4 62.1 93.1 r 56.9 65.3 19-1/8 26-1/2' W. 37' 42' 43' 54- W. 66. 72' 74-1/4' 150.0 150.0 131.1 150.0 115.8 150.0 93.9 140.9 Bz7 124.1 72.4 105.6 64.4 96.5 57.9 1 86.9 5z7 i 48.3 1 79.0 72.4 DESIGN LOAD CAPACITY - PSP WINDOW DIMS. ANCHORS QUAN 9DTH (W) MULL SPAN 2 3 19-1/8- 26-1/2' 30' 37' 42' 48' 54' 60' Be" 72' 84' 150.0 150.0 115.9 150.0 102.4 150.0 83.0 124.5 73.1 109.7 64.0 96.0 56.9 85.3 S1.2 76.8 46.5 69.8 42.7 64.0 19-1/8- 26-1/2' 30' 37' 42- 48' 54' BO' 66' 72' 96' 1405 150.0 101.4 150.0 59.6 134.4 72.5 109.0 64.0 96.0 S6.0 64.0 49.8 74.7 44.8 972 40.7 61.1 37.3 56.0 19-1/8- 26-1/2- W. 37' 42' 48' 54' 60' 1. 72' 108' 124.9 150.0 20.2 135.2 79.6 119.5 64.6 96.9 56.9 853 49.8 74.7 44.2 66.4 39.5 59.7 36.2 54.3 r 33.2 49.8 19-1/8' 26-1/2- X. 37' 42' 48' 54- 60• fie' 72' 120' 112.4 150.0 81.1 121.7 71.7 107.5 58.1 972 51.2 76.8 M.B 67.2 39.8 59.7 35.8 53.B 3z6 48.9 29.9 44.8 19-1/8' 26-1/2' W. 37' 42' 48' 54' 60' 66' 72' 132' 1072 150.0 73.8 110.7 65.2 97.7 52.8 79.3 46.5 69.8 40.7 61.1 36.2 543 32.6 48.9 29.6 272 44.4 b.7 DESIGN IDAD CAPACITY - PSP WINDOW DIES. ANCHORS QUAN URDTH (W) MULL SPAN 2 3 19-1/8' 26-1/2' W. 37' 42' 48' 54' 60• 66' 144' 93.7 140.5 67.6 101.4 59.7 89.8 48.4 72.6 4z7 64.0 37.3. 56.0 332 49.8 29.9 27.2 I 44.8 40.7 14 SUS MEIN. STRUCTURE 2, 3 OR 4 ANCHORS OR SEE CNART FOR CAPACITY TUBE MULLION /10 FIR SMS 2/ SIDE 1/8- THICK ALUM CWWNEL LENGTH TO FIT SNUG I I KID MULLION I I TUBE MULLION I I TUBES ANY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY 114 EN SAPS METAL S I 1-1/2. O.C. LON. OR ACCESS HOLE SEE CHART-\ TUBE MU FOR CHALKY ----- --- ------ ----- I------ ----- ------ I THIS SCREW CAN BE I 1 INSTALLED IN EITHER #10 FH SMS I DIRECTION I 2 PER CUP I I I 1' O.C. MIN. 1 I j I I 1-3/4' X 2' X 1/8' (FOR 2BY TUBE) 3/4' X 2' X 1/8' FOR (1 BY TUBE) ALUM ANGLE CUT TO FIE SMUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION /14 SMS/TEKS SUBSTRATE Ed. - MIN. EDGE DIST. MIN. CL TO CL SPACING METAL 5/e' 1/2- METAL - 1/8- MIN. THK. STEEL Fy - 36 KSI MIN. 1/8- MIN. THK ALUMINUM (6063-TB MIN.) es • wvnrml ^'�fLYr9.9Y •e (6 • pRODI�'I' vREWS• .:.y.q Celt :e c ply" with the r •.treK'9tt Nat0405.140 s,ad-Cove • ,Pieai l4 Rr • �ATk he.?aa► _ • • Ur • • • • • • ,!isn Dade 1'r9dua • • ••ir OF �<y drawing no. Dry • M04-04 BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts Publications I Contact Us I BCIS Site Map I Links I Search I Florida pr �'� Product Approval USER: Public User d Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15210-R6 •..••• Application Type Revision , , . ,,,,,, Code Version 2017 .. . . • • Application Status Approved • • • • • • • • • • • • • •••••• Comments • •••••• ,,,,• , ,,,,, Archived I •••••• • . ••••• Product Manufacturer Plastpro Inc. / Nanya Plastics Corp �: •: • �. • �• • • Address/Phone/Email 5200 W CENTURY BLVD. • • • • LOS ANGELES, CA 90045 : 000 • : • •..: (440) 969-9773 Ext 16 " ' • •' • • rickw@rwbldgconsultants.com • • • • Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440)969-9773 Ext16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. r� Validation Checklist - Hardcopy Received Certificate of Independence FLl 210_R6_CQI_(a) Certificate of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 Equivalence of Product Standards Certified By Sections from the Code ASTM E1300 ASTM E84 ASTM G26 G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FLl 21 _R6_EE uiv_(A) Eguiva!ency of Standards.pdf 2004 2005 1995 2005 1994 •.•.•• Product Approval Method Method 1 Option D ...: • • • • Date Submitted 08/13/2017 "" ' ...... Date Validated 09/18/2017 • . • . • Date Pending FBC Approval 09/20/2017 • Date Approved 12/12/2017 • • • • FL # Model, Number or Name Description - - 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210_ELG_U_(b) Inst 15210.1.E Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.1.1df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. -15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 10._RM_II_(b) Inst 15210.2.p f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings, any FL15210_R6_AE_(b,) Eval 15210.2.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1521 _RM_II_(¢) Inst 15210.3.p�f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.3.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact" Glazed Fiberglass Single Door - Grain/Rustic/Mahogany Series O Inswing/Outswing (X - Configuration) Fiberglass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FLl 2 96._1 (h)Inst 15210.4.pdf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 68 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outswing (OX or XO; OXO - Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1521 _RUf_II_(b) Inst 15210.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.5 for Design Pressure Ratings, any FL15210_R6_AE_.(b) Eval 15210.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: *Yes particulars. . ;""' ...... 15210.6 f. Smooth Wood Grain/White Wood 6'8 "Impact" Glazed Fibe;gjW.Doubl4 Dbdrdbith or yvjtrpdt Grain/Rustic/Mahogany Series 0 Sidelites - Inswing/Outsgvyigj 4XX; OXXO ,Configurations) Fiberglass Door •.•..• Limits of Use Installation Instructions • • : • • • • • •. • Approved for use in HVHZ: Yes FL1521 _M_LI_(b)Inst*L P.6.pdf . . •0;0•' Approved for use outside HVHZ: Yes Verified By: Lyndon F. 5q%igl, P.E. 43.4Q9•: Impact Resistant: Yes • • 0 • • 0 Created by Independent Third Party: Yes • Design Pressure: N/A Evaluation Reports :••:•: ' '. Other: See INST 15210.6 for Design Pressure Ratings, any FL1521 _R6_AE_(b) Edal 15210.6.p f ' """ additional use limitations, installation instructions and product Created by Independent Thht Party:&Yes • • particulars. • • . . .. • • 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_RMf_II_(¢) Inst 15210.7.�df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_R&_II_(b) Inst 15210.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings, any FL15210_R6_AE (b) Eval 15210.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (XX; OXXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1521 _RM_II_(b) Inst 15210.9.{Ldf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, any FL15210_M_AE_(b) Eval 15210.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door - Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210_M_II_(b) Inst 15210.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.10 for Design Pressure Ratings, any FL15210_R6 AE_(b) Eval 15210.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites - Outswing (OX or XO; OXO - Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 21 _R6_II_(¢) Inst 15210.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FL1521 _RU_AE_(¢) Eval 15210.11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglaiss Dou Door Grain/Rustic/Mahogany Series 0 with o*witiowt Sidelites - Outswing (XA;.Qh0 - Corlfigur�jions) .• Fiberglass Door •••••• :••••• ••••% Limits of Use Installation Instructibih&O • • • • • • • Approved for use in HVHZ: Yes FLl 2 _RR6II_(¢ In •b Xl .12.pif • • • Approved for use outside HVHZ: Yes d Verified By: Lyndon F. Gtvv , P.E. 4bt3• • .. •. • Impact Resistant: Yes Created by Independent TWA Party: Yps • • •; • • • Design Pressure: N/A Evaluation Reports • • • • Other: See INST 15210.12 for Design Pressure Ratings, any • • • • • • • • • • • FL1521 R6_AE_(b) Eval 1�210.12. of additional use limitations, installation instructions and product particulars. Created by Independeif ftDkC Party: Yes• •• • • • • • • • • • • • • • • • • 15210.13 m. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque FibtPjlaA Singl� Dpbtgvith Sdrface Bblts Grain/Rustic/Mahogany Series 0 - Outswing (X - Configuration) • • • • Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 21 _R6_II_(_L) Inst 15210.13.pdf Approved for use outside HVHZ: Yes Verified By:•Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on Active Door panel - Outswing (XX - Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl _U_II_(Jz) Inst 15210.14.M Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure Ratings, any FL15210_R�AE_(�) Eval 15210.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERT'"' an operational window insert - Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLl 21 _RM_II_(1) Inst 15210.15.p�f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings, any FL15210_R6_AE_(b) Eval 15210.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. BackNezt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Min W 0 Credit Card ' Safe ...... . ...... .... . ..... .... .... ...... . . . . ...... ...... 000009 • • • • • • • • .. F �-Aww�m I plastpro 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic / Mahogany Series O Fiberglass Door INSWING / OUTSWING "IMPACT" GENERAL NOTES 1. This product has been evaluated and is in complonce with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection, this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.12.2 & R301.2.1.21. 5. For 2x stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infltration requirements for'1-IVHr. Al other configurations do not meet the water infiltration requirements for the "HVHZ" and must be instated only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to siA is less than 45 degrees. TABLE OF CONTENTS SHEET # DESCRIPTION SHEET # DESCRIPTION 1 Typical Sevations, Design Pressures & General Notes 7 Horizontal & Vertical Cross Sections (Direct to Masonry) 2 Door Panel Details 8- 3-point lock details 3 Horizontal & Vertical Cross Sections (2X Buck) 9 3-point lock details 4 Horizontal & Vertical Cross Sections (1X Buck) 10 Buck and frame anchoring 5 Horizontal & Vertical Cross Sections (Direct to Masonry) 11 Components 6 Vertical Cross Sections (Thresholds) 12 Bill of materials 37.50" MAX. OVERALL FRAME WIDTH U Z y3 O 2 w w w X a w w O p b fh OD (V •• ••• • • • • • •• • •• • • • • ••• • R vil• ••7 \\ F C h A 'I! Irlll%1 ZO n z° v O x Z a o \ V LO • j m C W 0 IL N7 O da�� s4 € Z M 8 3a • • ' •� "MAX. • Dt'�iGN PRESSURE (PSI) CONFIGURATION FRAME POSITIVE NEGATIVE DIMENSION • x ; ; ifs' *2.0" ;+75.Q -75.0 Sed%plats 2 VarcIv4e cWsign:fssure tmpons : • • • • • • • • • • • • •• •• • • • •• •• M N.T.S. g JK c BY: LFS MMM ND.: FL-15210.1 xr _L or 12 x m 4 O i OT 0.41--{ CAP (PVC) HINGE STILE (LVL) 35.75" MAX OA, WIDTH D ® v o X R j F1 \ = INTERIOR 1 HORIZONTAL CROSS SECTION 2 SEE HARDWARE TABLE SEE HARDWARE TABLE eZ � DOOR PANFL LATCH STILE (LVL) \ CAP (PVC) HARDWARETABLE MANUFACTURER MODEL MAX. DESIGN PRESSURE KNOB: SIGNATURE SERIES KWIKSET ± 75 DEADSOLT: SIGNATURE SERIES (980) KNOB:-rSERIES(FSt) SCHLAGE ±75 DEADBOLT: VSERIES (660/62) (EVER: FL36 SERIES PAMEX ±75 DEADBOLT: FD7SERIES HOPPE MULTIPOINFLOCK: HLS9WO 3-POINF TONGUE ±50 ENDURA MULTIPOINT LOCK: TRILENNIUId 3000 (3-m See sheets 5 and 6 for mulBpoint lock details. FOAM CORE — (POLYURETHANE - 1.9 PCF MIN.) FIBERGLASS SKIN (0.12.7 MIN. THK.)� ± 75 • . • • • • • • • • • • • • • • • • • • • BOTTOM RAIL • • • • • • • • • • • • •ICOMP.) p\ / om ..111\\ \ n m z O cs vx0 iF` v E m TOP RAIL c 01 ] 1W (COMP.) i N"� m d a 1 LL h as Ju�ll� •• ••• • ••• ••• • • • • • • r41 VERTICAL CROSS SECTION • • • • • • • 2 • • •• • •• •• •• • • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • E.-02116112 M N.T.S. BY.. JK BY. LFS wm NO-- FL-15210.1 Er _L or 12 14 EM 1 HORIZONTAL CROSS SECTION g Ouhwing shown Ilnswmg simian) ............ 01 'tin _,•'•�_ i �Y`/• � •� uOn 0. on z (� v (U N Z V v Y L Ea 2 0 m e \ 96ia ♦ mda�i Y 0o c oz c of 1-114" MIN. EMB. W.) v 0.15" B I CSINK f►�1�� E INTERIOR 7 8 40 L lz EXTERIOR 27 •• ••• •• • E ° EXTERIOR INTERIOR y o 2 HORIZONTAL CROSS SECTION • • • • : • . • 3 ,OVWCAMVOS.TJECTION 3 Outsving shown Inswing TFAiFr i • • i • • • • • S utstng shpwn Pn*ng �W) • • • 00 ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • U. 02 16/12 M N.T.S. BY: JK er: LFS WM NO.: FL-15210.1 rT _L or 12 •• ............. •• j�• 'i CI z Z n N Z a a r Z O V= F• m o a VV 9 560IL ° mma`a� 2 C E oZ A a vF 1a E E C Y 2 1 �' �U Gm .Q K 1 2 .. �O yy & m �o •v v �U � ZU s E • • . a W lNi� NtWi1 • •' =o 7 e 7 0 U G INTERIOR a a »m A C id �� • 1 II 1 40tn n .r 0 0 EXTERIOR 11 o d W W Z 11 7 1 2 N 27 G A 1-1/4"MIN. 9 40 EXTERIOR INTERIOR FMB. (TYP.) EMB. � � z 1 HORIZONTAL CROSS SEC17ON 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION n n 4 Shownw 1Xsu uck 4 Shown Wt 1Xsub-buck •• ••• • 4 ShgWn1YJ1XUit;I•.bbuuck = Outswing shown (Inswing similar) Outswing shown (Inswing similar) • • • • Au(fNngg similar) 17ai(Irnwing •• ••• •• • • • •• ail[: 02 16 12 smE N.T.S. DWQ. By: JK • • • • • • •• • • cW_ M, LFS • • • • • • • • wuwwo No-rc • • •• • • • •• •• FL— 15210.1 a • • ••• • • • %m _�L Or 12 n p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \ ; �9 E $ �u V o a N� V E mda� �o oZ p� E Ea C 2 1 C &o " •� o• ZO GO D a 1 2 D D &y NG M • INTERIOR 40 > E •p al w 11 EXTERIOR 40 7 1 2 0 0 N N B _ 11 9 40 27 M iE EXTERIOR INTERIOR o 1-1/4" MIN. 1-1/4" MIN. EMB. (TYP.( EMB. (TYP.( a A > > i 1 HORIZONTAL CROSS SEC17ON 2 HORIZONTAL CROSS SECTION • • • • • 3 VERTICAL CROSS SECTION = = $ Shown Direct to Mosorvy § own Drect to Masoiry • • • • $ o D ct sow— N w Outsw ng shown (Inswing sirnior) Outsw ng shown (Insvnng s rre7ar) • • • • • • • • • • • • ng hom (Inswing similar) • • • • ■ N — • • •• ••• • • • • •• • • • • • • •• O 0 Z U —02 16 12 i N.T.S. ' DWG. BY: JK • • • •• • • • • • o«. er: LFS • • • • • • • DPAWM NO.:• • • •• • •• •• •• FL-15210.1 0 srafr —5— a 12 Q ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • llso LO) Lj S• •. S �•''•••AM •. \\ J O woo N •; r V\ 8 E O 9 m C W V F O r cn maa� LL EXTERIOR INTERIOR E 4 _ 3a y B K zo 0 En cod —� 29 f �Ln ' No Q. mw EXTERIOR INTERIOR a EXTERIOR INTERIOR �I o rn n a o. a • ° ° 30 31 32 33 34 2 VERTICAL CROSS SECTION 8 6 Shown w/ ADA threshold 36 n .r 37 00 N N 38 W W _ E rn e ° e ° E ° • e ' e a • • G e W z n h •• • •• • • • • • • • • • • • N q ~Q j ] 1 VERTICAL CROSS SECTION • ••• • ,r.� =/;RTiClati nho 6 Outswing configuration • • • • • • i • / , CROSS SECTION 6 In9Mng dSbnfiguration o a WE 02116112 z sue: N.T.S. D •oe a:*••• ••• aM:.ic JK m • • • • • i i use BY, LFS 3 • • • • • • •• • • • • • • DnAwMc wo. • • ••• •• • :• :• FL— 15210.1 0 stgEr r OF 12 0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z a 1S f MAX. 1.25' MIN. • � P EXTERIOR -L- INTERIOR 5 VERTICAL CROSS SECTION 7 Shown Direct to Masordy OutWng only w/ 4-9/16 jamb W rmo. I n r.I 1 HORIZONTAL CROSS SECTION 2e HORIZONTAL CROSS SECTION 7 Shown Direct to MasorvX 7 Shown Direct to Maso Outswing only w/ 4-9/16 lamb Outswing only w/ 49/16 lamb i L MAX. m 2" UT MAX. D(TERIOR %///,J INTBtIOR 6 _ VE\YCRT CC`CAAL CROSS SECTION 7 Shown Direct to Masonry Outswing only w/ 6-9/16 jamb fn . ••• •'� Av Z0. /// �• • \\`` J G m m /fill it%% \\ O rQi D Z \ � U 14 v U O Z V od C 6 Nn 0 c ,w m aa� 0 E Z v° a Zg �o &V) r JJv H5 M =;B g GI y a y o h < n.l N N Z INTERIOR in vl ej N 40 40 N n WW o • • N Q •• • • • ••• •• • • ••• • R10R E z 1-1/,f MIN. • •• M 1.1/4"MIN, u\h 02116112 EMB. (TYP.) EMB. (TYP.) Slue N.T.S. 3 HORIZO AL-CR n SECTION ... • • • • 4 HORIZONTAL CROSS SECTION • JK ChX BY. LFS 7 Shown • 7 Shown Direct to Mason ,g Itto /6-11.Masonry Ouiswinga*lyw/6-A{ibjamb • • • . • • Outswing only w/ 6.9116Xjamb D,WM �; • • •• • •• •• •• FL-15210.1 SHM 7 or 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4,0 I��'•. • �.� F c N n_ � E;;;;_=` J//////�lll • 1111 n coZ 0 oa•; \\ �g Z x Z V ' p 9p oa •� 0 V S Hn O c maa� 4 u oo Z 2X BUCK $$ 'c w p 3d o 1X BUCK G p W � DIRECT TO M it MASONRY —L a z� o UYU 217" 23 = 4 g q 2XBUCK S8 �I o •HOPPEMULi1POMKST 25 > p a 1XBUCK G a a DIRECT TO M E MASONRY > ; N U 1.7' r 2X BUCK 58 0 ^ ^;;F C I BUCK G N N DIRECT TO MASONRY M 23 W E, z 22 o _ To oo eu � < ,• c o 0 = m >; • • • • • • • • • • SMI(EJAMB n ° < i �� • •• • • • • ••• • i • • • • DKic: 02 16112 i 0 srAle N.T.S. 9 •• ••• • ••• ••• ••• 0W°• n JK m • • • • • • • cw. w: LFS 3 1MUlTIPO1MSTRIKEPIATE IATCH tEADBOlTSTRIKEPIATE • • • �� wz a TO°a1e 'D • • • • i • • i • i • FL— 15210.1 2 MANUAL RAISED TONGUE GEAR SYSTEM • At • • • • • .r a ev • •• •• • • • •• •• ••• • • • ••• • • Cb OD o$mz° 55 t oNo Z mD Z U �W S as d � mda� E� cZ o ddd 4i 0 2g 0 K J O W N Z r rc 1 0 3 0 � a a Y Y } � � m U U T m ,. N .-. 57 N t^ p N W W W Z a:� In 62 � � 00 MUCK 58 i •• 1z K � • • • • • N 1z. ••DIRE•�OMASONR' •• ••• •• • • • • U DATE 02116112 i su: N.T.S. ° •• ••• • ••• ••• ••• DMW. JK m ENDURA TRILENNIUM 300D • • • • • • SIRIKE JAMB DETAIL c K m': LFS 3 3 pt. Lock • • • • • • • • • • • FL-15210.1 9EET 9 aF 12 " • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MASONR` OPENING 2X BUI " D TYP. HEAD 7 &JAMBS :K FUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchorlocations at the comers may be ocWW&d to maintain the min. edge c1stance to morlarjoints. 2 Concrete anchor locations noted as MAX. ON CENTER' must be odAnted to maintain the min. edge dsfonce to mortar Joints, mic0ond concrete anchors may be requW to ons," the "MAX. ON CENTER' dimension am not exceeded. 3. Concrete anchor table: ANCHOR ANCHOR MIN MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR rTW • f 1 /1-1/P T 4" TAP N —ELCO 1/P 1.1/f 1' 1" ULTRACON 1tw • 3/14- 1-1/4" AS SHOWN 1-1/T TAPCON I 1. WOOD SCREW NZTALLATION NOTES: Maintain a mirWsuxmW edge dstanca, fend distance, d 1"o.c. spodng of wood screws to prevent the spWi ng of wood. STRIKE JAMB 2X BUCK I BUCK DIRECT TO MASONRY 4-9/16" JAMB p DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) SEE HINGE L 2X BUCK to DETAIL (TYP.) G IX BUCK DIRECT TO MASONRY D MASONRY OPENING TYP. HEAD & JAMBS FRAME �U 4-9/16" JAMB M ` o 2X BUCK 6 9/16" JAMB N LATCH d DEADBOLT DETAIL DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 7) ADA SILL ONLY FRAME ANCHORING Masonry construction DIRECT TO DIRECT TO MASONRY M DIRECT TO MASONRY MASONRY IX BUCK Cs IXBUCK •• ••• • • • 9 1XBUCK 2X $UGC 1 • • • 2X BUCK • • . e • • 2X BUCK DIRECT TO MASONRY IXBUCYy• ••• a ••• •• ••• 2X BU;* • • • • • • • • GE DET • • • Insvlrg ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 111 Mi o=i 12 Loin ''STY/ll* 1It% 1�1` o n m i U d 0 m LQ C IL a O \ I V mg "J' 5 n 90a m n n to o: M �° o Z ^, 0 3nt " l z 0 C O ?� = Q rn w m �W �I O ]C w CL m HINGEJAMB HINGE DETAIL Outswing lE N.T.S. ar: X er LFS WM Na: FL-15210.1 Er 10 or 12 4.56" 4.6" r 4.56" "�II I I ��j� ••'•-... ••• `\\\ j 1 o Obi ouz ON •; \ O OITTSWING THRESHOLD q1 OHISWING THRESHOLD POLY FIBER JAMB 1 m° o l%P JOOSR) CdunUio FfiBh I)wn l581) \ ` 0: °g r 9 c w Pka� m00- A 4 Ei C G t O= 4.68" 56' 4 n 'c Lui pr �:n d.T I I_1 OITi M G THRESHOLD �,1 OUISWING THRESHOLD - m 32 �' coLxnt�a p�sl wo�oD JAMB yyyQ� \J 13 am ! U 4 K � O O 5.6r 5.63' m a 2 0 88' a I c a I L 0-5 H N 33 Ol IIG IH04HOID INSWING THRESHOLD T W MERSTRIS a DOOR BOTTOM SWEEP Endue !Z-Senes) Cdimiba e n 00 as 5.625' 4.56" •• ••• • • • • • •• Erl DA 02 16 12 Sous N.T.S. INSWING THRESHOLD 37 INSWING THRESHOLD • • • • : • • . !9 lLD/tTHRESHOIL� • : • we BY. JK dua (Z-Serks) qp [ISc$) • • • • D • • cm er: LFS • • • • • • • • • ppAWW. p0_ • • • •• • •• • • • •• FL-15210.1 • ••• • • sir 11 ov 12 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • �* /�Y ..........' '///llll 11\\ \1 \f v��g • • • • • • • • • • • •• • • • • • • •• • • • • ••• • •• ••• •• • • • •• •• ••• • ••• ••• ••• • • • • • • • • • • • • • • • • •• • •• •• •• In t o n ` �``` z N m Z V = G Z U E• 9 m e 'maaT '4 0 E vz 34cc VO zQ 0 Ky a W a� 0 0 a Y J m W O ;Yt � m o a m i - Q F • U n .r 00 N N O J J n N p nno N'-Z DAM 02116112 i scue N.T.S. C oN�G. JK o CHK W. LFS 3 MWM NO, FL-15210.1 sHm 12 oc 12 afu of 1HaTEruALs REM t oEitdmWl nulewu A iXBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C Ile MAX. SHIM SPACE - D 1 /4" X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" x 3-1 /4" PFH ITW CONCRETE SCREW STEEL I 1/4" X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" X 3�3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K 1/4" X 2-1/4" ITW CONCRETE SCREW STEEL L #10 X 2-1/7' PFH WOOD SCREW (1.15" MIN. EMBEDMENT) STEEL M 3/16" X 2-1 /4" R1N CONCRETE SCREW STEEL N 3/I b" X 2-3/4" f11N CONCRETE SCREW STEEL P 1 /4" X 2-1 /4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP. /VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4" X 4" BUTT HINGE STEEL 11 #9 X 3/d' PFH WOOD SCREW STEEL 22 3 POINT "TONGUE" MULTIPOINT LOCKSET (Mfg. BY HOPPED STEEL 23 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADATHRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD AIUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANEL -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 55 # 10 X 1-1 /2" PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 2" PFH WS STEEL 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Plastpro, Inc. Smooth / Wood Grain / White Wood Grain Exterior Exterior Door 5200 W. Century Blvd. Rustic /Mahogany Doors Assemblies Los Angeles, CA 90045 Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswing - "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1918) for Plastpro Inc., based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Prodyct Approval, Depwtment of Business & Professional Regulation. • • • • RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financie l "IrtaSt in thcocompany • • • • � • manufacturing or distributing the product or in any other entity involved in the approval proc"S Oahe product flamed • • ••.•. • herein. • • • • . • • • • . •••••• Limitations: 0400 • • • • • • 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code tPBQtstructujal rp oirements+: • • 0 including the "High Velocity Hurricane Zone". • • •. . • • • 000000 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base mate*R %pMCbe beyond Wall dressing • or stucco. • • • • see*** •••••• 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and d&s nol 6equire'an impact ; • • •.; resistant covering. •• 0 • •• • • 0 0 4. When used In areas outside of the "HVHZ" requiring wind borne debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. See drawing FL-15210.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. Lyndon F. Schmidt, P.E. TEL 01391846 TAS 201-94, 202-94 & TAS 203-94 Testing Evaluation Lab., Inc. William Shelton, P.E. ETC-05-255-16776.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Joseph L. Doldan, P.E. ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L. Doldan, P.E. ETC-07-209-19303.0 ASTM D 635-98, 638-03, 1929-96 & 2843-99 ETC Laboratories Ben Meunier 2. Drawinq No. Prepared by Signed & Sealed by No. FL-15210.1 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 3. Calculations Prepared by Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4 Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro, Inc. is manufacturing products within a quality �% �;:��G E N gF•.% i�00 assurance program that complies with ISO/IEC 17020 and Guide 53. `�� :• No 43409 •� 9�• STATE OF ' W: i�.C�••.A, , Q:' �Lyndon F. Schmidt, P.E. ��i�Fs • = p •�� .... FL PE No. 43409 ��i,,rS;ONAi 8/31/2017 Sheet 1 of 1 V.-�� M IAM I•DIADE MIAMI-DADE COUNTY r MOM 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.miamidadLgov/building SIW Solutions, LLC 975 S. Congress Avenue #102 Delray Beach, FL 33445 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 A: Having Jurisdiction (AHJ). • • • • • • • This NOA shall not be valid after the expiration date stated below. The Miami -Dade Cotvylyj';pducttitfdl **see* Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Cour4iaserve the right , to have this product or material tested for quality assurance purposes. If this product•@*#*aerial @'ails: perform in the accepted manner, the manufacturer will incur the expense of such testingland the A T may • • • • immediately revoke, modify, or suspend the use of such product or material within then' fO5I ction, • F Eft • •' • • • reserves the right to revoke this acceptance, if it is determined by Miami -Dade Cou$i+'y Product Clohtfdl "' • • • • Section fails to the the building co;e. that this product or material meet requirements of applicable 0 • has been designed Florida ikkiig • • 0 • This product is approved as described herein, and to comply with e ItL Code includingthe Hi VelocityHurricane Zone.- so• • 090900 DESCRIPTION: Series "250 XXL StormSafe" Aluminum Horizontal Sliding Window — L.M.I ' f • • • APPROVAL DOCUMENT: Drawing No. W14-42, titled "S-250 XXL StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets I through 6 of 6, dated 12/05/14, with revision C dated 12/05/18, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 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. 17-0717.04 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 Manuel Perez, P.E. NOA No. 19-0131.07 htiaruwe COUNTY Date: August 01, 2022 Approval Date: March 28, 2019 3 Jt� 11 Page 1 SIW Solutions, 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's No. 07-0511.10 and 15-0102.02) 2. Drawing No. W1442, titled "S-250 XXL StormSafe Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 12/05/14, with revision.B doted 07;06/4: prepared by Al-Farooq Corporation, signed, sealed by Javad Aluxa$, P.E. . • • ...... • • 00 B. TESTS •' • • " • V0601. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •;;;; • • 2) Uniform Static Air Pressure Test, Loading per F$C TAS z02-�4 • •: • •. 3) Water Resistance Test, per FBC, TAS 202-94- • • • •. • 4) Forced Entry Test, per FBC 2411.3.2.1, and:TA.S 102-94 .' 5) Large Missile Impact Test per FBC, TAS 261-94 ' ...:. • • • • • • 6) Cyclic Wind Pressure Loading per FBC, TAS ;3; 94 • • ....: along with marked -up drawings and installation diagram of a series 200. jjwhinum • horizontal rolling window, prepared by Blackwater Testing, Inc., Test Reports No. BT-SIW-14-017C, dated 09/22/14 and BT-SIW-14-017D, dated 09/25/14, signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under NOA No. 15-0102.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, RETI-06-4094 and HETI-06-4179, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) 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 series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4095, HETI-07-4126 and HETI-07-4282, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.05) U Manuel P E. Product Control xami er NOA No. 1 .07 Expiration Date: August 01, 2022 Approval Date: March 28, 2019 E - 1 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 12/29/14 with revision dated 06/01/15 and updated to the FBC 6th Edition (2017) on 06/30/17, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 17-0717.04) • • • • • • 2. Glazing complies with ASTM E1300-09 ...... . ...... D. QUALITY ASSURANCE ...... 1. Miami -Dade Department of Regulatory and Economic Resourcts 4RER). • • • • • • ' ...... 0 • E. MATERIAL CERTIFICATIONS 000 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray �4N01a, Inc. for their • "Trosifol® Ultraclear, Clear and Color PVB Glass Interloyeq ' dated 61%9/17,' •'... . . expiring on 07/08/19. • . .. • • • • • • 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Compa>iy.(MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 3. TREMCO Part No. Vulkem 116 LV White Polyurethane Sealant complying with ASTM C1183- 0.135-0.169fl.oz./min., ASTM C661- ±40 A, ASTM C1246- PASS-6 Hrs., ASTM C679- 30 Hrs., ASTM C510- No Stain, ASTM C794 Aluminum 18-22 PLI, Concrete 20-25 PLI AND Brick 19-23 PLI, ASTM. C793- PASS, ASTM C719- �25% and ASTM D412- 150-200 PSI. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61' Edition (2017), and of no financial interest, dated 06/30/17, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. BT-SIW-14-017E, dated 09/25/14 and BT-SIW-14-017F, dated 09/22/14, issued by Blackwater Testing, Inc., both signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA No. 15-0102.02) 3. Proposal issued by the Product Control Section, dated 09/19/14, signed by Jaime D. Gascon, P.E. (Submitted under previous NOA No. 15-0102.02) 4. Laboratory compliance letter for Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-06-4094, HETI-06-4095, HETI-06-4179, HETI-07-4126 and HETI-07-4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz—Seda, P.E. (Submitted under NOA's No. 07-0511.10 and 07-0813.0.5 Manuel Perez, Product Control Exa ine NOA No. 19-0 . 7 Expiration Date: August 01, 2022 Approval Date: March 28, 2019 E-2 SIW Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. Notice of Acceptance No. 15-0102.02, issued to SIW Impact Windows, LLC for their Series "250 XXL StormSafe" Aluminum Horizontal Sliding Window — L.M.I.", approved on 06/18/15 and expiring on 08/01/17. " 2. NEW EVIDENCE SUBMITTED A. ...... . DRAWINGS ...... 1. Drawing No. W14-42, titled "S-250 XXL StormSafe Alum. Hor}!.*Dolling Wdw. ;..••; (L.M.I.)", sheets 1 through 6 of 6, dated 12/05/14, with revision C.died 1110648, ' prepared by Al-Farooq Corporation, signed, sealed by Javad Akrr;P.E. • �. ; . •; • • .. .. .... ...... B. TESTS •••••• ' 1. None • C. CALCULATIONS • • """""" 1. None D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated January 9, 2019, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Asset purchase agreement dated December 28, 2018, signed by Mr. Abdiel Lopez and Mr. Steven G. Tourek. 3. Letter from owners of existing NOA stating that they have sold all assets to the applicant, that they no longer manufacture the product and relinquish their rights to the current NOA, dated December 28, 2018, signed by Mr. Abdiel Lopez, Manager G. OTHERS 1. Notice of Acceptance No. 17-0717.04, issued to SIW Impact Windows, LLC for their Series "250 XXL StormSafe" Aluminum Horizontal Sliding Window — L. approved on 08/10/17 and expiring on 08/01/22. Manuel ere . roduct Control Ea mine NOA No. 19-0 31. Expiration Date: August 01, 22 Approval Date: March 28, 2019 E-3 6' MAX. 6' MAX. 115 8" MAX. AT WIG. SOLE ENDS FALSE MUNTINS SURFACE APPLIED OPTIONAL THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. — III- _ ------- SERIES 250 XXL STORMSAFE ALUMINUM HORIZONTAL SLIDING WINDOW �j D it I� jj li APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE i I 1 •/ __t' ____11 •/___ I� �_'d _'ICOMBINAj1ONS OF H.S./H.S. OR HORIZONTAL SUDING WITH OTHER - -----i----- it I� a II H � WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. li ,I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL li ;1 li it WILL APPLY TO ENTIRE SYSTEM. _v , I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 6 I' 18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE m ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 24' _ 82 5/76 I = AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE Imo MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. D.L. OPG. D.L. OPC. e u A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY 28 5/8- ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. VENT WIDTH MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 139' REQUIREMENTS OF THE 2017 FLORIDA BUILDING CODE & ADOPTED STANDARDS. WINDOW WIDTH THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 8. MAX 12• MAX.FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY AT MTG. HEAD/SILL �I FALSE MUNTNS OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STILE ENDS I SURFACE APPLIED WATER INFILTRATION RESISTANCE ETC. A � OPTIONAL CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. II it _ MAXIMUM DESIGN LOAD RATING = + 60.0 PSF D _ ".� E (FOR SIZES SHOWN ABM OR SMALLER)) — 60.0 PSF .- u r n ii NOTE: / d GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) ---------- ---- I ter-------�r---- I •• iW4 FIjJRjpA ILDI(yG�OMMISSION — • DEOLARAT(RY•S I+TET4EE DgAlb3-DEC-219 � • •• • • • • ••• • 1tt1f11I114j CEN3F _O N � m W r200UCT R::1'15:.D _ . 705Y2 28 1/2' 101 1/2' z • • • • • • • • • ns ^-.ir cbe Florida D.L 0—- D.L. OPG. u • • • • Dail,f� • fOI •U . • • F einti, iYate STATE OF !!�� 33 1/8. • • • • • VENT WIDTH • • • • i / •'•..FjORICF;.•'•G,\�� ... . Dy TYPICAL ELEVATIONS Nt' aJe lr ,i T ONpAIL . �� ••• • • • • ••• • • • • • • • • • • • • ••• • • •• •• • • • •• •• • • ••• • • N drawing no. W 14-42 144" WINDOW WIDTH 6' MAX. 8" MAX. 12' MAX - I I AT MTG. D/SILL I G HEA (A1 STILE ENDS I i I i I 11 _ 1 I� I I 11-___=_�iI _ 1 I I I • V • U �/ 11 �1 �/ I� �I • �/ N S r O lL_ J =7---=--T ----- IT - LI O h z b 0 I� _ > I 11 II II II V VVVI/ II II 1 II it II I II 24- 82 5/16" 1_ 24' ).L. OPG. D.L. OPG. D.L. OPG 28 5/8' 28 5/8" 3/16' HEAT STREN'D CLASS l� FALSE ' R SURFACE .090' Interlayer Z I•. OPTIONAL Trosifol PVB By 'kuraray America, Inc � O ► n q = N OR I .090"SafleInterayer � r i a < n x Clear Md Color Glass 'Eastman OJ By Chemical Co.' IL H W LL I-3/16- HEAT STREWD GLASS I O N r P. V yj a>�� a 0 a, 4 paoo� py •3 rc {a m b 4i w J N I, 5 SILICONE DOWSIL 995 Z Q w IL Z r - O f J m a_ 9 l I I I 1�yuI it W ME F �i z V WINDOW WIDTH 6' MAX. 8' MAX. 12' MAX. HEAD/SILL AT MTG. HEAD/SILL-� CORNERS /t I STILE ENDS o m = n= n o z I 11 II I I u i1 u n n i i II I it % i, 1' m n u 11 n0 II II 'I n II II I I 28 7/8' O.L. OPG. 33 1/2- - 101 1/2- O.L. OPG. D.L OPG. 33 1/2'_. � � r W � 19 AT 1/4 POINTS ON L1TES 1 WIDER THAN 36" GLAZING DETAIL o 7/I6" OVERALL14 v i_1 C u-Lj 4 0of2 m 70 N 0 o to x�NQ vfOi FALSE MUNTINS N O ~ SURFACE APPLIED OPTIONAL I I GIV MAXIMUM DESIGN LOAD RATING - + 60.0 PSF = iQ (FOR SIZES SHOWN ABOVE OR SMALLER) - 60.0 PSF a 3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) • • • • • • • gjJD F 0 DA QUILDING COMMISSION o m1�1 —• L • • • •DEGLA ATQRY• EMENT DCA05—DEC-219 u o m • • • • • • • • • • • ``71111l Iliffrr�, • • • • • • • • �p1 •- VCENSF •••. o • I o I w- • •� ! i • • r^o�ucr RavlsT� . TDB L • • • vk-" ins•'•uYtc f7aric'a' i7 , Y7 - L• ro �: • • B 7llo L"al • • �'� I • • n<-a}cax r1o•! - ! 1 '•., Jan 9,2019 1 • •• • • • •r..p,tc.^nLil STATE OFno. ll ... . . . . ... . • . . . . . . . . . . • .. .. . . . .. .. ... . . . ... . • BY W000 BU1CK1 n. , n •° , ,.a d . TYPICAL ANCHORS -SEE ELEV. FOR SPACING METAL I STRUCTURE EDGE DFSi. . TYPICAL ANCHORS SEE ELEVS. CFOR SPACING EDGE DIST. rr____ ____ _________il IIMIAMI-DADE PROVED II j I MULLION h ZrMUWON ANCHORS I I I SEE SEPARATE NOA I ... .. - j EDGE DIST. I I 7nA _ 13 r i IN N __ _ _ n it u W O J o � 3 IN a O a W k W • I � A I • a w2 J •\14 e EDGE DIST. TYPK,AL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING NCHORS ; In ING I Z m m I3 0 &� F 2W h IL ? n a �o �0 o 0 U IL 0 �iaM1 0o Z poo 0 tyyZA o Q W ' M )L Z41_ a WOOD BUCKS AND METAL STRUCTURE NOT BY 'SIW SOLUTIONS. Q MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. s a SEALANTS: TYPICAL ANCHORS: SEE ELEV. FOR SPACING ;.1 < ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1/4" DA . ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) ' o SILICONE OR ACRYLIC SEALANT. 1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOODI Jt+ir�i WEEPHOLES: J ¢ T THRU IBY BUCKS INTO CONC. OR MASONRY 3 W1 = 1" X 1/4" WEEPHOLES IN PAIRS (2) ON VENT AREA AT 2" FROM ENDS AND 26" O.C. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 0 m 0 (4) UNDER FIX. LITE AT 18" O.C. DIRECTLY INTO CONC. OR MASONRY ? Z t=¢j I W2 = 1-3/4' X 1/4" WEEPHOLES WITH NYLON BAFFLE 1-1/4" MAN. EMBED INTO CONC. OR MASONRY 0co (2) ON VENT AREA AT 15" FROM ENDS AND 24" O.C.0141 V) U m (3) UNDER FIX. LITE AT 16" O.C. cMc OR DRt I ING SCREWS (GRADE 2 cRs) x I V) -Iv INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SIMSOR SELF DRILLING SCREWS (GRADE 2 CRS) W INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 0 i o TYPICAL EDGE DISTANCE o INTO CONCRETE AND MASONRY = 1-3/4" MIN. °A a INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. • • • • AT HEAD SILL OR JAMBS SG - 0.55 MIN. o c a m • G�HC ETC AT.N $I •0 R.A99S f'. - 3000 PSI MIN. 8 0 • 011-90 MO►1yL.E4 LOW/FBWK•AT JAMBS f'm - 2000 PSI MIN. o < m • • • • • • • • • • • • • ttt1t 11III ITT ' _ u see 00 so gD, M � I i • • • • • • • •.tODUCT•REV�SFiD No. 70592 _ 1BY • • • • •u 11i�p� it WOOD 81lc,1t • • •��^iJ�ngco�� 'Jan9,2019(�y� • • • • • •'.�r" once t•�I STATE OF drawing no. • • • • • �l�i� It!/Io 2c �',�s�'°" °�,"��`.: W 14-42 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r. u; e 1 M MI -DARE COUNTY n171 3 APPR.O CLIPPED MULLION- VENT WIDTH 1/4 MAX SEE SEPARATE NOA 1 TYPICAL ANCHORS SEE ELEV. 1/4' MAX. 12 11SHIMS / FOR SPACING OH OTYPICAL ANCHORS 1 ,, -� SHIM 21 SEE ELEV. I� D.L OPG. 7 /8 X 1/2' PH SMS FOR SPACING I I d 1V ,att 2/ UTCH II it Q; O � u METAL STRUCTURE 021oD8 , - - - - - - - - - - - Z. f 2J -SCREEN ________23 .� ,_._.__.__. Qi oI I R �I Wj O 2X3 FOAM PAD 4 AT TOP & BOTTOM M _ WINDOW WIDTH WINDOW WIDTH v s I o EXTERIOR gut N 1 18Y f; a WINDOW WIDTH WOOD BUCKS J . n XO LAYOUT L TYPICAL ANCHORS OX OPPOSITE in LL N SEE ELEV. w a FOR SPACING ty' y CD V m O C �Um in < vO O' VENT WIDTH VENT WIDTH -^•I 1/4' SHIM OPTIONAL TO 12 MAX. TYPICAL ANCHORS 1/t' MAX. O D.L. OPC. , 11 SPRING LATCH D.L. OPG. SEE ELEV. _ �L/J FOR SPACING SHIM 7 /8 X 1/2- PH SMS 7 21 2/ LATCH METAL I STRUCTURE 2OBY GOD BUCK D STRUCTURE i S mac` I _ a w _23 -SCREEN OPTK)NAL =- _ _ -_--_ - SCREEN OPTIONAL-___ w ••• • 4 5 D.L OPG. 14 5 4 •• 4 • • • • • s n>!r}1)+oE with the - .. EXTERIOR •• ••• • •• •• ;7'S— ,t • • • • Florida No. 70592 • 1. �ciaa•.� I 1� — 9 3 WINDOW WIDTH .• --�—_• ;Icx, unR No b 5 • • • • • • e�nnaeo c l ': j!n9,2019o XOX LAYOUT • • • • • • • ' �®�•. STATE OF .�!(�` drawing no.' • • 000 . �%- i Ram• % �C` ''•.�toato�.•`�� W 14-42 I A � ` sheet 4 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.000 1 21 t248-J LI.448J OFRAME HEAD 13 O2 FRAME SILL .062 L .250 .437 F-1.424 ---1 SILL TRACK FRAME JAMB (VENT SIDE) 1.328- 078 TYR .563 S- t.375 .062 1 © VENT TOP/BOTTOM RAIL Oe JAMB STILE 2.312 078 2. I5: 1.248 1.500 O7 MEETING STILE 087 7-11 TYP. I TW. I�I( 1.47 1.248 L -1.875 O FIXED MTG. STILE -1.125-I .078 1 r062 TY 3.062 1 3.000 I 1.� ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 SrmI 1 FRAME HEAD 6063-T6 - 2 SIW202 1 FRAME SILL _-- -- 3-T6 - 3 S1W213 1 - SILL TRACK 3-T6 �E063-1`5 - 4 SrW204 2 FRAME JAMB (VENT SIDE) - 4A StW131 2 FRAME JAMB (FIX SIDE) 6063-T5 - 5 SRV208 1/ VENT FIXED MTG. RAIL 6063-T5 - 6 SIW 107 2/ VENT VENT TOP & BOTTOM RAIL 6063-T5 - 7 SIW105 1/ VENT VENT INTERLOCK 6083-T5 - 8 SIW1D6 1/ VENT - VENT JAMB SIRE 6063-T6 - 9 SNI708 AS REDD. GLAZING BEAD (7/16' GLASS) 6063-T5 - _ 9.1 SIW127 AS REGO. ALT. GLAZING BEAD (7/16- GLASS) 6063-T5 - 11 2K356B22 2/ VENT SWEEP LATCH, AT IS- 1/2- FROM EACH END - MASSOUD & BROS. CO. 12 SRVIO9 2/ VENT SPRING LATCH, AT 15-1/2' FROM EACH END 6063-T6 - 13 - AS REDO. FRAME & VENT ASSY SCREWS FIXED RAIL SCREW AT TOP - #10 X 1-1/2• PH SMS 14A - 2/ VENT - #12 X 1-1/2' PH SMS 148 - 2/ VENT FIXED RAIL SCREW AT BOTTOM - 112 X 4' PH SMS 15 SBY207 4/ VENT ROLLER HOUSING & GUIDE DELRIN - 16 SIW208 2/ VENT ROLLER . _ ROLLER PIN - BRASS OR ST. STEEL 17 SLW209 2/ VENT ST. STEEL - 18 - 5/ WOW. BAFFLE NYLON - 19 - 2/ LITE SETTING BLOCK, DUROMETER 85f5 SHORE A EPOM - 20 W2320ING AS RE00. TOP & BOTTOM RAIL WSTRIPPING - ULTRAFAB OE EOWVN 21 9302BL AS REOD. JAMB W'STRI FRAME PPING POLYPROPYLENE CENTRAL PLASTICS 22 - OPTIONAL SCREEN - 5/16' BOX 23 U4513 AS REDO. BULB W'STRIPPING - SCHLEGEL 24 5531 AS REOD. 1 AS REOD. EXTERIOR GLAZING SPACER, DUROMETER 70t5 SHORE A SANTOPRENE CENTRAL PLASTICS 25 5530 INTERIOR GLAZING SPACER, DUROMETER 70t5 SHORE A SANTOPRENE CENTRAL PLASTICS 155 120 .200 I_.I .290 .240 .140 TUJ i- -I 1--.063 .058 I L 24 EXTERIOR GLAZING SPACER 25 INTERIOR GLAZING SPACER SCALE 1:1 SCALE %1 --: .937 2.124 FRAME JAMB (FIX. SIDE) t2 SPRING LATCH •• ••• • • • • •• 5I51 55 • •• .0501 r- ' 1.177 .12 •• 1.177 .050• ••• ••• ••• ••• ••• • .615 I j iKtDtlt=t !iF V156U I .104 uy g�.ith the Flor'da •• • ACttYYxe lJo_ "i • • • • • Er. ir_ m DM� Miami Prodlcl GLAZING BEADS (7/16• GLASS) I/ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• Z h m C h� N Qf iR d � n IL 0 4A ,n V O» 04008 agin On i 3 N v A I N O J ¢ n '� Cin, 4 0 Of .+ U U I FOOD N F u V)rno �� Q;.•' �i ,n GENBp I No.7OW2 a �'•, Jan9,2018; drawing no. 2 W14-41 VENT TOP/BOTTOM CORNERS I 1 FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER AT MOVING END c �8g AN a:••' ":NSF � o A \ g I PRODUCT RE\'pI�SSDNO. 70692 f • • • �ulidmg Coocct I � � � — j •WRAME •OTTOM CORNE! R t.cccpanm 1 •D • • AT��(EEFEN�• "� Jan9,2019,{�; • C3 '•. 3'TATE OF ifj� drawing no. • • • • • f%Y '•.R(ORIOP•.•' \�� NAL, sheet 6 8 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • •