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RC-17-2131Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address permit Permit NO. RC--17-2131 Permit Type: Residential Construction Work Classification: Alteration Permit Status: APPROVED Issue Date: 10/31/2017 Expiration: 04/29/2018 Parcel Number Applicant 731 NE 95 Street Miami Shores, FL 1132060142130 Block: Lot: FENTON FIVE GROUP, INC • Owner Information Address Phone Cell FENTON FIVE GROUP, INC 731 NE 95 Street MIAMI SHORES FL 33138- (305)796-5460 731 NE 95 Street MIAMI SHORES FL 33138- Contractor(s) DILBERT ENTERPRISES, INC Phone Cell Phone 786/256-6434 (305)945-0727 Valuation: Total Sq Feet: $ 20,000.00 285 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type of Construction: CHANGE OUT OLD KITCHEN CABI Stories: Front Setback: Left Setback: Bedrooms: Plans Submitted: Yes Certificate Date: Bond Return : Occupancy: Single Family Exterior: Rear Setback: Right Setback: Bathrooms: Certificate Status: Additional Info: Classification: Residential Fees Due CCF CO/CC Fee DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $12.00 $50.00 $9.00 $6.00 $4.00 $600.00 $9.00 $16.00 $706.00 Pay Date Pay Type Invoice # RC-8-17-64967 10/31/2017 Check #: 1084 08/23/2017 Check #: 1101 Amt Paid Amt Due $ 556.00 $ 150.00 $ 150.00 $ 0.00 Available Inspections: Inspection Type: Final PE Certification Window Door Attachment Framing Insulation Drywall Screw Fill Cells Columns Window and Door Buck Review Planning Review Electrical Review Electrical Review Plumbing Review Mechanical Review Mechanical Review Building Review Structural 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 :II t construction aPrA.a rliri�. Futherm re: Owner foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating tho a the above -named contractor to do the work stated. pplicant / Contractor / Agent October 31, 2017 Date Building Department Copy October 31, 2017 1 0 BUILDING PERMIT APPLICATION WILDING ❑ ELECTRIC El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 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 Master Permit No. Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL 73/ AJ 95-2111 S T City: Miami Shores County: Folio'/Paarcel#: %,/ o/v Occupancy Type: Load: Construction Type: Is the Miami Dade Zip: Building Historically Designated: YesJ NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): l - U 6 (' .. P Phone#: 36�-776 - 51/6 0 Address: 76 9 /"-J& , jc J 1t5 Y City: r4 1 I ki4/\ 1 State: FL Zip: 5 3l : P Tenant/Lessee Name: Phone#: Email: tGN�O/J@C Jp1 / 9 A,1 G%' - GQr`1 CONTRACTOR: Company Name: ,4-7711 �il17.44,/'/SG Jl/%C. Phone#9a' —by311 Address: 0.(/ 5? City: /%% '%J?/ % St te: v Zip: .. Qualifier Name: �"yr/ Phone#: State Certification or Registration #: Certificate of Competency #: ,o,5 3,Sbo 6?i5- DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Ae DO0 Square/Linear Footage of Work: V K 50 el - Type of Work: ❑ Addition ❑ Alteration % ❑ New Repair/Replace n Demolition Description of Work: Cfjq-� p- 9 '7 O/6/ Zi%'/( e•i'/ eq��f',w:cliii.<445 ('-7 (l 0 , `/ `�W .-.. w,i�!"'^' 0 �� k4 t >i i/ C/ /i7), , , / � F r . "� . ,K i%" v - ids.:, [ o. i % Specify color of co/or'tiirutile: , Submittal Fee $ ,+,,.<‘ ^,• mil' f J� 'Permit Fee Scanning Fee $ Technology Fee $ \ L7 Structural Reviews $ Oo CCF $ I °_x`CO C $r. 50 Radon Fee $ C p DBPR $ 1 Notary $ Training/Education Fee $ 1-1 Double Fee $ Bond $ 0 0 TOTAL FEE NOW DUE $ 55r^ (Revised02/24/2014) Bonding Company's Name (if applicable) Bondirilto T pany's Address City . ti. i State Zip Mortgage Lender's Name (if applicable) r Mortgage Lender's Address City State 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. - c "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 propeltty's 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. y - Signature'//ll `!4 OWNER or AGENT The foregoing instrument was 26 day of Ivty Cclo336ce. me or who has produced Signatur CONTRACTOR acknowledged before me this The foregoing instrument was acknowledged before me this , 20 Il , by ?ID day of �]v1 1 t , 20 , by , who is personally known to ` ' -*:(4- I , who is personally known to as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: NOTARY PUBLIC: Sign: ' SVS 1\ • \ � A ' Print. Seal: **************************** **** ** ******************************* BY APPROVED 0 Plans Examiner Zoning • Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3206-014-2130 Property Address: 731 NE 95 ST Miami Shores, FL 33138-2514 Owner FENTON FIVE GROUP INC Mailing Address 794 NWE 119 ST BISCAYNE PARK, FL 33161 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,852 Sq.Ft Lot Size 10,725 Sq.Ft Year Built 1951 Assessment Information Year 2017 2016 2015 Land Value $321,854 $240,822 $240,822 Building Value $128,899 $131,814 $128,899 XF Value $2,878 $0 $2,165 Market Value $453,631 $372,636 $371,886 Assessed Value $383,002 $348,184 $316,531 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $70,629 $24,452 $55,355 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 12 & W1/2 LOT 13 BLK 68 LOT SIZE 75.000 X 143 73R-246698 Page 1 of 1 Generated On : 8/23/2017 Taxable Value Information 20171 2016i 2015 County Exemption Value $0 $0 $0 Taxable Value $383,002 $348,184 $316,531 School Board Exemption Value $0 $0 $0 Taxable Value $453,631 $372,636 $371,886 City Exemption Value $0 $0 $0 Taxable Value $383,002 $348,184 $316,531 Regional Exemption Value . $0 $0 $0 Taxable Value . $383,002 $348,184 $316,531 Sales Information Previous Sale Price OR Book - Pa 9a Qualification Description 07/12/2017 $430,000 30625-3425 Qual by exam of deed 07/10/2012 $0 28184-4496 Corrective, tax or QCD; min consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/23/2017 2017 FLORIDA PROFIT CORPORATION ANNUAL REPORT DOCUMENT# P11000090620 Entity Name: FENTON FIVE GROUP INC. Current Principal Place of Business: 764 N.E. 119 STREET BISCAYNE PARK, FL 33161 Current Mailing Address: 764 N.E. 119 STREET BISCAYNE PARK, FL 33161 US FEI Number: 33-1149733 Name and Address of Current Registered Agent: FENTON, MAURICE F 764 N.E. 119 STREET BISCAYNE PARK, FL 33161 US FILED May 16, 2017 Secretary of State CC9470129993 Certificate of Status Desired: No The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Officer/Director Detail : Title Name Address City -State -Zip: D FENTON, MAURICE 764 N.E. 119 STREET BISCAYNE PARK FL 33161 Title Name Address City -State -Zip: D FENTON, JENNIFER 764 N.E. 119 STREET BISCAYNE PARK FL 33161 Date I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that l am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: MAURICE FENTON PRESIDENT 05/16/2017 Electronic Signature of Signing Officer/Director Detail Date Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature. State of Florida County of Miami -Dade n The foregoing was acknowled a before me this \ 1 day of ' " U T� B Notary: SEAL: GIUY C-.- ' c, C\zMs, , 20 ` 6 . who is personally known to me or has produced as identification. 0 .1PRV.Py. YANADY PRIETO . :,,, MY COMMISSION # FF 214031 • EXPIRES: March 25, 2019 ,RA V;$t�` Bonded Thru Notary Public Underwriters M IAM F[aADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES.(RER)t. BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) • ECO Windows Systems, LLC 9114 N. W. 106th Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or•marlal fails to MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy RECEIVED AUG 2 3 2017 meet the requirements of the applicable building code. • • • .. . .. . This product is approved as described herein, and has been designed to comply with the•I'1tttd'a BuildNig Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "600" Aluminum Single Outswing doors w/wo Sidelite-S.M, L . • • . • • APPROVAL DOCUMENT: Drawing No. W15-68 REV A, titled "Series 600 Alum Otijs'wlig Enjr•anpepoor (S.M.L)", sheets 1 through 9 of 9, prepared by Al-Farooq Corporation, dated MAY 10, 2016,'signed tfifd gc*aled by •';' Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp wtitlti<?i Notice off'. • Acceptance number and approval date by the Miami -Dade County Product Control Section. • • • . MISSILE IMPACT RATING: Small Missile Impact Resistant Limitations: 1. See Design Pressures for Single door or Single sidelite in sheet 2 and single door w/Sidelite in sheet 3. Max. Single door frame width = 37-7/8". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • MIAMI-DADE COUNTY APPROVED . . . .. . ... . • • •. • • NOA No. 15-0914.11 Expiration Date: June 02, 2021 Approval Date: June 02, 2016 Page 1 ECO Windows Systems., LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W15-68 REV A, titled "Series 600 Alum Outswing Entrance Door (S.M.I.)", sheets 1 through 9 of 9, prepared by Al-Farooq Corporation, dated MAY 10, 2016, 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 .... 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 2Q2-9.4 . * • • • • • along with marked -up drawings and installation diagrams of Alum Single Class doo>: W/alo sidelite, prepared by Fenestration Testing Lab, Inc., Test Report No. FTI:-XICH dated.... 06/26/2015, signed and sealed by Idalmis Ortega, P. E. •• • • • • ••• .... •. • .. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with%LIC-201'4ES:: Edition), prepared by Al Farooq Corporation, dated 09/28/15 and last cevisegl on 04/24/16, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. • • . . . . .. . D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). • •.. . •. .. • .• . • .• E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kurray Butacite PVB Interlayers", expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/24/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 approved by Jaime D. Gascon, P.E. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0914.11 Expiration Date: June 02, 2021 Approval Date: June 02, 2016 E-1 • • ••• • • ••• •• •• • • •• • •• • • • • • • •• •• •• •• • • • • • •• •••• •• • • • •• •• • •• •• • • ••• • • • • ••• SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR FOR SINGLE (X) DOOR AND STAND—ALONE SINGLE SIDELITE CAPACITIES SEE SHEET 2. FOR SIDELITE MULLION CAPACITY SEE CHART ON SHEET 3. LOWER VALUES FROM DOOR, SIDEUTE OR MULLION CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • •• ••• •• • • • • • •• • • • • • ••• •• • • • • 3/16" HEAT STREW°. GLASS .090" Interlayer Butacite PVB By 'Kuraray America. Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'G2' 7/16" NOM. LAM. GLASS 5/32" TEMP. GLASS 5/16" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interlayer Butacite PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 siBt7 I� f GLASS TYPE 'G3' m 15/16" NOM. INSUL. LAM. GLASS THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. MIAMI—DADE COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. SHUTTERS NOT REOD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. m m 1 Approved as.compiyi g with the Florida Building Code [fate o t., NOM N S- o9/5, • l Masai Dade Product Comm! BY ISU•-) CARDINAL XL EDGE SPACER ST. STEEL SILICONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS MAY 1 0 201 EKAt TATE OF ` rNtlnit\\\\ N w 0 8 N 0 0 t g drawing no. W15-68 sheet 1 of 9 • . .•. . . • ... •• .. . • .• • .. •• • • • . . •• •• •. •• • . . •• • . •. ••.. •. • . •. •. . • • • • .. • • •. •. . ... 3' MAX. HEAD/SILL CORNERS 37 7/8" TESTED 000R FRAME WIDTH 9" MAX. HEAD SILL r - DOOR FRAME HEIGHT 96 3/8" MAX. I1 U / id LEAF HEIGHT 86 7/8" MAX. D.L. OPG. 1 1 1 1 1 1 1 1 1 1 1 / / / /i \ \ \ \ A' pI II II V i I 1 1\ B \ \ M1_Nom1 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRLL MAY BE USED (x) SINCLE DOORS (X) LOAD CAPACITY - PSF DOOR DIMS. GLASS TYPES 'G2' A:.G3' FRAME WIDTH LEAF WIDTH FRAME HEIGHT( EXT.(+)HEIGHT. INT -) 37-7/8" 35-1/8" 98' 70.0 135.0 LOCK SEE SHEET 7 FOR DESCRIPTION GLASS D.L.O. DIMS D.L.O. HEIGHT (DOOR) = FRAME HEIGHT - 11.125" D.L.O. WIDTH (DOOR) = FRAME WIDTH - 12.875" NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. • • • • • • • • • • • • • • • • • • • • • • • • •• 3" MAX. 37" TESTED a L E FRAME*U'IDTH•* • •• F. • • • • • • • 6' • • • • • •i. • O MAX. HEAD HEAD/SILL E SILL CORNERS •• • • .•.14 •-.• I-.1'• .y • • • •. . . • •• • • • • •_ • • • 10 • • • w /1% aJ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED II 32 1/2" 1 D.L. OPC. (0) m a19 '0 0 SINGLE SIDELITE (0) LOAD CAPACITY - PSP SIDELITE DIMS. GLASS TYPES 'G2' & 'G3' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) 37" 98" 70.0 135.0 42" 86" 61.7 114.5 GLASS D.1.0. DIMS, O.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.0" D.L.O. WIDTH (SIDELITE) - FRAME WIDTH - 4.50' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Approved as emptying with the Florida BW C Date 6 2- / NOAM / ' / •// Miami Dade Produce Control By /4.1 f IAAY 1.0 201 -o OF 4,� �oalo�.• � �11111 N�� J COMP-ANL\W15-6 drawing no. W15-68 sheet 2 of 9 • • ••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• • • • • • • ••• • • • . • • • • • •• .• SIDELITE MULLED WITH SINGLE LEAF DOOR SINGLE SIOEUTE SIDELITE DESIGN LOAD FRAME FRAME CAPACITY - PSF WIDTH HEIGHT EXT.(+) INT.(-) INCHES INCHES 24 70.0 135.0 30 70.0 135.0 36 82 70.0 135.0 42 61.7 114.5 24 70.0 135.0 30 70.0 135.0 36 86 70.0 135.0 42 61.7 114.5 24 70.0 135.0 30 92 70.0 135.0 36 70.0 135.0 24 70.0 135.0 30 98 70.0 135.0 36 70.0 135.0 3/8" SIDELITE FRAME WIDTH SINGLE DOOR FRAME WIDTH SEE TABLE ABOVE NOTE: FOR DOOR AND SIDELITE CAPACITIES SEE SHEET 2. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE. LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • • 3" MAX. HEAD/SILL CORNERS •• • • • •• ••• •• 3" 75 1/4" TESTED OVERALL 3" 3" FRAME 6. WIDTH CLUSTER OF (6) ANCHORS AT HEAD/SILL 9" MAX. T P. I I (1 111, 1 HEAD SILL I II . / / / // / I H1 H2 _ V \ \ \ \ \ \ 0 \\ e O ._ • I I (I^ 25" 7 I l(I 1 32 1/2 I r D.L. OPG. 35 1/8" MAX. O.L. OPG. LEAF WIDTH 37 7/8" MAX. 37" DOOR FRAME WIDTH SIDELITE WIDTH (xo) �•n:�:�:o h•r(g with the : .da Dui 64te 6 2 NOA# 1--4 /57•// Miami Dade Product Cardrd By kir? %• �..- MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 51.2 SO. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 •4 GEN. -iT 1 0 291 8 1 0 w CO N U drawing no. W15-68 sheet 3 of 9 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • • •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • • • • • 5/16" MIN. THROW BOLT PENETRATION m 00 EDGE DIST. • CONCRETE 26 TYPICAL ANCHORS SEE ELEVS. FOR SPACING GLAZING OPTIONS SEE SHEET 1 PROPERLY SECURED 1BY OR 2BY •CE DI . • / • VP•BUCK • •. t 40DGE •I51. • :4 1um‘a; h w • • K U • • • • • • a • • • • • • • • N• ••• • • • • • • • • •• • TYPICAL ANCHORS SEE ELEVS. FOR SPACING LOAD BEARING SHIMS OR POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALLIC f'c - 5000 P51 MIN. Yl V=1 5/16" MIN. THROW BOLT PENETRATION • COaRETE • N EDGE DIST. TYPICAL ANCHORS SEE ELEVS. FOR SPACING (2) 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 5/16" DIA. ULTRACON BY 'FI CO' (Fu=177 KSI, Fy=155 KSI) INTO WOOD BUCKS OR WOOD STRUCTURES 1-7/8" MIN, PENETRATION INTO WOOD (HEAD/JAMBS) TFIRU 1BY OR 2BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) /14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD 0R JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL 0R JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 P51 MIN. EDGE DIST. n�•x>�-gin METAL STRUCTURE --(SEE SPEC BELOW) sr 7 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI-DADE COUNTY APPROVED I, CLIPPED MULLION SEE SEPARATE N.A TYPICAL ANCHORS SEE ELEVS. FOR SPACING Approvedu.�ac�oot�mplying with the `oa �C 2 / Code NOA+t /r a 4/S/•// Miami Dade Product Coated By /54-7 /. 644. t.':AY 10 201 DOOR DETAILS Fs - co 0 0 0 2 8 drawing no. W15-68 (sheet 4 of 9 • • ••• • • • .•• • . •• • • • • •• . • • • • • •• •• • • • • • • •• •.•• •• • •• • • •• •• . •• •• • • • ••• • • •• • • ••• 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 3/8' MAX. • SHIM . TYPICAL ANCHORS SEE ELEVS.» FOR SPACING • • • ••. • •.• •••• •• • ••• • • • •• •• •• • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • CONCEALED FLUSH BOLTS 3/8 MAX. • • • L!VERS•7 STSE•FACE • • D • SHIM • • • • • • • • • •• • • • EXTERIOR D.LO. LEAF WIDTH DOOR FRAME WIDTH •• • EXT. 1BY OR 2BY WOOD BUCK MASONRY R ;CONCRETE LOCK SEE SHEET 7 FOR DESCRIPTION TYPICAL ANCHORS SEE ELEVS. FOR SPACING wrid.... fptyoB wuh dte a SotOins Crp Date CV 2//6 BUCK NOAN /f>09f4,•// TURF Miami' Dads Product Co.,* of / HEFT 1 By /L'7 /L M'l' TYPICAL ANCHORS SEE ELEVS. FOR SPACING DOOR DETAILS PAY 0201 uhUI ' c _i r drawing no. W15-68 (sheet 5 of 9 • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING •EDGE .DISI - CO1ICRETFr •. rn 0 a 0 00 a 0, GLAZING OPTIONS SEE SHEET 1 LOAD BEARING SHIMS OR POURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK. NON-METALLIC t'e = 5000 PSI MIN. t . : CONCRETE- EDGE DIST. SINGLE SIDELITE TYPICAL ANCHORS SEE ELEVS. FOR SPACING 1/4" MAX. ••• •�• 0 • • • • � • TYPICAL NClR1RS• • • at ELM. J• FR2 SPACING \ ` 4 01-41, ••O c ••E w • • ••• • • • • •• METAL STRUCTURE SEE SPEC SHEET 4 • 1 • •• • ••• •• • • • • • • • • • • 16 ••• • •• ••• •• r� • • •i • • • di1 • • 3/8" MAX. SHIM 18Y OR 2BY _WOOD BUCK MASONRYR O , CONCRETE EXTERIOR D.L.O. SIDELITE FRAME WIDTH TYPICAL ANCHORS SEE ELEVS. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING 3/8" MAX. SHIM 1 11111 -0 1 . ��r l�JiIiiiI-i L IU LEAF WIDTH DOOR FRAME WIDTH 37-7/8" MAX. 3/8" EXTERIOR D.L.O. SIDELITE FRAME WIDTH • MASONRY .OR CONCRETE OVERALL FRAME WIDTH 0 . , ..... ..._,.............._ .. r , , . -...,- ,. .0.....„ . 4 ®® 4"a DOOR FRAME WIDTH m tttttttt v EXT. SIDELRE FRAME WIDTV 3/8" 37-7/8" MAX. ;Ix; Ix�� ;pprocd se canPlY4'9 "'•N the Florida n i i 6 T4tamtrutc •�� [y SIDELITE DETAILS %tttll lllllt,77 70592 STATE OF : Wes. .PLOR10K.- I/lnnnt`` 0 m 8 S drawing no. W15-68 sheet 6 of 9 • • ••• • • • ••• •• •• •• •• • •• •• • • • •• • •• •• •• •• • • • •• • • • •••• •• • •• • • • • • •• • • • •• • • • • •• • • • • • • LOCK: CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SCHIAGE' 0R 'KWIKSET' LOCATED AT 38" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO LOCK STILE WITH (2) #8 X 3/4" FH MULTI THREAD SCREWS (2) 8-32 X 11/16" PH MS SURFACE MOUNT METALLIC DEAD BOLT LOCK BY 'SCHLAGE' OR "KWIKSET' LOCATED AT 43-1/2" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO LOCK STILE WITH (2) #8 X 3/4" FH MULTI THREAD SCREWS (2) 1/4-28 X 2-1/4" OH MS FLUSH MOUNT METALLIC STRIKE PLATES FACING LOCKS AT 39" AND 44-1/2" FROM BOTTOM EACH PLATE FASTENED TO FRAME JAMB WITH (2) #10 X 5/8" FH SMS CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-1/2° FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH (2) #8-32 X 1/2" FH MS HINGES 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART /FD-107 BY SULUVAN & ASSOC. 3 HINGES PER LEAF BOTTOM FINGE AT 10-1/4" FROM B0110M TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. '5 • f • • • • • • • • • • • • •• •• • •• ITEM / PART / REQD. DESCRIPTION MATERIAL MA/CF./SUPPLIER/REMARKS 1 • 4a0111 • - • • •00R FRAME HEAD/SILL 6063-T6 - i • • EEO • • : - • • FRAME COVER 6063-T6 - 3 • E60! • - • DOOR FRAME JAMB 6063-76 - 4 � • • Eft • • � •-� SIDELRE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELRE 9" 80i TOM FRAME 6063-T6 - 5 E605 - SIDELRE FRAME JAMB 6063-T6 - 7 E607 - LEAF TOP & BOTTOM RAIL 6063-T6 - • =A • • • • •-• • j62s • .—'tom •- LEAF 9" BOTTOM RAIL 6063-T6 - • g3 • • i60, • • 0 LEAF WSTRIP ADAPTER 6063-T6 - • • 49 • • •• • • 16011 • • - • LEAF HINGE STILE 6063-T6 - So • i61s • • • • • LEAF LOCK STILE 6063-T6 - 1 2 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 1/ CORNER LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 2/ HINGE HINGE BACK-UP PLATE 6063-T6 9" LONG 13B E613 1 LOCK REINFORCING PLATE, ABOVE AND BELOW LOCK 6063-T6 24" LONG 13C #10 X 3/4" 1/ PLATE LOCK REINFORCING FASTENER 6063-T6 FH SELF DRIWNG SCREW 14 FY109 - GLAZING BEAD (LAM. GLASS) 6063-76 - 15 E710 - GLAZING BEAD (INSJL. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-76 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 E623 1 SIDELITE MULLION 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914S5 - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #10 X 1-1/4" AS REQD. FRAME ASSEMBLY SCREWS - NH SMS 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE WSTRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING EPDM - 27 E206 - GLAZING BEAD BULB EPDM ULTRAFAB 28 - - XL EDGE SPACER (INSUL. LAM. GLASS) 5T. STEEL CARDINAL 29 E622 - FLUSH BOLT CUP NYLON - 30 DLO1RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO1W8 - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRIWNG SCREWS, AT 5" FROM EACH ENO - - 35 - 2/ LITE SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6' FROM EACH END, DUROMETER 8035 ITEM NUMBERS 6, 11, 32 AND 34 ARE NOT USED IN BILL OF MATERIALS Approved as complying with the Florida Buililing Date NOAY /G•-136/y// Miami Dade Product Co•8rd By 4/14CA•rt"+- 10 3 U drawing no. W15-68 sheet 7 of 9 • • ••• • • • • • • •• •• • • •• • •• •• • • •• • •• •• •• •• • • • • • • •• •••• •• • •• • •• •• •• • •• •• • • •• • • • • • •• • • • • • 1-1.750 z�i{ 394 • •I • • 1-•-�� •130 ••• ••• AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT �r 9360 SUNSET DRIVE, SUITE 220 T MIAMI, FLORIDA 33173 (C.A.N. 3538) /� TEL 6 (305) 264-8100 FAX. (305) 2629T6 �r COMP -ANL\W15-68EC0JI • 4.000 .078 4.031 078 4,750 • • • • .803--•O50 • 44 • • .937 045 b62 .625 CO DOOR FRAME CO 2.os2 HEAD/SILL 1.625 _J • •• • I • • 1.047 �-• • 1a GtA3iNC• BEV t. . (IASA • • R • • •. 7.252 iIfZING ,3i,AD • • WSUL IArAS . GLASS _ • • •• • • ♦ • • 1541• • •• • • It • 1 • • • 2.000--, .188 0 LEAF 1.507-I TOP/BOTTOM RAIL 4.000 7 4.78, .078 .625 3.719 .079 8.250 4.500 .156 4.719 078 1.750 11 1i J 1.507 ', .... 0 o W Lg ECO WINDOW SYSTEMS, LLB 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL. (305) 885-5299 FAX (305) 885-5902 I 7.531 4.000 LEAF HINGE STILE 19 SIDELITE MULLION OJ� 1.750 .312 442 329 078 AT 0 9" BOTTOM RAIL 4 8yyYnv.a 1.584 as ulmylyiug with the }a 8 o7ei LEAF LOCK STILE k-1 812 C`J FRAME COVERBy _1.507� LEAF ALIGNMENT BRACKET I'tUlldY �11� �O%C `(- q n o a ' o 4/ �/ It�-t.500- 3,2 mot ( / i - I I .687 3.719 .078 f 1.57424 4 ® LEAS 125 CLAMP .05 4 1.197 b ^^_ii W�� 062 J LEAF W'STRIP ADAPTER II .154 I--- 16 SNAP COVER ,, n e.281 9.000 a HINGE BACK-UP PLATE 13B LOCK REINF. o o v „ g �t.5001j --�•{� .625 r-1.500. -I -.719 4 ? 1.625 '. twi I111,, p,0 Ail ENB�c'•. r 70592 / •• = 2. 4.000 _ y t� 1sIo7 p ',.7 o p ii t_ n s $ r-.-� 4.000 o7e b > 1G - A 2.097 i a.000 ,I : 5, FF "• I STATE OF : !y` drawing no. w� 5-ss O SIDELITE 9" BOTTOM FRAME •.!`toRtor.. !� t�',�Y i fl 2111� =, �,�.� z,,�S/O�Aj11E``•‘ � () DOOR FRAME JAMB � (J SIDELITE FRAME JAMB sheet 8 of 9 • • ••• • • • ••• •• •• • • • • •• .• • •• • • •• • •• •• • • • •• • • • •••• e • •• • • •• • • • • • • • • ••• • • • • ••• • • • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • i • • ••• • i • •/' •• •• •• • ••/ • •• • •• • ••' • • ••• • •-• • • - • ••• DOOR FRAME CORNER SIDELITE FRAME CORNER JFAF CORNER Aug i terlda F4uIdins Code IhicNOM Miami Product Control BY ..4_,J !I 1 >PD1 45 drawing no. W15-68 sheet 9 of 9 MIAMWADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (TIER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Miami, Fl. 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the 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 thew jurisdidthr.• RER reserves the right to revoke this acceptance, if it is determined by Miami—Daae.Cottnty PrbeitT t Control Section that this product or material fails to meet the requirements of the applicabie4ailding oodre. •. This product is approved as described herein, and has been designed to comply with tiltu•Ir`lori.da Buirditk C de including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 v ww .minmidnde.eov/economy o i.. DESCRIPTION: Series "ECO—Guard Clipped" Aluminum Tube Mullion — L.M.I ... • APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum TubeA ,,ton", .shisets l 1 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prerteed.by. Al frraraeq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Vroducl Control Section Approval stamp with the Notice of Acceptance number and Approval datg•bx the M%ij►ni►ade County Product Control Section. •.. • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of 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 Jaime D. Gascon, P. E. - MIAMI•DADE COUNTY NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Page 1 ••.. . • • •.... • ..... • •.... ••.•.. • • • •.•.•• •.••.. • • • Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14—01, Series titled "Aluminum Tube e Mullion", Sprepared through 0909 of 09, dated 05/19/14 with the latest revision Al— Farooq Corporation, signed and sealed by Javad Alunad, P. E. B. TESTS FBC, TAS 202-94 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation atEngineeing & T eof a ting, Ine.,tTest mullion at fixed windows, prepared by Hurricane ....• Report No. HETI-08 2192A, dated 01/15/49, signed and sealed by Candido F 4t, •.•• • P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC ASTAS 2fl3 94 • • ..... 2) Cyclic Wind Pressure Loading pered a inum • along with marked up drawings and installation diagrad bam of a'y re1 p e Enb.w1r1 m . • mullion at a fixed window/ a single hung EZ window, and HTiTI: i1$ 2166+C� lath • •. & Testing, Inc., Test Reports No.'s ..•. • •••.. dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ' • 2) Uniform Static Air Pressure Test, Loading ptr F.PC, TAS•.�a7,94 .... ;. 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 instail•►icane Engineering & tiodiagram of a Tes ed i g,�n� 1Test mullion single hung window, prepared by H Report No. HETI-08 2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, Corpoiaation, dated 05/05/14, . and FBC 5th Edition (2014), prepared by Al—Faroq signed and sealed by Javad Alnnad, P. E. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 1. None. E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC-2010 and FBC 5=h Edition (2014), issued by Al-Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification n�e the laws of theco Window sState,LLC as a of Florida, dated 03/21/13 liability company, active and organize and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI--08 2192A, HETI-08-2192B, HETI-08 2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. • • ▪ ••.. •• • G. OTHERS . • • • 1. None. •... . •• ....• • • • • .. ..•••• . •• • .. • . . •. .. .•.••. • . • • • . ...... O. . ••• . r ...... • • • ••..... • ••... • • ••••. •••... • 00000. • • •..••. • Jaime D. Gascoi1 P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 • MULUON SYSTEM 15 RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE NON -IMPACT TM APPROVED RESISTANT PRODUCTS. IMPACT AND RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PROOUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAO, WATER INFILTRATION, FORCED ENTRY RESISTANCE,, SAFEGUARDS ETC. V/000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS To THE STRUCTURE. ANCHORS BASE MATERIALSHALLR BEYOND WALL SHOWN AS USTED, SPACED AS NEMBEDMENT COVERING(STUCCO, TI TOE ETC.). ANCHORING CONOTIIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT WAITED 10 STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOREMMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. 51E2_2 USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULUON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 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 STEP 5 OIOEHTHHAAN THDESIGN 4. SELECT ANCHOR TYPE WITH E DESIGN LOADS SPECIFIED INSTEP RATING MORE ABOVE. • • ••. • :••••• • • • •• • • • • • • • . •• ••• •.• . • • •• •.* • • • • • • • •• •• • • •• • • • • • • .�i 11 II •• • II •• • • • .•• •• �•�� -fi- • ••. . . • • • • • i •• • • • ••' . • '•• •• ••• •c• 6.000 h--2.000---7 TYPICAL WINDOW FRAME TUBULAR SHAPES ALLOY : 6063-T6 T T11fK III I II T TYPICAL 144 _ E GLAZING PRODUCT Itfu � U 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR 000R APPROVAL FOR FASTENERS SIZES AND SPACING Appmvcd v3 o2iplyk51�tS1 Mir Flmidn B90,9. C1,,LL-, •az� ,�/j- NOAn/ _1 Engr. JAVAO AMMO CML T1A. PE % 70592 CAN, 3538 4.000 _J In z 0 J -J m 3 1- 7 z 5 -J -J c 0 O u v 0 V • 0 4 8 4 drawing no. M14-01 (sheet 1 of 9 •• ••• •••. • • • ••• ••• • •• ••••_• • ••• • • • ••. •• • • • • 1.000 ri 125 3.000 —.125 Ix = .9502 IN\4 Sx = .6335 IN\3 1 X 3 STD. MULLION 6063-T6 4.000 Ix = 2.0374 4,4\4 Sx = 1.0187 IN\3 1 X 4 STD. MULLION 6063-36 i 1.000 j- .375 1 3.000 .375 } Ix = 1.538 94\4 Sx = 1.0254 IN\3 1 X 3 CUSTOM MULLION 6063-T6 • • • • •-y 1.000 •.•75 • • • •1.o0a • • • •• • • • • •• • .375 } ••• • • • • • .125 •• • • • • •• • • • • Ix = 3.1878 94\4 Sx = 1.5939 IN\3 1 X 4 CUSTOM MULLION 6063-T6 • • • • • 1.a • 4.000 ••• • • •• • • ••• •• • • • • —.125 Ix = 2.9762 PA Sx - 1.4881 94\3 2 X 4 STD. MULLION 6063-T6 T 2.00 .125 L �2.000� 1/2" MIN. ANGLE CLIP 6063-T6 125 TYP. } 1.718 NOTCH OPTIONAL 5.500 MULLION CLIP 6063-T6 1/2" MIN. MIN. r1.718--I 125 - TYP. 5.500 NOTCH OPTIONAL 1/2" MIN. 2" MIN. MULLION CLIP 6063-T6 2.125 6.000 —.125 Ix = 8.2757 IN\4 Sx - 2.7586 94\3 2 X 6 STD. MULLION 6063-T6 2.000 250 6.000 Ix = 15.2031 IN\4 Sx = 5.0677 u1\3 2 X 6 HEAVY MULLION 6063-16 Appmycd to complying 918l tltc Pot6AA 136511 4 Wit _AA IOAII:1__ 9, :Onlnt Envr. JAVAO AJN6AD CMI. FIA PE 170592 CAN. 3538 • \ MAY' Z%3 2014 } gY W 3 drowing no. M14-01 (sheet 2 of 9i •• .• • • • •.. • . • .. • • ... •••• � • • • ••• • • • DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPAN 19-1/8' 26-1/2' 30' 37' 42' 48' 54' 60' 66' 72' 19-1/8' 26-1/2' 30' 37' 42' 48' 54' 60' 66' 72' 19-1/8' 26-1/2' 30' 37' 42' 48' 54' 60' 66' 72' 38-3/8" 42" 50-5/8" STD. 1STD. CUSTOM CUSTOM 2STD. STD. HEAVY 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1204 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.5 120.0 120.0 120.0 120.0 120.0 120.0 103.2 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 MO 120A 120.0 120.0 120.0 120.0 120.0 1204 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.8 120.0 120.0 120.0 120.0 120.0 120.0 103.3 120.0 120.0 120.0 120.0 120.0 120.0 94.0 120.0 120.0 120A 120.0 120.0 120.0 86.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.3 101.6 120.0 120.0 88.9 79.0 71.1 64.7 59.3 19-1/8' 26-1/2' 30' 37' 42' 48' 54" 60' 66' n- 120.0 88.1 77.8 63.1 120.0 120.0 120.0 120.0 120.0 114.5 104.1 95.4 120.0 120.0 120.0 119.9 55.6 105.6 63" 48.6 92.4 78.7 120.0 120.0 120.0 120.0 43.2 82.2 70.0 120.0 120.0 120.0 120.0 38.9 73.9 63.0 115.7 108.0 120.0 120.0 35.4 67.2 57.3 105.1 98.2 120.0 120.0 32.4 61.6 52.5 96.4 90.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.2 104.7 96.0 120.0 120.0 120.0 102.1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 . DiS1GWI •LOAD CAPACITY - POP (TUBE MULLIONS) �1ST01I CIA 2STD • 1Z0t W11p. •DIM�DSTD. S.. l Y3 1t 4 VAOTH DILL r•S• 74.6 •� 53.8 1 .4 87.147.5 J4. 101.9 76.9••38.5 82.6 62.4 33.9 72.11 55.0 4;S 1/ ' •29.1 ",63.S • • :26.W 40561 • •23%• 5163 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 90.0 120.0 120.0 120.0 120A 19-1/8'• 26-1/2' 30' 37' 42' • 48' 54' • 60' 66' 72' 19-1/6' 26-1/2' 30' 37' 42' 48' 54' 60' 66' 72' 19-1/8' 26-1/2 30' 37' 42' 48' 54- 60' 65' 72' • • • . 19-1/8' 26-1/2' 30' 37' 42' 48' 54' 60' 66' 72' 84' 96' 106" 21.6 51.5 37.2 32.8 26.6 23.4 20.5 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 34.5 24.9 22.0 • 46.3 42.5 110.4 79.7 70.4 57.1 50.3 44.0 39.1 35.2 32.0 29.3 74.0 53.4 47.2 38.2 33.7 29.5 26.2 23.6 21.4 1 t1.0 .48.i• •42.91 • • 383 39A• 32.1 83.4 60.2 53.1 43.1 38.0 33.2 29.5 26.6 24.2 22.1 55.8 40.3 35.6 28.9 25.4 22.3 120• 1f0� • 120.0 120.0 113.9 •99.7 • 88.6 , 79.7 • 72j, II MULLIONS I 66.5 120.0 120.0 110.2 89.3 78.7 68.8 61.2 55.1 50.1 45.9 115.6 83.5 73.8 59.8 52.7 46.1 41.0 36.9 33.5 30.7 81.3 58.7 51.8 1.0.0 1•L0.0 120.0 106.4 .93.1 82.7 • 74.4 4 67.7 62.0 120.0 118.4 102.8 83.4 73.5 42.0 A 37.0 32.4 28.8 25.9 23.6 21.6 64.3 57.1 51.4 46.7 42.8 108.1 78.0 68.9 55.9 49.2 43.1 38.3 34.4 31.3 28.7 75.9 54.8 48.4 39.2 34.6 30.2 26.9 24.2 22.0 20.2 2 X 8 STD. 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.6 102.4 93.8 120.0 120.0 120.0 120.0 120.0 107.8 95.8 86.2 78.4 71.8 120.0 120.0 120.0 109.1 96.1 84.1 74.7 67.3 61.2 56.1 2 X 6 HEAVY 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.3 103.0 DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) WINDOW DIMS. WIDTH (VI) 19-1/8' 26-1/2' 30' 37" 42' 48' 54' 60' 66' 72' 19-1/8' 26-1/2" 30' 37' 42' 48' 54' 60" 66' 72' NULL SPAN 19-1/8' 26-1/2" 30' 37' 42' 48' 54" 60' 66' 72' 120' 132' 144' GLAZING PRODUCT 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 59.3 2 X 4 STD. 55.3 2 X 6 STD. 120.0 2 X 6 HEAVY 120.0 42.8 39.9 111.0 120.0 37.8 35.3 98.1 120.0 30.6 27.0 23.6 21.0 44.5 28.6 25.2 22.0 41.6 79.5 70.1 613 54.5 49.0 44.6 40.9 115.6 120.0 120.0 112.6 100.1 90.1 81.9 75.1 120.0 32.1 28.4 23.0 20.3 30.0 26.5 21.5 83.4 73.7 59.8 52.6 46.1 40.9 120.0 120.0 109.8 96.7 84.6 75.2 36.8 33.5 67.7 61.5 34.3 32.0 30.7 89.0 56.4 120.0 24.8 23.1 64.3 118.0 ARCHES TO BE INSCRIBED INSIDE RECTA/10.8AR SHAPE TYPICAL MULLION ARRANGEMENTS • VERTICAL 0 GLAZING PRODUCT to 21.9 CML CAN. 3538 20.4 56.8 46.0 40.5 35.5 31.5 28.4 25.8 23.7 104.3 84.5 74.5 65.2 57.9 52.1 47.4 43.4 HORIZONTAL MUWON 0 &owing no. (sheet 3 of 9 19-1/8' 26-1/2' 30" 37" 42" 48" 54" 60" 66" 72" 19-1/8" 26-1/2' 37" 42" 48" 54' 26-1/2" 19-1/8" 26-1/2" 30" 37' 42" 48" 54' 60' 66' 72" • • ••. • • ••••• 19-1/8" 28-1/2' 37' 42" 48' 54" 19-1/8" 26-1/2' 19-1/8" 26-1/2" MI -a; 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) 37' 42' 48" 54' 60" 66" 72' 19-1/8" 26-1/2" 30' 37' 42" 37" 42" 48" 19-1/8" 26-1/2' 30' 37' 42" 48' 54' 19-1/8' 26-1/2" 37' 42" 48" 54' 60' 66' 72" 19-1/8" 26-1/2" Approved as oomplyina with 6,e Florida 0aild C.i` • •. • • •V. • • .. • • •• • ••• • • • • • • • E • • . • • • ••. •• . • • • •.. FLOATING CLIP • • SNUG FIT INSIDE MULL Approved as complying with Ulc Florida Duildii}^1 Co 0 ,ty Talc 1 NO��...y I/vyJ_ .4N __ Pr Oa t _ � 1/4" DIA ULTRACOITS BY 'ELCO' (Fo-177 8:51. Fy-155 K51) CONCRETE - Fc - 3000 PSI MIN. 36 K51 MIN. METAL - 1/8" MIN. THK. STEEL Fy — I/8" MIN. THK. ALUMINUM (6063-15 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CUPS AND ANGLES TO ITT SNUG INTO TUBE MUWONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH A CAU_ ESISANT COATINGS. NAS. SUCH AS BITUMINOUS PAINT OR • • ••. • • • • . • • •..• • • • • • 1/4" DIA. ULTRACONS BY 'ELCO' (F1,177 HSI. Fy155 KSI) CONCRETE Tc 3000 PSI MIN. METAL 1/81/8" SIN+, TTHHKY. ALUMINUM MIN.36 KSI LUMINUMEL Fy'(6063—T5MIN.) ANCHORS MAY BE HEX OR FIAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTEO WITH ALKALI —RESISTANT COATINGS, SUCH AS BRUMINOUS PAINT OR WATER —WHITE METHACRYIATE LACQUER. • • • .: ••• • • • • • • • ••'• •• . • •.• • 1/4 DIA. ULTRACONS BY 'ELCO' (Fu=177 KSL, Fy=155 KM) WOOD .2 .55 MASONRY ?B CV 90 HOLLOW/FILLEDOOD BUCKS OR OD BLOCK STRUCTURE 2000 PSI MIN. MIN. IBY OR 26Y W00D BUCKS NOT BY ECO WINDOW MUST SUSTNN LOADS IMP05E BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. Approved w mmplyMg 1vd die Florida UOYd1 Bale r211-7_ rlonllCentro J �e redN CoR • • ••• • ••.•.•• • . • • • •• ••• •• • ••• • • • • •• ••• • • • •• • •••• • • - - • ••• • •• ••• • • •• • • • • . • • • • y-wcu AAC1 ORS TYPICAL ANCHORS' • • • • 2 P`R ANGLE ••• • PER CUP (2 ON EACH WING) _ I •• `� \ ,MASONRY 2BY -C-90 BUCKS OR 0 HOLLOW/FILLED BBOLOCKK f'mURE 2000 PSI .55 MIN. MIN. M N IBY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. Approved a mm¢lylag u tie Florida Build' Dotc NORM • • ••. • •••.•• • •• •• • •• • •• • •• • • •.. •• • • • • •�� • • • • • • • •• .SE.CH4T OR QUONTI11ES • glows • TUBF•M1JW NI.• • •• • •• • •.• • • • • ••• • • • • • • • ••• • • • g 4 ••• • • • '.�S��n� • 1 /8" THICK ALUM QIANNE► LENGTH TO FIT SNUG INTO MULUON •• • • TUBES LIAY BE NOTCHED AS SHOWN ID ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE THIS SCREW CAN 8E INSTALLED IN EITHER DIRECTION ¢,4 • •• • • • • •TUBE LULUON /14 FH SMS 1-1/2" 0.C. MIN. SEE CHART FOR QUANTITIES /14 FH SLIS 2 PER CUP 1" O.C. MIN. 1 (FOR 2BY TUBE) 3/4' X 2' X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION 1 /14 SMS SUBSTRATE I Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8 1/2' ANCHOR CHART TYPE A2 TYPE A4 TYPE A6 Annoyed oic mplylugoldlN,4 YladcMDoe 4; a rlonx 1,41. c � 4'a'nu i N0. OF SCREWS 2 3 4 (nor. JAVAO 00.00 CML ilA. PE 0 70592 CAN. 2138 tiiAN 7''3 2014 z 0 3 0 C 0 0 c 0 U '226 c (data: p5-19-1♦ yn drawing no. M14-01 (sheet 9 of 9 MIAMI.DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE ,(NOA) Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable .rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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 'nay imtnediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 60" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W14-11, titled "Eco-Guard Series-60 Alum Horiz. Rolling Wdw. (L.M.I.) sheets 1 through 5 of 5, dated 03/28/14, with revision a dated 05/23/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Prodaict Control Approval stamp with the Notice of Acceptance number and approval date by:the.l ami-Ijada •' County Product Control Section. • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamid nd e.eov/econoInv •• • •• . • • • MISSILE IMPACT RATING: Large and Small •Missile Impact Resistant ' • LABELING: Each unit shall bear a permanent label with the manufacturer's nrie• or logo. city, state, model/series, and following statement: "Miami -Dade County Product Control AppreMed", unless otherwise noted herein. •• • • • RENEWAL of this NOA shall be considered after a renewal application has beeiti fi} %itnd these 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 Deeq %revision or change. in the materials, use, and/or manufacture of the product or process. Misuse of this l OA'as an trtdQrIment• of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.'Pailure 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 page E-1, as welt as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • .• • • • • • • • .' MIAMI•DADE COUNTY APPROVED NOA No. 14-0403.09 Expiration Date: June 19, 2019 Approval Date: June 19, 2014 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11, titled "Eco-Guard Series-60 Alum. Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/28/14, with revision A dated 05/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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 an Eco-Guard series 60 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test ReportNo. FTL-7634, dated 12/09/14, signed and sealed by. Marlin Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,, complying with FBC 5t" Edition (2014), dated 03/19/14, 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 Resource.(RER) • • . .. . • .• . • • .. . .... • •• E. MATERIAL CERTIFICATIONS . • •• •• • 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont I1eNtinours 8t•Ce , Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/11, eepipng on 12/11/16. •. 2. Notice of Acceptance No. 12-1231.09 issued to Eastman Chexnical Comm":EMA) • • for their "Saflex HP Clear or Color Glass Interlayers" datedd83P28/13, expiring on • • 04/14/18. • • F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5tt' Edition (2014), and of no financial interest, dated March 31, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. None. E-1 MatfuelLrez, .E. Product Contttol Exa finer NOA No. 403.09 Expiration Date: June 19, 2019 Approval Date: June 19,2014 • Y • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • •• • • • • • • •• •••• •• • •. • • •• •• • •• •• • • • • • • • •• •• • • • • • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO-GUARD SERIES-60 ALUMINUM HORIZONTAL ROLLING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT. SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. • • • • • • •. • • ••• • • • • 11/4" MAC'• • • • • • teEAD/SILL • • • • • • • • •• • CORNERS • ••• • ••r • •• • • • • ••• ••• • • 1/8" HEAT STREN'D GLASS .090" Interloyer Saflex Cleor And Color Glass By 'Eastman Chemical Co.' 1/8" HEAT STREN'O GLASS SIUCONE DOW 899 b • • • • • I• • J 0 FALSE MUNIINS (SURFACE APPLIED) MAY BE USED 74 1/8" WINDOW WIDTH • • • 10 1/4" • MAX. • r • 1 ®I 14 Jr S� • ,i it I - _-y----4- /1 11 DO 1 1 ,2 12 I lr —f ci 1-4 0.1.0. (VENT) 37 1/4" VENT WIDTH D.L.O. (FIX. LITE) TYPICAL ELEVATION _O MAXIMUM DESIGN LOAD RATING = + 55.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 60.0 PSF 1/8" HEAT STREN'0 GLASS .090" Interloyer DuPont Butocite PVB By 'E.1. DuPont De Nemours & Co., Inc.' 1/8" HEAT STREN'D CLASS SIUCONE DOW 899 GLASS TYPE 'A' GLASS TYPE 'B' 5/16" OVERALL LMI. GLASS 5/16" OVERALL LAN. GLASS GLAZING OPTIONS m U NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DEC(fl ATORY STATEMENT DCA05-DEC-219 Engr: JAVAD MMAD CM Appeared a corapl3Iog efe6 al F1A. PE / 70592 Florida Ruldl9g Cgde C.A.U. 3 N 28 Date L// b fQ.. OA9 Ld.{. 3 Miami Dade Product C. / B5 COMP -ANL\W14-11EC0 t3 drawing no. W14-11 sheet 1 of 5 4 a" • ••• • • • ••• •• •• ••••• • •• •• • •• • • • • •• ••• • • • • • • •••• •• • •• • • ••• • • • • .•• 1BY WOOD BUCK ".1E06E GIST." TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 c ' w1 0 EXTERIOR 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • ••• • AIIMlI-DA C COON APPggAGEO MULLION & MULy0 ANCI RS • SEE SEPARATE. t7OA • • EEGE I ••• • DIST. • • • •• •• • •• • • 0000 • ••• •• • • • • • • • ••• • TYPICAL ANCHORS SEE ELEV. FOR SPACING WYEEPHOLES: Wt - 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" FROM EACH END AND AT MIDSPAN W2 = 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH ENO AND AT MIDSPAN SEALANT' ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 1C WOOD BUCK 0 TYPICAL!ANCHORS SEE ELEV. FOR SPACING •• • • • • EDGE ON TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 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 'ITW' (Fu-120 KSI, Fy-92 KSI) 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 /4" DIA. SELF DRILLING SCREW$ (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. Fenn JAW9 MAW) CML FLA. PE f 70592 C.A.N. 35' ?"014 Approved al emnplyiag With thr P1oridn 1UldIng de Date/_faIVAN , / MI 1 Dade Prodeet Y6 Lb; (04"'V 5 drawing no. W14-11 sheet 2 of 5 • • ••• • . • ••• •. •. . • •• . .. .. . • • . . •. •. •. •. • • . •. • . . ... •. . • . • • . • . . • • • . ... . •• • . •.. 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE VENT HEIGHT D.L. OPG. WINDOW WIDTH • • • • 0, • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• .O • •• ••• •• • 1DY• • • WOOD SUCKS • • • •• • • 4/4"� •• • 4-. • • • • SHIMS• • • • • TYPI&L ANCHORS • •—SE! ELEV. v. ° FOR SPACING P Dl. OPG. EXTERIOR w 4. v' XO LAYOUT MI MI-DADE COUNTY APPROVED MULWN SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4' MAX. Engr. JA Th lHMAD CML RA. PE -j' 70592 CAN. 353E TYPICAL ANCHORS SEE ELEV. FOR SPACING Approved as con pytag e1t5 stir tdorld. Huldln e ihle_i repAte MI all Dade Product Co�1 rot 634.4V 2 53 i Kw w ZJ 0 drawing no. W14-11 (sheet 3 of 5 P. • • ••• •• •• • • • • • • • • • • • • • • • ••• • • • ••• •• • •• •• • • •• •• • • • • ••. • ••• • • • • •. • • •• • • • • • • FRAME HEAD .050 TYP. 1.203 1 O VENT TOP/BOTTOM RAIL .3241 I_ .625 .050 TYP. 1 .769 tD GLAZING BEAD O JAMB STILE FRAME SILL .340 .996 SILL TRACK .219 A56 TYP. 1.550 O MEETING RAIL 1.786 .062} 2.357 056 2.259 I-- 2.448 0 MOV. FRAME JAMB FIXED MTG. RAIL - 531 .062 2.183 --.625+-i --1.344 0 FIXED FRAME JAMB ITEM PART A QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 • E53 • 1 • FI•HEAD 6063-T6 - 2 f :61 • • 1 • • FRAME•6ILL • • • • : 6063-T6 - 3 • • E62• • • 1 • sr SILL•TgACk•INSER* • 6063-T6 - 4 • • 1526 • AS R.10. • M. ORAME JAMQ, • 6063-T6 - 5 • E51 AS R&S..' FIXE15 FRAME J.S.IS • • 6063-T6 - 8 E54 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 E66 1/ VENT VENT MEETING STILE 6063-T6 - 8 •E • V VEI WNW i WISE • • 6063-T6 - 9 11117 • . 41/ ANT• �JJ le VI a03TOM MAIL 6063-T6 - 10 F.5$ :S R.OD. OiWING DAD • 6063-T6 - 12 • SLL103P • e/ VET 4IVEE: 4 .• T -•1,2' FROM TOP & BOTTOM - SULUVAN & ASSOC. 13 /8 X 5/8' 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 14 E63 2/ VENT ROLLER HOUSING & GUIDE CELCON - 15 E64 2/ VENT ROLLER BRASS - 16 E65 2/ VENT ROLLER PIN 5T. STEEL - 17 18 X 1' AS READ. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 18 X 3' 2/ VENT F1X. RAIL SILL SCREWS (SILL ENO) CRS P.N. SMS 19 W23181 AS READ. PILE WITH INTEGRAL FIN W STRIPPING - ULTRAFAB 21 E207 AS REOO. BULB SEAL SANTOPRENE ULTRAFAB, OUROMETER 65±5 22 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 WA2L 2/ WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 24 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL Enpr. JAVA0 AHMAD CML FlA PE 1 702 CAN. 3T 2014 Alppnwed ateldlagcompl>169 with the Melds Dale 6'Qnml Qade Product Cya1NI fa ‘u 5 t7S V a J a U drawing no. W14-11 sheet 4 of 5 ) 4 c • • ••• • • .• ••• •• •• • • .• • •. •• • • • • • • • •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• FRAME TOP CORNER VENT TOP/BOTTOM CORNERS FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER • ••• •• • • • • �F•• • ••• •• • • •• • • • • • ••• •• Engr. JAVAO AMMO CIVIL FIA PE / 70592 CAN. 3538 ;ppeoved ax coop'giaR i,Nh Mr F1.141 IMhdl + e Balk, 1 0 Q NANO de et antral 82 14 ri;.7fr/edua0� co.V z O t� F n 6 d 4 co I. ot og O2aQ o a adz 0 0 0. N 0 0 c yN drowing no. W14-11 sheet 5 of 5