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WS-15-1222eenims Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 i-roiect Aoaress Parcel Number Applicant 540 NW 113 Street 3021360210841 MARIE INATTENDRE PIERRE Miami Shores, FL 33168- Block: Lot: Owner Information Address Phone Cell MARIE INATTENDRE PIERRE 540 NW 113 Street MIAMI SHORES FL 33168- 540 NW 113 Street MIAMI SHORES FL 33168- Contractor(s) Phone Cell Phone DREAMSCAPE CONSTRUCTION LLC (786)970-2299 e of Work: CHANGING WINDOWS OUT TO IMPACT PROD of Openings: 15 iitional Info: ssification: Residential inning: 3 Fees Due Amount CCF $7.20 DBPR Fee $3.75 DCA Fee $3.75 Education Surcharge $2.40 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $285.70 Valuation:=12,000.00Total Sq Fee Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5-15-55675 06/03/2015 Credit Card $ 235.70 $ 50.00 05/21/2015 Credit Card $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Window Door Attachment Review Building 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 A FIDAVIT: I rtify�th all the folegoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction nd zoning, F thermOr , I guthorize the above-named contractor to do the work stated. AuthdYTized Signature yner / Building Department une 03, 2015 Applicant / Contractor / Agent opy June 03, 2015 BUILDING PERMIT APPLICATION F -BUILDING ❑ ELECTRIC Ltj 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 f T kry fy"Y_ MAY 21 2015=00- FBC 2010 Master Permit No. SON Sub Permit No. ❑ ROOFING REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ATO Nw //9 1 T7-- City: T City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 302.(3(002 loe)+ ( Is the Building Historically Designated: Yes NO Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): Address: ��ih AAI) //� 5� City: is `'Y1 Tenant/Lessee Name: Email: Construction Type: Flood Zone: - BFE: FFE: 0 State: Pt Zip: 331010 CONTRACTOR: Company Name: D12,FRr0'ZftpC GAS7_AUC71DI/ Phone#: /t6 R7622q Address: Zl (S ivy jS` kn JgVE City: 1{f i b�S State: f2t_ Zip: 333 Qualifier Name: i°I✓l (£ /1/ Phone#: 7M q70 ng 9 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: hone#: Address: City: State: Zip: Value of Work for this Permit: $ �- I 00 ® Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: C tli`}N Cq lnQ� tAMi� Ih WS 6 M —tb Ii�°L�`�" o V C Specify color o1 6lor°thrrx ° i Y fir'` I l Submittal Fee $ { x el'mjt Fee $ 0 � C;"� CCF $ C4rCi» $ Scanning Fee $ "-''Radon Fee $ DBPR $ Notary $ Technology Fee $, Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / " /s�;/1,t,P_ )D o OWNER or AGENT The foregoing instrument was acknowledged before me this O -S- day of _ 0 20 /S by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Signatures✓�� CONTRACTOR The foregoing instrument was acknowledged before me this OS'- day of cx:�- 20 /CY . by 1,1 �o is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: L o v� S Co ��ill� ® Sign: L® C"'.S Print: - ---� [s�si/l/�- Print: Seal:•.�a�uaq, LOINS A COLLADO Seal: LOUIS A COLLADO ••`a►p� t2�i ••`•••V P ��.. =+°• `'� Notely Public - State 01 Florida°; �' Noteq Public - State of Florida S• Commission #FF 192763 s• . Commission #FF 192763 '`�"',•c' Namif�` Feb 14, 20*19 �-�9 ,.° My Comm.�II�II`14, 2019 if APPROVED BY (Revised02/24/2014) as !j I ] Plans Examiner Zoning Structural Review Clerk OP ID: CP CERTIFICATE OF LIABILITY INSURANCE 015 1°05!12120112120"5 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Florida Insurance Planners 195 Wekiva Springs Rd Ste 104 Longwood, FL 32779 CONTACT NAME INE AX Ext): No): EA -MAIL ADDRESS: CER CUS OMERER ID It. DREAM -2 WSU S AFFORDING COVERAGE NAIC # INSURED DREAMSCAPE CONSTRUCTION LLC INSURER A: WESTERN WORLD 1737 N 16TH CT HOLLYWOOD, FL 33020 INSURER B: INSURER C: INSURER D: - INSURER E: KTHPA INSURER F : INSURER 0312312016 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. L NTR TYPE OF INSURANCE BUILDING DEPARTMENT POLICY NUMBER PWOD NYM EFF MWDDY LIMITS MIAMI SHORES, FL 33138 GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 TEY- PREMISES Me occurrence) $ 100,004 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE Fx-1 OCCUR KTHPA 03/23/2015 0312312016 MED EXP (Arty one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,00 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000,00 POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Par strident) $ SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE (PER ACCIDENT) $ S NON -OWNED AUTOS UMBRELLA LIAS OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIA : CLAIMS -MADE DEDUCTIBLE S S RETENTION S WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE YIN N OFFICERIMEMBER EXCLUDED? N / A LIDII — E.L. EACH ACCIDENT $ E.L DISEASE - EA EMPLOYEE $ (Mandatary In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS ! LOCATIONS ! VEHICLES (Attach ACORD 101, Additional Remarks Schedule, U more space is required) CONTRACTOR LICENSE # - SCC131151167 - GLASS AND GLAZING CONTRACTOR CERTIFICATE HOLDER CeWCFI I ATInN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARTMENT FAX - 305-756-8972 10050 NE 2ND AVE AUTHO ENTA MIAMI SHORES, FL 33138 5 yc�z 4�Zcv,0,14 (2) 37ysz S"q(e-4,jvlt /V,O,f -# /; - cen, 06 ss/60 C&D 37Y,5-2 cceG-o 014 t 3, OU (o, 0 7 6W -5s 7017's- 0/ �lillt(IE Flereve-.c '140 ,w tnt., ST 37,x7h A10;f 5A N k Wil 4ES I f-c- ,FR MAY 2 IMmiami Shores -Village RE, MAY 2 12015 BY— =Qz,:Z-:J AM#1' f3 02.06 -07 70175- POO - A104 /f 33 7-/) c 72- Its sl C�liy�q : IL0000. 0000 37x2-6 of:96 : :0000. APPROVED By DATE 00 ZONING DEEPT APPROVED DATE • 0000 R L 0 G M-7 P T ,f_CT To 1,�j L TO COI�jf,j V,1;11 I ALL FEDERAL d/C ! 61 0000.. 0000. 0000:0 000006 77s Xo 70i skvl-�r-Hml A/044 jZ,06XCE -cs/bo 37x -r, 2- 7f 7f K,5 2 11bk;WA1,7,fj- We# �3 -67 00 /f.4*,. D3,0q -CY160 S5/60 ,!4to nrw w1 5T 11'1 IPTMI 9+(09ES u ICL rl- > WINDOW/DOOR SCHEDULE WINDOWS / DOORS MULLION BARS SPACING EDGE & O.C. ssl2+xS2_ss/6o 11011 Is.", 114,0163.05 1 Y+`M,9 10/100 1S34/1b 1047041 AJ t V { — I i i I r a ... ••: r• : 83 :: ••• 1 1 THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND,4LL Pi { f A Pt30M. 0. A MINIMUM OF TWO INSPECTIONS MAYBE REQUIRED (180 FRAWJVQL Dj R j" jljE % VAP170 NOF CONCEALED FASTENERS (2nd) F/NAL -AFTER ALL WORK IS COMPLETE. • • • • • . . on 0 00 • • • • • • • • • • • •• •• • • • •• •• "ll, Myll"MMOMA MM ssl2+xS2_ss/6o 11011 Is.", 114,0163.05 1 Y+`M,9 10/100 1S34/1b 1047041 AJ t V { — I i i I r a ... ••: r• : 83 :: ••• 1 1 THIS FORM SHALL BE SUBMITTED ALONG WITH THE FLOOR PLAN AND,4LL Pi { f A Pt30M. 0. A MINIMUM OF TWO INSPECTIONS MAYBE REQUIRED (180 FRAWJVQL Dj R j" jljE % VAP170 NOF CONCEALED FASTENERS (2nd) F/NAL -AFTER ALL WORK IS COMPLETE. • • • • • . . on 0 00 • • • • • • • • • • • •• •• • • • •• •• M®� MIAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA).miamidade.gov/economy Eco Window Systems, LLC 9114 NW 106 Street Miami, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the 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. N this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hish Velocitv Hurricane Zone. : Series "ECO -Guard 50" Aluminum Sinele Huns Window - HPYKVVAL Duca wingo. W12-40, titled "ECO -Guard Series -50 Alum S.U. WDW. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, prepared by Al-FComration; signed and • • • • sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control -9i; ton Apprg4 stamp • with the Notice of Acceptance number and Approval date by the Miami Dadd r4Mty Pro5tict r-ontrbf * Section. •••••• • .0009. MISSILE IMPACT RATING: Large and Small Missile impact Resistant '..0. : 0 . 00 0 ... LABELING: Each unit shall bear a permanent label with the manufacturer's We br lo&oally, statb, 0 0 0 model/series, and following statement "Miami -Dade County Product Control AjW gel", unfess otherwise • ; 0 noted herein. .. . • . . . 0000.. 0000. RENEWAL of this NOA shall be considered after a renewal application has beep filen and ikere has bM . . 0: no change in the applicable building code negatively affecting the performance of t31'il 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. ff 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. NOA No.12-820.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 1t`l�k�i1' Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: - EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W1240, titled "ECO --Guard Series -50 Alum. S.H. WDW. (L.M.I.)", sheets 01 through 04 of 04, dated 07/18/12, 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 6) Forced Entry Test, Type "A A" Window, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 24113.2.1, TAS 202-94 7) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987-88 (2009) 8) Standard Test Method for Determination of Operating Force of Sliding Windows and Doors per ASTM E 2068-00 (2008) along with marked -up drawings and installation diagram of a single hvv& window, prepared by Fenestration Testing Laboratory, Inc., Test Repprt No. FT"951, dated-: - 07/02/12, signed and sealed by Marlin D. Brinson, P. E. • • . a :0: • . ...... so 0e C. CALCULATIONS as 0 1. Anchor calculations and structural analysis, complying with PW -e -U10, prepared bp: • • Al Farooq Corporation, dazed 07/23/12, signed, sealed and dW =/07/12.b1Javad • • • • .... . ...... Ahmad, P. E. • 2. Glazing complies with ASTM E1300-04 . . . . ...... • • • :ease: D. QUALITY ASSURANCE so ' • • • ' 1. Miami Dade Department of Regulatory and Economic Resources (RER) � • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. Jaime D Gascon, . E. Product Control Section Supervisor NOA No. 12-e=-08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 E-1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: . EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al Farooq Corporation, dated 07/1.6/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FT1,6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. 3. Proposal issued by Product Control, dated 04/11/12, signed by Jaime D. Gascon, P. E. G. OTHERS 1. None. • . • ...... .. . ...... .... . .. ..... of .. • ...... 00 0 Jaime D. Gascon, E. Product Control Section Supervisor NOA No. 12—X20.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 E-2 DESIGN LOAD CAPACITY - PSF i7.ANGE DIMS. I VIP LAK OI 28-1/2' 138-3/8• 37' (4) 44' -1/2' 50-5/9- 37' (5) 44' 37' 28-1/2' 3Y I 78• 55.0 �.0 (8) 55.0 80.0 44' 55.0 1 80.0 • NO. 94 PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB, ECO—GUARD SERIES -50 ALUMINUM SINGLE HUNG WINDOII DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. 5 1/2" MAX. 9 FALSE (SURFACE 53 1/8' WINDOW WIDTH 47 3/4' D.L.O. (FIX. LITE) 1D 1/2• MAX. 1 A HEAD B I It I tl II II 1 11 NO ANCHOR AT SILL 47 3/4' D.L.O. (VENT) 50 1/8' TESTED UNITS 0 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBNNATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER rNOV WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING i5ttiblO Hltim MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. cpm THISPRODUCT HAS �ED��AND; TESTED TOCOMPLYWITH THE Rl�l HIGH T VELOM i'" • THESE WINDOWS ARE RATED FOR LARGE MIS �iURRICANE � &Z: • : SILE g IMPACT. WOOD BUOXO BO 81MERO. MtlST•B[•WCHOh'ED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. LOAN TO TRE lTRUETU . • • • • a •• ••• •• • • • ••. JAVAD A! ANCHORS SHALL. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS aft EMBEDMENT TO BASE MATERIAL SHAD. BE BEYOND WALL DRESSING OR STUCCO. FLA PE / 70592 S � ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. 3536 NOTE: • NOT*W OF TW%41PV" • • GLASS CAPACITIES ON THIS SHEET ARE • T 1.00 OURATION'NCREA1, % USEI: W%4N:W ANCHORS INTO WOOD ONLY. ••lgATTEE��AALLSS drawing no. BASED ON ASTM E1300-04 (3 SEC. GUSTS) iRCLU Btfi NNOpT QMTIE(!tb E�METAL SCREWS, THAT AND FLORIDA BUILDING COMMISSION COUE�IRo CONT WTIl9 O�tER D �}RE�A1tRuus SHALL MEET THE DECLARATORY STATEMENT DCA08-DEC-218 • • 1QEQUIREMENTS FLSRIDA E s�Cnow 2003.8.4. %J 201 sheet 1 of 4 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WE m o d 8 � s a 314' LONG NEEP NOTCH AT EACH END OPTIONAL TO SPRING LATCH TYPICAL ANCHORS ------------------ == -=� p--2.183 .082 1.344 .531 .628 J FRAME HEAD .876 .062 .826 1.719 1.094 Typ• osa 1.081 FIX. MEETING RAIL 1.050 - 058 1.125 TYP• 1.750 .675 II .826 5 iL.062 .5) VENT TOP RAIL 1.895 .625 .082 1.969 t.125 TYP 879 VENT BOTTOM RAIL FRAME SILL FRAME .IAMB .324 .928 .060 TYP. abs GLAZING BEAD 1.203 .6", 625 �2 .080 TYR .8875 .384 b - VENT SIDE RAIL .976 082 1.016 Qe SASH STOP 1.FJ47 1.448 .983 SPRING LOADED LATCH •• ••• • • • • • •• • • • • ••• • • • • • Ama-da-MAYbMwAilb. ... ...... . *Datao�Z $00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 T ; drawing no. W12-40 MIAMI.1]ADE MIAMI DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) I ISD5 SW 26 St =4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy 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 area where allowed by the Authority Having Jurisdiction (AHI). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cade. ink ding_the ITigh Velocity Hurricane Zone. : Series "Eco -Guard 500" Outswing Aluminum Casement Window — APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswilg qasement"V►r kv." • • • • • (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, pfd by Qt CM:" • Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade Coirirg *Product i✓ mt1bi ' •' • •' Revision stamp with the Notice of Acceptance number and expiration date by the A'ami bade County •.. • Product Control Section. .... . .. • ..... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • • 00:00 .. .. . ...... 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 Appromec3", unlfss othervvisg • a • ; noted herein.:""' RENEWAL of this NOA shall be considered after a renewal application has beenfllectand tjlereitOs been:0600: • • 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# 12-022327 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. At NOA No. 13-0206.07 Mt{tl �fl®tnv tY f Expiration Date: May i9, 2016 Approval Date: May 02, 2013 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBIIIM" A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W1145, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, 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 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked ---up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. BETI 10 3140, HETI 10 3141, HETI-10 3142, HETI-10-3143 and HETII0-3144, dated 12/29-30/l0, all signed and sealed by Candido F. Font, P.E. (Subs»itted under NDA#11-0309.06) . . .... ...... C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, eompj; ,& with P$ 0-2007, .... ; . prepared by Al Farooq Corporation, dated 03/01/11, signed anded by Javad • ...... Ahmad, P. E. (Submitted under NOA#11-0309.06) . "". : • ..... • 2. Glazing complies with ASTM B1300-04 .... . ..... ...... . . ..... ...... ..... . ...... D. QUALITY ASSURANCE Gooses' 1. Miami Dade Department of Regulatory and Economic Resources (ITER) ; ; • • • • : • E. MATERIAL CERTIFICATIONS " ' .' :': . . 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours'& Co, Inc. for their "DuPont Butscite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under preplous NOA#12-0223.27) G. OTHER L Notice of Acceptance No. 12-022327, issued to Eco Window Systems, LLC for their Series "500 ECO -Guard" Outswing Aluminum Casement Window— LM approved on 05/03/12 and If expiring on 05/19/16 7 " Manuel P P. . Product Control atnin r NOA No. 3' Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E-1 37' JARD SERIES -500 UM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (Mg). 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 SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING C0140MONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. MATERIALS INCLUDING SLIT NOT LIAIIEO TO STEE AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT ALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SM. CODE SECTION 2003.8.4. 0 8 POINT LOCK LOCKING POINTS __/ LL , CORNERS SEE CHART WOW. HEHGHT NO' OF IYPIGAL ELEVATION UPTO AKTES SH 2 2 38-3 S' 3 50-5fir 4 83 S 78' 8 MAXIMUM DESIGN LOAD C-+ PSFt PSF �v to Z fY. � 8 ti V IWO f3a gas • • • • • • • • • • • TNESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. L S a m • • • • • i • • • • • i i • • • SHUTTERS ARE NOT REQUIRED. 4 rqr.OW 9 PRODuar RBVISBD FLA, PE ii 79592 as"MOY14with dw111 dda BnRdingCoda • • • • • • • • • • • • Acaptmm No • • • • • • • 1oiDoe, $ ii • • • • • • NO76: • • • • B • • • • • • GLASS CAW0'*ESa ON THIS SHEET ARE droving no. • • • • • •BASED Oi0 •ASTM1dt E7 300-04 (3 SEC. GUSTS) tat. AND FLORIDA BUILDING COMbJiSSiON W11-0$ DECLARATORY STATEMENT DCA05—DEC-219 sheet T of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/11' HEAT STREN'D. GLASS LOBO INTERLAYER 1/8' TEMP. GLASS 3/8' AIR SPACE 1/8' HELY STREN'D. GLASS INTERLAYER FALSE ACE (SURFMAY MUNTtNS APP BE USED 29 3/8 4 BUTACITE PV8 BY 'OUPONr SUTACITE PVB BY 'DUPONT' 11 1/8' HEAT STti13PO. GLASS 1/8' HEAT STREN'D. GLASS - It C p F DOW Comm 899 DOW COlma 898 �j \ It \n to SETTING BLOCKS AT INSUL.. LAM. MASS NO CH CLAM LEG GI ASS TYPE 'A' HFAR BI.a)KSM GLASS TYPE 'AA' GLAZING OPTIONS I ri x. 1 JARD SERIES -500 UM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (Mg). 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 SASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING C0140MONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. MATERIALS INCLUDING SLIT NOT LIAIIEO TO STEE AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT ALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SM. CODE SECTION 2003.8.4. 0 8 POINT LOCK LOCKING POINTS __/ LL , CORNERS SEE CHART WOW. HEHGHT NO' OF IYPIGAL ELEVATION UPTO AKTES SH 2 2 38-3 S' 3 50-5fir 4 83 S 78' 8 MAXIMUM DESIGN LOAD C-+ PSFt PSF �v to Z fY. � 8 ti V IWO f3a gas • • • • • • • • • • • TNESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. L S a m • • • • • i • • • • • i i • • • SHUTTERS ARE NOT REQUIRED. 4 rqr.OW 9 PRODuar RBVISBD FLA, PE ii 79592 as"MOY14with dw111 dda BnRdingCoda • • • • • • • • • • • • Acaptmm No • • • • • • • 1oiDoe, $ ii • • • • • • NO76: • • • • B • • • • • • GLASS CAW0'*ESa ON THIS SHEET ARE droving no. • • • • • •BASED Oi0 •ASTM1dt E7 300-04 (3 SEC. GUSTS) tat. AND FLORIDA BUILDING COMbJiSSiON W11-0$ DECLARATORY STATEMENT DCA05—DEC-219 sheet T of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • --------------------- IMIAMI-DAOE CGUNn APPROVEC I IMULUON 8 MULLION ANCHORS I SEE SEPARATE NOA 1 ------------- I WOOD BUCKS AND METAL STRUCTURE NOT BY ECO W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ;. ° ..� :• . � � '•�• • Vii•. ( °. i8Y • 1 i • SEE WOODERIC FCR MINI . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . TYPIII �CHOLiS: ELEV. FOR SPACING 1 /4" DIA. TAPCONBY 9TW' 120 KSI. FY -92 KSO (Fu -177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MMI. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS (MADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/e" THK. MIN. (6083 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (ORME 2 CRS) INTO MIAMI -(ADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN INTO METAL STRUCTURE ® 3/4" MIN. CONCRETE AT HEAD. SILL OR JAMBS Yo - 3000 PSI MIN. C-90 HOLLOW/FLIED BD.00K AT JAMBS Pm a 2000 PSC MIN. isle RRVNSNID 4 vhlh an ptwda Growing no. W11—Q5 T • s • •• o • • • ••. • obe see • •• •• • • • • • w . • • • ... . . . ... . . aCHO" No t t Z QO OC a �pp QOM OZ •L 8w mw .�, w m w C"r dAVAO AHW PRODUCP RSVUWCML Fla M {r� ?.'" (?odevN6OteFiaidB g CAN. Aoccptivuo No T R toa Data 16 g Mime! iaP Wu" Browing no. Jpi{1 9 5 0is W11-05 gtie®� � 3 at s O I S—SW AURA WM MB CASDEV MN. (LbLI ECO WINDOW SYSTEMS, ILC, 9114 N.W. 1a8 STREET MEDLEY, FL 33178 TEL (305) WS -SM FAX (305) BBS --5902 AL-FAROOQ CORPORATIONa ENSINEERS & PRODUCr DEVELOPMENT =5 1235 S.W. 37 AVE MIAMI. FLORIDA 33!74 C TEL (308) 2843900 FAX (3 05) 26240M v � izo$,1 1 R l l - AL-FAROOQ CORPORATIONa ENSINEERS & PRODUCr DEVELOPMENT =5 1235 S.W. 37 AVE MIAMI. FLORIDA 33!74 C TEL (308) 2843900 FAX (3 05) 26240M v O FRAME HEAD/SILL/JAMB m 319 .803 .045 1.047 ) GLAZING BEAD (LAM. GLASS) "ING BEAD (INSUL LAM. GLASS) .246 L— .120 .720 .os2 .Soo -tell FLUSH FRAME ADAPTER 1.750 .493 1.790 .493 CORNER KEY 249 t.as9--I—� • SNUBBER — VENT ) SNUBBER — FRAME [TIN PART 9 qVAN'YPCY l)EMPTION NATBRUL MANP./SUPPLIER/201ARICS I E001 4 FRIWE HEARlswame BQB.i-T8 - 2 E502 4 VENT 8083-T8 3 FY108 AS RE00. IAAZINO SM (LAM. CLASS) 8083-T8 - JA E805 AS REnD. WAZIRO BEM (9ISUl. IAN.) 0083-T8 - 4 am AS RECD. SNUBBER - VENT, FULL LENOTH 8063-T8 - 4A E60 AS RECD. SNUBBER - FRWE, FULL LOWN 0083-T0 - 5 ENS OPUMIAL SCREEN FRAME 0083-T5 - 7 110 X 1-1/4' AS RIM FRAME AND VW ASSIMOLY SCREWS - N V1H SNS 8 E203 AS RWD MX8 WEATHERSTRIPPING. 01t MIETER 65 SAN"WRENE ULTRAFAB 9 EM3 AS RECD. ClAWKS REM WA O)RCIMER 85 SWOPREK ULIWAB 10 35.12JM.400 2/ VENT 4 OR FB=0 AT TOP AND BOTTOM STEEL TRU". INSTALLED WH (2) ItO X 6/8' SOS 11 13CM92 I MtK.TI POW LOW SY81EN ZANAK TRUTH 12 - 0/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZAw/STI- TRU" 14 P&M-SS 2/ CCIRNER FRAME/M f CCIRNER KEY ST. StLT:T. - 15 FY120 I AS RECD. FUM FRAME ADOPTER 8063 -TB mTIONAL 18 - 3 ANU SM SKATE NTLON MW PLASTICS 17 /10 X 1-1/4' 2/ SKATE FN SOS SKATE SCREWS to 18 /8 X 3/4' AS RECD. FH SMS SNUBBER SCREWS tN PAIRS 2 APART. PAIRS SPACED AT 7-3/4" O.C. 18 2/ LITE SETIWO MACK, 3/18' X 3/4' X 4' LONO NEOPRENE AT 8' FRON EACH END, DUROWER 06 20 FL9-90 OLASS SPACER - 1/8• HMH SUCONE FRANK LORE SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) /10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES BINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8' P PH SELF DRILLING SCREWS 9PPi�A'IIU13 • • • • • •.SMdCA4A 1074 "AA #51,13.012 BY'TRUTW • LOSAM AT* 91LL BND • • • • FASTENED WITH (6) #10 X 1" P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) /10 X 1" P PH SMS ,kl, SA� SUTE; • • • YILWL ANTI-N81r�, WAVES BY 'MdM Pte• CS' (R3 AT LOCK STILE*AT 6-3t4•'WM"TOP/BOTTOM RAILS (TILE EACH FASTENED WITH (2) #1AT BOTTOM RAJL AT 4' 00X t --11/4S FH SOS. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • W drawing no. W11-05 ..606 . 000 6 6 0.000 .. 6 0000 .00 0 6 0.000 . . 0000. 0• 0000.. 0000.. 0000 a l d ft 02-M& ll 1 � � eT: HAMIO O� CA 9 cw tiY 0000.. 66 66 6 0000.. 0000 6666 00.60. 0000.. . 6 5-500 ALLRA OUPSWING CA IT WOW. (L M.L ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 895-5299 FAX (305) 885-5902 w AL-FAROOQ CORPORATION a SNOINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI. FT.ORIDA 33174 TEL (3018 2838100 FAX (3AM 2828875 MIAMF:W E KIA&u DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (REER) 11805 SN 26 Stree4 Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE .(NOA) wim mtaw1dede&o_Wkcoaomy 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 ICER - 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 perforin in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product. Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velo�++v Hurricane Zone : Series "Eco -Guard 60" Aluminum Horizontal Rolling Window — APPROVAL DOCUMENT: Drawing No. W14-11, titled "Eco -Guard Series -60 Alum Horiz. kbtftg Wdw. (L.M.1.)", sheets 1 through 5 of 5, dated 03/28/14, with revision a dated 05/23/14{ p�reparedb�tAl- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade untyOroau� t Control Approval stamp with the Notice of Acceptance number and approval date 6y.Jj )Miami Xgde County Product Control Section. • .. • • • . MISSILE IMPACT RATING.. Large and Small Missile impact Resistant .... . .. ..... IABELING: Each unit shall bear a permanent label with the manufacturer's a yr 1 ' , � statj::::. ::: Pe dam. o� �'� �..... model/series, and following statement: "Miami -Dade County Product Control AMmd", unless jAerwise . • noted herein. : ' : • • • • : • RENEWAL of this NOA shall be considered after a renewal application has beep fiVA and there has beef....: no change in the applicable building code negatively affecting the performance of this product..: 0: 0: 0 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 page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 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 Report No. FTL-7634, dated 12/09114, signed and sealed by. Marlin Brinson, P.E. C. - CALCULATIONS 1. Anchor verification calculations and structural analysis,, complying with F$C Sa` Edition (2014), dated 03/19/14, prepared by Al-Farooq Coxparat�onJ signeda .... ; • sealed by Javad Ahmad, P.E. • • • .. ; s : Ge ***:***:*a2. Glazing complies with ASTM E1300-09 "006000 . Goes .. D. QUALITY ASSURANCE ' 00000 ee•' : ' 66 • • • • • 1. Miami -Dade Department of Regulatory and Economic ResourMoWR) • • • • • • .... . ...... E. MATERIAL CERTIFICATIONS G • e G . . . . ....... 1. Notice of Acceptance No. 13-0129.27 issued. to E.I. DuPont DeNemourl %'Gb., Ina. for their "DuPont ButaeiteO PVB Interlayer" dated 04/11/11; ezp'%'ring Qn ]tw-j 1/16: e 2. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Com#'Any'(MA) for their "Saflex HP Clear or Color Glass InterlayeW' dated 03/28/13, expiring on 04/14/18. F. STATEMENTS ' 1. Statement letter of conformance, complying with FBC-5a` Edition (2014), and of no financial interest, dated March 31, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER �-w - 1. None.66 WUjL-- Ma due .E. Product Con l Exa finer NOA No. X103.09 Expiration Date: June 19, 2019 Approval Date: June 19, 2014 E-1 4 1/4" MAX. FALSE MAIM (SURFACE MAY BE USED APPUE01 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8' HEAT STREN'D GLASS 1/8" HEAT STREWD GLASS ECO—GUARD SERIES -80 .090^ Interloyer .090" tnterioyar 74 4 10 �I I� 1a LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL I 1 WILL APPLY TO ENTIRE SYSTEM. SILICONE SILIDOW CONE 11 1 J i DOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • e to REQLNREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 33 11/16" 33 71/16" U.L.V. \YLI\IJ � V.L.V. \r IR. UILJ 37 1/$ MAXIMUM DESIGN LOAD R#rING = + 55.0 PSF (FOR — BHOITN AW& OR UR) — 60.0 PSF ALUMINUM HORIZONTAL ROLLING WIND0I9 Sanew Cteor And Color Glass DuPont ButaeDe P" APPROVAL APPLIES TO SINLTLE UNITS OR SIDE BY SIDE By 'Eastman CAsmleal Co: 8y 'EI. DuPont Be Nemours & Co., Ina' COMBINATIONS OF H.R,/H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/8" HEAT SIREN D CLASS 1/0" HEAT STREWD GLASS MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. SILICONE SILIDOW CONE DOW 899 DOW THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • y� REQLNREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • • • • 4 HURRICANE ZONE (HVHZ). 2a 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 SHOtlM IN THESE DETAILS ARE rc to o t0 NOT PART OF THIS APPROVAL. • • • \ *00 • • \ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, RON-METALLIC AND NON-COMPRESSIBLE. • •G • - • • ,1• , • • • • i i i GLASS TYPE 'B' MATERIALS WLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT • • •6/t8. LAK%LASS • • • 8/16' OVERALL LAM. GLASS COME INTO CONTACT WITH OTHER DISSMtILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. G G OPTIONS • • • • • • • • • • • •• •• • •• • •• •• ••• • • ••• • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DEC(AIMTORY STATEMENT DCA05—DEC-219 Ener: WW -D- AHiVA Cmi Kpp�ov¢d eecatq Ki1tIlYI FIA N 2 pbrkly Bvtdiv8 PIAN L1Tkn eRrodaetl�lro z O a° j6GQ� wowing no. W14-11 MIAMI—OADE COUNTY APPROVED MULLION k MULLION ANCHORS SEE SEPARATE NDA TYPICAL ANCHORS SEE EM. FOR SPACING 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. WEEPHOLES: . SEE ELEY. FOR SPACING Wt - 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" ' " ►C��t_ItW' -120 HSI, Fy-02 KSp FROM EACH NO AND AT MIDSPAN ]�4" DiA. ' (Fu -177 HSI. Fya155 KSQ W2 - 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ENI) AND AT MIDSPAN 1-1/2" MIN. PENETRATION INTO WOOD H CONC. R T1—R7/4' SEALANT: MIN. EMBED INTO ONC.OR�MASONRY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH DIRECTLY INTO CONC. OR MASONRY JOINT SEALER. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLS SCREWS (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_ SCREWS (ORADE 5 CRS) INTO MU MI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81 (NO SHIM SPACE) TYPICAL E OtSTANCE INTO CONCRETE AND MASONRY — 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. • • • • • • • • • • $ INTO METAL STRUCTURE = 3/4" MIN. • • • • • • CONCRETE AT HEAD, SILT. OR JAMBS f'c a 301X1 PSI MIN, • • • • C-80 HOLLOW D BLOCK AT I JAMBS f m = 2000 PSI MRI. 00 ++pp�ovcvl at coloptylog %ith too. •'� 'l. i CAN. 3870582 17o11Uq UISg • ., o g19Te , \ °• .• v °• •° M m8 aUe Rrodoet . ; .,.. MAY ... 0wow III= ... ... . . • . ... . . . . . . . . • . . . . .. .. . . . .. .. to z 0 n dI 3roWing no. W14-11 •••••• • • 00.00 • • • 0000•• 0000••• •000 w• s • •••••w •••••• • • 0.4000 I j s O 8 a aarar 03-28-14A em c on E �5-w ALMA WX Em WOW 01) AL-FAROOQ CHMPCNMTION a •+ aaawi/a•-a -o• aosx3ia—ayeRmcans ECO WINDOW SYSTEMS, U.C. �S�S7AVE ° f 9114 N.W. 106 STREET M1AM6410RIDA33174 I q "^""• MEDLEY, FL 33178 r6s.6306)284aM 262.69 C TEL (305) 889-9298 FAX (309) 885-5902 COMP—ANL W14-11EC0 FRAME HEAD FRAME SILL A82 .219 ,3ao .996 SILL TRACK MW. FRAME JAMB 090 TYP. 324 �+ 1.203 .828 .828 .0.80 TYP. A62 789 '87 tG GLAZING BEAD VENT TOP/BOTTOM RAIL 1.889 098 .082 ' 1.699 67s T 1.12. .828 I.- ( -a) 81 JAMB STtLE .110 1.1as O MEETING RAIL 1.719 .6a5 r.G.a 1.061 .080 TYP. 1494 (al FIXED MTG. RAIL MR PART / QUANTITY DEBCRWMN MATERIAL MANN./SOPPUER/REMARKS I E83 1 FRAME HEAD 8083-78 2 E61 1 FRAME SILL 6083-T8 3 E62 1 SILL TRACK INSERT 8083 -TS - 4 E52 AS REOD. MOV. FRAME JAMS 8063-T8 - S E51 AS REGO. FIXED FRAME JAMB 6063-T8 - 8 E54 1/ VENT FIXED MTG. RAR. 6083-T8 - • E88 1/ VERT VENT MEETING STILE 6083 -TS - E56 1/ VENT VERT JAMB STILE 6063 -TB - E57 2/ VENT TOP AND BOTTOM WNL 8083-T8 - F12 E58 AS REOD. OLAZING BEAD 6083-T6 - SL2m3P 2/ VENT SWEEP LATCH. AT 9-1/2- FROM TOP A BOTTOM - SULUVAN & ASSOC. (8 X 5/8' 2/ LATCH LATCH WST. SCREW ST, STEEL FH SMS E03 2/ VENT ROLLER HOUSING & GUIDE C0.CON - 18 E64 2/ VENT ROLLER BRASS - • E65 2/ VENT ROLLER PIN ST. STEEL - 08 X r AS REOD, FRAME/VENT ASSEIMY SCREWS CRS P.H. 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S7 AY6P m'114 N.W. 108 STREET NIIAML FLORAM33174 1°r °� " EDLEY. FL 33178 'W-0M:.�o FAX(3M 26240 8 tI.. (30S) 8H5-8299 FAX (305) M•-5902 COh1P-ANL W74-itEC