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WS-13-1722Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206859 Scheduled Inspection Date: February 11, 2014 Inspector: Rodriguez, Jorge Owner: DARYA MEDVEDYEVA, SHANNON onwcr Job Address: 78 NW 95 Street Miami Shores, FL 33138- Project <NONE> Contractor: GARY BERNHARDT CONSTRUCTION comments Permit Number: WS -7 -13 -1722 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (786)597 -3705 Parcel Number 1131010340080 Phone: (305)259 -7575 REPLACE WINDOWS AND DOORS WITH IMPACT. MAKE I " "'- " "" OPENING MODIFICATION FOR DOOR INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 206632. CREATED AS REINSPECTION FOR INSP- 206571. CREATED AS REINSPECTION FOR INSP- 196248. No access, no one home Windows missing sealant on bottom track screws. Failed ❑ Contractor must be on site Same comments as before, no sealant on bottom track Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 10, 2014 For Inspections please call: (305)762-4949 Page 28 of 37 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUIILDING PERMIT APPLICATION Permit Type: BUILDING rF''1 JUL 3 1 2 63 Permit No. ' 13- Master Permit No. ROOFING JOB ADDRESS: le ea City: Miami Shores County: Miami Dade Zip: 33 IS' Folio/Parcelt I/ — 31f) / 6) 34- ° oc)6 6 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Addrecc- /D N W NO `° Flood Zone: rdiodeL-L- City: /l% /jaM ) j 9 re S State: zip: 33/S® Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Q1 9N 19 E R N t4 A R--j i C d N --7 l Nc- Phone #: 3 CS 99 If 73�2-0 Address: 7! 0 0 1 1 t4 9'? city: P 11V r,-C i State' F C- Qualifier Name: CA" � �� Phone#: 50-5-9,31f 73,;'0 State Certification or Registration #: (f G7 G O % $ Certificate of Competency #: e @ Contact Phone#: � o� g 5g 7 �� Email Address: 6 �Y 6 � DESIGNER: Architect/Engineer: M /C, a P2 �e J-7 e Phone #: Value of Work for this Permit: $ [/ . ®00 • ®o Square/Linear Footage of Work: Type of Work: DAddition DAlteration . ONew epair/Replace Description of Work: aZ i,? to ®® PS !, l w- e a d 0®l- ®',n Color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ TOTAL FEE NOW DUE $ ODemolition Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 71oved and a reinspection fee will be charged. Si Signature \� Owner or Agent foregoing instrument was acknowledged befo a this of . 20 �, by yZ y1 tl � W \ 1 is Sign: Print: The foregoing day of '-AJ l• known to me or who has produced who is As identification and who did take an oath. My Commission Expires: APPROVED BY ANA ALVAREZ MY OOk9KMSION # EE122515 EXPIRES August 15, 2015 elylo Plans Examiner known to me or who My Commission before me this 2- produced identification and who did take an oath. Zoning Structural Review Clerk (Revised 3 /12/2012)(Revised 07 110/07)(Revised 0611012009)(Revised 3/15/09) 7/22/13 cri t`""x�Q Property Search- Report Property Information: Folio 11- 3101 -034 -0080 Property Address 78 NW 95 ST Owner Names) SHANNON POWELL DARPA MEDVEDYEVA Mailing Address 78 NW 95 ST MIAMI SHORES FL 33150 Primary Zone 0800 SGL FAMILY -1701 -1900 SQ Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 211/0 Floors 1 Living Units 1 Adj. Sq. Footage 1,429 Lot Size 9,675 SQ FT Year Built 1938 Full Legal Description 15341 MIAMI SHORES SEC 6A PB 12 -54 LOT 12 & E1/2 LOT 13 BLK 167 LOT SIZE 75.000 X 129 OR 14111 -2712 05891 COC 24544 - 1834 04 2006 5 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $87,078 $70,192 $77,992 Building Value $75,602 $121,655 $122,388 Market Value $162,680 $191,847 $200,380 Assessed Value $162,680 1 $191,8471 $200,380 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Homestead Exemption $0 $25,000 $25,000 Second Homestead Exemption $0 $25,000 $25,000 Vet Disability Exemption $0 $5,000 $5,000 Note: not all benefits are applicable to all Taxable Values (le County, School Board, City, Regional). Disclaimer: MIAMI -DARE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez- Cantera Property Appralser Aerial Photography 2012 Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $0 /$162,680 $ 55,000/$136,847 $55,000 /$145,380 School Board $0/$162,680 $ 30,000/$161,847 $30,000 /$170,380 City $0/$162,680 $55,000/$136,847 $55,0001$145,380 Regional $0 /$162,680 $ 55,000/$136,847 $55,000 /$145,380 Sale Information: Date I Amount OR Book -Page Qualification Code 5/2013 $236,000 28648 -0654 Sales quaafled as a result of examination of the deed 7/2012 $66,000 28214 -0595 Sales qualified as a result of examination of the deed 4/2006 $0 245441834 Sales which are disquallf led as a result of examination of the deed 5/1989 $62,000 14111 -2712 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation. Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at httpJ /www.miamidade.gDv /info /dischdmer.asp. Property information inquiries, comments, and suggestions email: pawebmail@miamidade.gov GIS inquiries, comments, and suggestions email: g6@miamidade.gov Generated on: Mon Jul 22 2013 gisweb. miamidade .goNPropertySearch/printMap.htm 1/1 Mimi Shores Village Building Department 10050 KE2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: WS13 -1722 August 7, 2013 Building Critique Sheet Page 1 of 1 1. The windows listed on the drawings with their NOAs are different than the windows on the product approvals. 2. For jamb reinforcement, provide dowels of splice length at top & bottom. The detail provided is not practical. Mehdi Ashraf Building Official & Structural Reviewer Stopped Review Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT DATE: 1. \4Wu'\/ Contractor zi Owner Architect Picloii 2 sets of plans a Address: 1 JNW 'Vj -1 .t From the building department on this date in order to have corrections done to plans And /or get County stamp . I unders d that the plans need to be brought back to Miami Shores Village Building D partment t ntinue permitting process. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: lylilyli .3 PERMIT CLERK INITIAL• NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST WSPECTtON PERMIT NO TAX FOLIO NO. 11.-3 10 "19 3 f ° p49460 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: OR @k 287115 Fs 3229; Qps ) RECORDED 08/09/2013 11t21234 HARVEY RUV'INP CLERK OF COUNT MIAMI -DADE COUNTY? FLORIDA LAST PAGE STATE OF Fl COUNTY OF MADE I HEREBYCERr i* Is a &W data Grit w Rao b+ � aa,� d9 THE UNDERSIGNED hereby gives notice that improvements will be madam s Of dat g" property, and in accordance with Chapter 713, Florida Statutes, the fcllov*gV#4Ir j C Is provided In this Notice of Commencement. gy SpacedaWve reserved for use of recording office 1. Legal description of property and street/address: f f Al bi q5- -5� 2 Description of improvement_' ZY' ie 0P91'5 6�0 3.Owner(s) name and address: Interest in property: 04 In &-l' Name and address of fee simple titleholder: 4. Contractor's name, address and 0 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes,, Name, address and phone number: 8. in addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owners) or Owner(s)' Authorized Officer /Director /Partner /Manager Prepared By Prepared By Print Name X '6 7&tae 1 Print Name r-4hels 2E9AiQ9= VWM1119 Title /Office Title /Office STATE OF FLORIDA COUNTY MIAMI -DADE The f instn{fr�nt ovyl� fore me this day of U By Y�tVV Individually, or ❑ as for ❑ Personally known, or ❑ produced the following type of identification: Signature of Notary Public: Print Name: (SEA) AftNA ALL YERIFICA110N PURSUANT TO SECTION 92.525 FLORIDA STATUTES = MY( Under penalties of perjury, 1 declare that I have read the foregoing and Ea that the facts stated true, to the best of my knowledge and belief. Signature(s) of or O wner Authorized Officer/Director /Partner /Manager who signed above: By By 123.01 -32 PAGE 3 3110 1*1 AUG 2 8 2013 l�IAlyibl�� MIAMI -DADE COUNTY �� PRODUCT CONTROL SECTION DEPARTMENT OF P 1NG, ENVIRONMENT, AND O _ _ 11805 SW 26 Street, Room 208 Eco Window Systems, LLC 7955 NW 776 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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. PERA 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 "Teo -Guard - 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision B dated 01/31/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process, Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature, If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 0 09- 0312.08 and consists of this page 1 and evidence pages E -1 E -2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. CCU NOA No. 12-0221.05 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 04 Page 1 0'. ' M • Eeo Windows Systems, LLC NUTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.L)" sheets 1 through 7 of 7, dated 02/24/09, with revision B dated 01/31/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 11 Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI- 08- 2226B, dated 01/15/09, signad and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312.08) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI -08 -2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09 0312.08) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312.08) NafiuelJW4 P.E. Product Contr E leer NOA No. 12-0221.05 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 E -1 r. Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTn m) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. OETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09 0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230A, dated 01 /1 5/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0312.08) S. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 031108) C.. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al- Farooq Corporation, complying with FBC -2010, dated 01/27/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E -2 Manuel Per Product Control E NOA No. 12-Q22 .Q5 Expiration Date: May 27, 2014 Approval Date: Aprfl 26, 2012 0. Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11 -0624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® 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 30, 2012, signed and sealed by Javad Ahmad, P.E. 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under previous NOA #09 ©312. U8) G. OTHER 1. Notice of Acceptance No. 09- 0312.08, issued to Eco Window Systems, LLC. for their "Eco -Guard Series -200" Aluminum Horizontal Rolling Window. — L.M.I., approved on 05/27/09 and expiring on 05/27/14. �Ijjo) Manned Per Product Control Exa in . NOA No. 12 . 5 Expiration Date: May 27, 2014 Approval Date: April 26, 2012 E -3 k S ECO —GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WIINDO� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF 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. HIM PROOUCT 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 SHALT. BE AS LISTED, SPACED AS SHOWN ON DETAILS, A14CHM 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 13UT NOT LIMITED TO STE METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA�T�IRIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. nnm WIROOW WIDTH 3H1/2%� MAX °� � 1 CORNERS A � �4 �+ SILICONE DOW cc E SCS 20000 F m m m N m Ap � I �aI FALSE MUNT04S (SURA Aw 31 114 32 3/4° D.L. OPG. DL OPG. 35 3!8-. ECO —GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING WIINDO� DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF 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. HIM PROOUCT 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 SHALT. BE AS LISTED, SPACED AS SHOWN ON DETAILS, A14CHM 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 13UT NOT LIMITED TO STE METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA�T�IRIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. nnm HEAT STREWD. GLASS .0I0' WTERtAYER SEHTRYGLAS BY 'DUPONT' 1/8° HEAT STREN'D. CLASS Dow cof r �� GLASS TYPE 'A' GLASS TYPE 'B' GI.AMG OPTIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. , �y,11 N o w�z � 4 drawing no. W09 -12 1/8' HEAT STREN'D. MASS .080° INTERLAYER BUTACITE Pve BY rouPOar 1/8' HEAT STREWD. CLASS SILICONE DOW cc E SCS 20000 F m m m N m HEAT STREWD. GLASS .0I0' WTERtAYER SEHTRYGLAS BY 'DUPONT' 1/8° HEAT STREN'D. CLASS Dow cof r �� GLASS TYPE 'A' GLASS TYPE 'B' GI.AMG OPTIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. , �y,11 N o w�z � 4 drawing no. W09 -12 DESIGN LOAD CAPACITY - PSF (X0, OX OH XX SIZES) WINDOW DIMS. A V/0 RRINF. 0 r TYPE 'A' EXT.(+) IM.( -) WPPD 10M. GLM TYPE '8' EXT40 IM.( -) WIDTH HEA1liT 28 -1/2° 37' W-1/8° 74° 1° (3) 4 704 80.0 EGA 90.0 4 704 80.0 BDA 904 6 70.0 60.0 104 GOA 8 70.0 80.0 80.0 90.0 26 -1/2° 37' 63 -1/8° 74° 38 -3/8° (3) 4 70.0 801.0 80.0 90.0 4 70A SDA 80.0 90.0 8 70M 80.0 60.0 90.0 8 70.0 80.0 80.0 90.0 26 -1/2' 37' 33 -1/8° 74' 80 -9/8° (4) 4 70.0 80.0 80A 90.0 4 70.o 80.0 60.0 90.0 6 70.0 80.0 80.0 GOA 8 70.0 80.0 80.0 90.0 26 -1 /2' 37• B3 -1/8° 74' ° (8) 4 70.0 80.0 80.0 90.0 4 66.9 77.8 80.0 90.0 6 70.0 70.0 80.0 90.0 8 70.0 70.0 1 804 1 00.4 24° 36° 48° 80' 72° 22) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 804 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 8 1 70.0 80.0 80.0 90.0 24" 36° 48° 80° 72° (3 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 8 70.0 1 80.0 80.0 90.0 6 70.0 80.0 1 80.0 90.0 8 70.0 80.0 80.0 1 90.0 24" 38° 48' 80° 72' 48 4 70.0 80.0 60.0 90.0 4 70.0 80.0 ODA 90.0 6 70.0 80.0 80.0 80.0 6 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 80.0 24' 36° 48' 8o• M' �) 4 704 80.0 1 80.0 90.0 4 70.0 60.0 80.0 90.0 8 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 00.0 8 70.0 70.0 80.0 87.8 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO OF ANCHORS PER JAMS LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS OLD WIDTHS 'XO OR OX' BISON TOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/O REINF. OI�89 TYPE 'A' MTH REM. GIAffi Tm '8' WIDTH HEIGHT I EM.( +) I WT.( -) W.( +) WT.( -) 74° 108 -1/4° 111° (3) 8 70.0 80.0 80.0 ODA 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74' 108-1/4° 111 ° 38 -3/B' (3) 9 70.0 80.0 80.0 GOA 12 70.0 80.0 80.0 GOA 12 70.0 80.0 80.0 1 90.0 74' 108-1/ 4° 111' 80 -8/r (4J 9 70.0 60.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74' 108-1/4° 111 ° 70.0 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 82.8 12 1 70.0 70.0 80.0 80.4 72' 84° 98' 108' 24° (2) 80.0 70.0 00.0 80.0 90.0 80A 70.0 80.0 80.0 90.0 70.0 80.0 80.0 00.0 F12 70.0 80.0 80.0 90.0 72• 84° 96° 108• 36• (3) BOA 70.0 80.0 80.0 90.0 70.0 70.0 80.0 80.0 90.0 70.0 80.0 80.0 GOA 70.0 80.0 80.0 90.0 72' 84• 98° 109° 48' (4) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 1 80.0 80.0 90.0 12 70.0 1 80.0 ODA 90.0 72' 84' 96° 108' 60° (8) 9 70.0 70.0 1 80.0 907 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 9010 12 70.0 70.0 1 80.0 67.8 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A (1 /3W) (1 /311) (1 /3w) tmHT 74' 100-1/4° 111° �3, OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A w/o RZ1NF. GLOB TYPE 'A' EM.( +) iNT.(-) WPYR BRINE. GLASS TYPE •B' 0747) INTT) WIDTH tmHT 74' 100-1/4° 111° �3, 9 70.0 BOA 80A 90.0 12 70.0 BOA BOA 80.0 12 70.0 80A 80.0 80.0 74° 106 -1/4° 111 ° 39-3 (3) 9 70.0 80.0 BOA 90.0 12 - - 80.0 00.0 12 - - 80.0 90.0 74' 50-8/8° (4) 9 70.0 $0.0 SDA 804 74° or (8) 9 70.0 70A 80.0 90.0 72' 84° 98° 108' 24° (2) 9 70.0 80.0 EGA 90.0 9 70.0 BOA 80.0 90.0 12 70.0 80.0 GOA 90.0 12 70.0 BOA 80.0 $0.0 72' 84• 118' 108° 38° (3) 8 70.0 80.0 80.0 90.0 9 70.0 80A 80.0 90.0 12 70.0 80.0 80.0 90.0 8060 90.0 72' 84' 96° 44" () 9 70.0 BOA EGA 90.0 9 70.0 70.0 80.0 80.0 12 70.0 70.0 80.0 90.0 72' 80° (S) 8 70.0 70A 80.0 90A A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMS OPERATING VENTS TO BE 1/4 OF THE W94DDW MOTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM EISOO -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA03- DEC -219 1 ',iA __.. A �v M Z 40 J W Pje S r §_l tts w.8 drawing no. W09 --12 (1/4W) (1 /2W) (1 /0) i OPERATING VENTS TO BE 1/4 OF THE W94DDW MOTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM EISOO -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA03- DEC -219 1 ',iA __.. A �v M Z 40 J W Pje S r §_l tts w.8 drawing no. W09 --12 PEEPHOLES: Wt = 3/8" X 2 -1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. APPROVED ANCHORS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. ANCHORS V. FOR SPACING SEEEtEYANCHFOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. CAL ANCHORS: SEE ELEV. FOR sPAm4G 114- DIA TAPCON BY 'ITW' (FU-120 KS% Fy-n KSQ 1/4" DIA. ULTRACON BY 'ELCO' (FU =177 m Fy-m KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1 -1 /4" MIN. EMBED INTO CONIC. OR MASONRY #14 SIAS OR SELF ORII.I.AW SCREWS (WVX 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) 114 SMS OR SELF DRLL.ING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MUWONS (MIN. THK. = 1 /8") (NO SHIM SPACE) INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN INTO METAL STRUCTURE = 3/4" MIN. �v to 30 �i P 41:1 f/f 14 o -c r Z_ Wrm 1 CONCRETE AT HEAD. SILL OR JAMBS Ye = 3000 PSI MIN. l9l�l`I "I I I 1 C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm ® 2000 PSI MIN. g3 fllt 0892' as campf umdwpkft $g 8 t a� drawing no. *:m W09 -12 sheet 3 of 7 SHIMS 1/4" MAX SHIM 0 0 © TYPICAL ANCHORS ® 0 ; SEE ELEV. G FOR SPACING TYPICAL ANCHORS SEE o"I 6.1 FOR I&P*AACM METAL STRUCTURE Ll STEEL REINFORCING AS REGO. wow SEE MiEET 2 FOR CAPACITY � WINDW WIDTH �- o • y. O rt QUO O D - m GLI ANCHORS ELEV. WE FOR SPACING - v?, MOD WOOD 1- m as Crl © 0 ® STEEL EXTERIOR • a SHEET W04M WIDTH 1, MIAMI-DADE COUNTY APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE MOA SEE ELEV. FOR SPACING h111„ l /� — WIDTH =Dw WIDTH .4 a ° v 0 ° I/4' ►IAX. g$ 1/4' MAX. •. jai SNP �FX 5191L5 11/4- MAX suer M � i fil c D se Nf 2 Sri O Ij 41 �tOQG - fit e6l l O N r lit s g c 6dW m -24-09 r"400n6: cm-alm S9�E5 -�6lit NmR ROt M WON. OIL) AL- FAROOQ CORPORATION a o § o w s oen o,a,., ese on no ta+nrare Tm smw m ECO WINDOW SYSTEINS, LLC. EN6INEFlr+B�PRODIp.T DEVQ O 87 AVE OPMENr N m' be` Hw D no CR4= SKM 7435 NW 77th. AVENUE MAR%F `,r v N MEDLEY, FLORIDA, 33166 1eL (MM 26"MM FAX. (3M T& cbM br. TEL. (303) 882 -1144 FAX (309) 885 -9902 COMP-ANL W08 -12ECA .4 • 2.790 1.087 t� y 8 3/18' soo .7,s ," 1.434 �- .082 .813- F .082 1.718 3$49 1.140 � hhz 12 11 R f- Q VENT TOP /80TTOM RAIL STEEL REINFORCING M, n 913 2.098 .818 a 1.140 1.810 1.290 T- 12 Btu - .040 O Q FRAME HEAD 2.248 I W $z - 1.,40 -d ,.aa� 6 Rio .082 1.140 --}� -1.810 t0 GLAZING BEAD t.34a a1s J $ -3 (� JAMB STILE J ,.DSB F-1- zos3 i 3979 � " .079 2.801 1.2� I �,O WM 4 1.T 1.340 4 �.0-62I n 1s+.y O yy .500 k--1.344 a ^ 81 k- -2.790 iFFAAA Q MEETING RAIL V � " ® FRAME SILL W n 2.188 0 1.314 tso 1.422 .340 .312 062 t.ZOZ B$ .082 c $ B 1.378 0 SILL TRACK © FIXED MTG. RAIL .900 1.187 .7so a "s 082 C a m 082 / gg 2.790 2.912 29,2 2a90 Eng •.JAVAD. S � a.� �� Ffddo g .082 JE .900 q .874 ,88� fd� ;• BY Pto drotving no. 1.897 1.6� 2.811 ® MOV. FRAME JAMB ® FIXED FRAME JAMB ® FLUSH FRAME ADAPTER sheet B of 7 ITEM PART j QDANTITY DEBCRIP,70N MATERIAL MA1JF. /8UPPL798/RIDJARRB 1 F1201 1 FRAME HEAD 8083 -TB - a FY202 1 FRAME BILL sons -rs 3 FYZ03 1 SBJ. TRACK INSERT 8083 -TB - 4 FY208 AS FEW. MOV. FRAME JAtdB 8093 -TB S FY70, AS IffOD. FWD FRAME JAMB 8083 -TB - 8 FY706 1/ VENT FOfED MTG. RNL 8083 -TB - 7 FY109 1/ VENT VENT UVTERLOCK 8083 -TB - e FY208 1/ VENT JAMB STOE 6063-TS - 9 tY107 2/ VENT TOP AND BOTTOM Rfdl. 8083 -TB 10 fY108 AS READ. 6LAZ010 BEAD X83 -T8 - 11 AS REOD. RE9ffORCiNO BAR STEEL - 12 - AS READ. FORE ROOM BAR STEEL. - 13 FY204 AS RTEOD. ADD-ON SILL RISER 8083 -78 USE AS READ. 14 FY208 4/ VENT ROLLER HOUS9%i 8a GUKIE CELCON - 18 FY2o9 z/ VENT ROLLER BRASS - 18 FY210 2/ VENT ROLLER P87 ST. STEEL 17 �8 X t° AS �QS. FRAME ASSEMBLY BCREW3 fXtS P.H. SMS 18 g8 % 3° 2/ VENT F0L RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REOD. FIN SEAL W'STPoPPR•Iti - ,A.TRAFAB 20 o3twr,so As FEW. e,A.B SEAL Q -LON ss2REOEL 21 E20T As REW. ew.e SEAL saNroPRENE i1LTRAFAB. DUROME1tR B.RtS 22 E203 AS REQO. GLAZING BEAD BULB 9AtiTOPRENE ULTRAFAB, OtDiOMETER 8819 23 flB -80 AS REOD. CLASS SPACER SILICONE FRANK L01t� 24 SL203P 2/ VENT SWEEP LATCH - SUf1JVAN & ASSOC. 28 g8 X 1 /8° 2/ LATCH LATCH W. SCREW ST. STEEL OH SMS 26 tVA2l 2/ WON. WEEP VALVE - PREFERRED ENO. PRODUCTS 27 - 1/ VENT 8 /16° 80X SCREEN - OPTIONAL 28 FYt aO FLUSH FRAME ADAPTER 8083 -T8 OPDONAL 2.790 1.087 t� y 8 3/18' soo .7,s ," 1.434 �- .082 .813- F .082 1.718 3$49 1.140 � hhz 12 11 R f- Q VENT TOP /80TTOM RAIL STEEL REINFORCING M, n 913 2.098 .818 a 1.140 1.810 1.290 T- 12 Btu - .040 O Q FRAME HEAD 2.248 I W $z - 1.,40 -d ,.aa� 6 Rio .082 1.140 --}� -1.810 t0 GLAZING BEAD t.34a a1s J $ -3 (� JAMB STILE J ,.DSB F-1- zos3 i 3979 � " .079 2.801 1.2� I �,O WM 4 1.T 1.340 4 �.0-62I n 1s+.y O yy .500 k--1.344 a ^ 81 k- -2.790 iFFAAA Q MEETING RAIL V � " ® FRAME SILL W n 2.188 0 1.314 tso 1.422 .340 .312 062 t.ZOZ B$ .082 c $ B 1.378 0 SILL TRACK © FIXED MTG. RAIL .900 1.187 .7so a "s 082 C a m 082 / gg 2.790 2.912 29,2 2a90 Eng •.JAVAD. S � a.� �� Ffddo g .082 JE .900 q .874 ,88� fd� ;• BY Pto drotving no. 1.897 1.6� 2.811 ® MOV. FRAME JAMB ® FIXED FRAME JAMB ® FLUSH FRAME ADAPTER sheet B of 7 ITEM PART j QDANTITY DEBCRIP,70N MATERIAL MA1JF. /8UPPL798/RIDJARRB 1 F1201 1 FRAME HEAD 8083 -TB - a FY202 1 FRAME BILL sons -rs 3 FYZ03 1 SBJ. TRACK INSERT 8083 -TB - 4 FY208 AS FEW. MOV. FRAME JAtdB 8093 -TB S FY70, AS IffOD. FWD FRAME JAMB 8083 -TB - 8 FY706 1/ VENT FOfED MTG. RNL 8083 -TB - 7 FY109 1/ VENT VENT UVTERLOCK 8083 -TB - e FY208 1/ VENT JAMB STOE 6063-TS - 9 tY107 2/ VENT TOP AND BOTTOM Rfdl. 8083 -TB 10 fY108 AS READ. 6LAZ010 BEAD X83 -T8 - 11 AS REOD. RE9ffORCiNO BAR STEEL - 12 - AS READ. FORE ROOM BAR STEEL. - 13 FY204 AS RTEOD. ADD-ON SILL RISER 8083 -78 USE AS READ. 14 FY208 4/ VENT ROLLER HOUS9%i 8a GUKIE CELCON - 18 FY2o9 z/ VENT ROLLER BRASS - 18 FY210 2/ VENT ROLLER P87 ST. STEEL 17 �8 X t° AS �QS. FRAME ASSEMBLY BCREW3 fXtS P.H. SMS 18 g8 % 3° 2/ VENT F0L RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 W23181 AS REOD. FIN SEAL W'STPoPPR•Iti - ,A.TRAFAB 20 o3twr,so As FEW. e,A.B SEAL Q -LON ss2REOEL 21 E20T As REW. ew.e SEAL saNroPRENE i1LTRAFAB. DUROME1tR B.RtS 22 E203 AS REQO. GLAZING BEAD BULB 9AtiTOPRENE ULTRAFAB, OtDiOMETER 8819 23 flB -80 AS REOD. CLASS SPACER SILICONE FRANK L01t� 24 SL203P 2/ VENT SWEEP LATCH - SUf1JVAN & ASSOC. 28 g8 X 1 /8° 2/ LATCH LATCH W. SCREW ST. STEEL OH SMS 26 tVA2l 2/ WON. WEEP VALVE - PREFERRED ENO. PRODUCTS 27 - 1/ VENT 8 /16° 80X SCREEN - OPTIONAL 28 FYt aO FLUSH FRAME mire -I 0�� J M ®�� MIAMI -DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS VERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) w",mismidademov/pera Eco Window Systems, LLC. 7955 NW TIM Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA - 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 area 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. PERA 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 "100 ECO- Guard" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO -Guard Series -100 Alum. S.H. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12109, with revision A dated 02 /15/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0224.07 and consists of this page l and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0223.24 >�oE �, Expiration Date: April 08, 2014 Approval Date: May 03, 2012 Y41011 ff. Page 1 Eeo Window-Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Alum. S.H. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with revision A dated 02/15112, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0224.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of al 06-1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166C, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0224.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E: (Submitted underprevious NOA #09- 0224.07) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 53 -1/4" wide x 764/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated 12/15 /09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0224.07] ManuerperrOW. Product Control Exh&cr NOA No. 124V223.24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 E -1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/30/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with.ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.01 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12111/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0224.07, issued to ECO Window Systems. LLC for their "ECO -Guard Series -100 Aluminum Single Hung Window — L.M.I. ", approved on 04/08/09 and expiring on 04/08/14. Manuel Pe .E. Product Control xa ner NOA No. 12 .24 Expiration Date: April 08, 2014 Approval Date: May 03, 2012 E -2 ECO —GUARD SERIES -100 ALUMINUM SINGLE HUNG WIND0YY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —OADE 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. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SM. CODE SECTION 2003.8.4. EQUAL LITES i lfr s. a I., y. UNEQUAL LITES (ORIEL TYPE) �v 0 o� 4 n �3n SO WHO W hWm C 4 i THESE VAIN DOWS ARE RATED FOR LARGE MISSILE IMPACT. pe`r�,' . PitODfTCT RFVIiq$D SHUTTERS ARE NOT REQUIRED. FlA y'. (ri� drawing no. �.: W09 --08 (sheet I Of 6 WIDTH WIDTH ro Q /. /. a n D EQUAL LITES ? UNEQUAL LITES (ORIEL TYPE) gg� p n vT1 ?i f 2 o3d O Zr g 2 n O 1/8° HEAT STREN'D. GLASS 3/18° HEAT STREN'D. GLASS a 3 090" INTERLAYER 090° INTERLAYER o BUTACRE PVS 9Y *DUPONT' BUTApTE PV8 SY *DUPONT' Z • 1/8° HEAT STAEN'D. GLASS 3/19" HEAT SI 'D. GLASS NOTE: B g SILRANE SIUCONE GLASS CAPACITIES ON THIS SHEET ARE o now 999 DOW 899 BASED ON ASTM E1300 -04 (3 SEC. GUSTS) d AND FLORIDA BUILDING COMMISSION < 19 ro � 18 ii ii DECLARATORY STATEMENT DCA05 -DEC -219 li PRODUCfREVIEW N !! II dg p y y2 ��YI¢BWhhd0Fhft ' •� • BBuOdb* Cow g r 1V ; N droMng no. GLASS TYPE 'A' ! GLASS TYPE 'B' , GLAZING OPTIONS l;l 1�,., sheet 2 of g ..l EQUAL LITES wrnTnows DESIGN LOAD CAPACITY - P8F FLANGE DD/B. 8L9� TYI+R 'A' 6IA86 TYPE 'B' WIDTH HEIGHT EXT.( +) 1Nr.( -) EXf.( +) iHt. { -y t9 -, /8° 78.0 _90.0 78.0 90A 24" 78.0 90A 7SA 90A ae -, /z° 7s.o �.0 7sa 90.0 3Y � 78.0 90A 78.0 9a0 3Y �) 78.Q 90A 78.0 90.0 40° 78.0 90A 78.0 90A ae° 75.0 90.0 78.0 90.9 s3 -1 /B° 7so Sao 7s.o eoA 19 -, /e° 7s.o Sao 78A 90.0 24° 75.0 9Q.0 78.0 90.0 zs-, /Y 75.0 90.0 78.0 90.0 32° 38 -3/8° 78.0 90.0 79.0 90.0 37` (3) 78.0 90.0 78.0 9Q.0 40" 75.0 80A 78.0 �.0 48° 78.0 90,0 78.0 90A 53 -1/8• 78.0 90.0 78.0 90A 19 -1/8• 78.0 90.0 78.0 90.0 24° 79.0 90.0 78.0 90.0 ZB -,,2• 79.Q 90.Q 78.0 :00- 32" 90 -8/e° 78.0 90.0 78.0 37' (4) 7&0 90.0 78A 9Q0 40° 7a0 110.0 78.0 90.0 48" 78.0 90.0 75.0 90.0 s3 -1 /a° 7s.o 90.0 Tao 90.0 19 -1/8` 78.0 90.0 75A 90.0 24° 75.0 90.0 78.0 90.0 26 -1/2' 78.0 90.0 75.0 90A M. UNEQUAL LITES WINDOWS . DEMON LOAD CAPACflY - POP FLANGE DISt6. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 18 -1/8° 2a° 28 -, /Y 32° 37° 40° 48• B3 -,/8" � -8/8° (4) 78A 90A 78.0 90.0 lao �A lao BO.o 78.0 90A 78.0 90.0 78A 90A 79.0 80.0 79.0 BOA 76.0 80.0 79.0 BOA 78.0 90.0 90A 78.0 90.0 78.0 80A Tao 90A 18 -1 /e° 2a• zb -t /z° 3Y 37" 49• aa° 83 -1/8° 83° (8) 75.0 80.8 79.9 DLO 75.o eoo 75.0 9oA Tao 90.0 lb.B BoA 78.0 90.0 78.0 80.0 78.0 90.0 78.0 9a0 78.0 90.0 78A 90.0 - - ls.o BaQ - - 78.0 90.0 18 -1/8" 2a° 28 -1/2` 32° 40" 48" a3 -1 /B° 78° 78.0 90A 78.0 90.0 78.0 90.0 75.o Bao 7 &Q 90.8 79.9 90.Q 78.0 80.0 7a0 9D.0 - - 78A 9a0 - - 18.Q 90.0 7sA 90.0 3i ao• 48° 89 -1 /B° 83" (5) 7s.o 90.0 lso Sao 7s.o BQ.a 7s.o eao 7so 90.0 79.o eoo 78.0 90A 78A 90A 7&0 90.0 78A 90.0 18 -1/8° 24° 28 -1/2° 32° 3Y 40° 48• 83 -t /8° 78° (b) 78.0 80.0 79A 90.0 78.0 90.0 78A 90.0 78.0 8a0 79A �.0 78.0 80.0 79.0 90.0 78A 90.0 78A 90.0 78A 80.0 78.0 80.0 78A 90.0 78A 90.0 79.0 90.0 79A 90.0 WIDTH WIDTH ro Q /. /. a n D EQUAL LITES ? UNEQUAL LITES (ORIEL TYPE) gg� p n vT1 ?i f 2 o3d O Zr g 2 n O 1/8° HEAT STREN'D. GLASS 3/18° HEAT STREN'D. GLASS a 3 090" INTERLAYER 090° INTERLAYER o BUTACRE PVS 9Y *DUPONT' BUTApTE PV8 SY *DUPONT' Z • 1/8° HEAT STAEN'D. GLASS 3/19" HEAT SI 'D. GLASS NOTE: B g SILRANE SIUCONE GLASS CAPACITIES ON THIS SHEET ARE o now 999 DOW 899 BASED ON ASTM E1300 -04 (3 SEC. GUSTS) d AND FLORIDA BUILDING COMMISSION < 19 ro � 18 ii ii DECLARATORY STATEMENT DCA05 -DEC -219 li PRODUCfREVIEW N !! II dg p y y2 ��YI¢BWhhd0Fhft ' •� • BBuOdb* Cow g r 1V ; N droMng no. GLASS TYPE 'A' ! GLASS TYPE 'B' , GLAZING OPTIONS l;l 1�,., sheet 2 of g ..l EQUAL LITES wrnTnows DESIGN LOAD CAPACITY - P8F FLANGE DD/B. 8L9� TYI+R 'A' 6IA86 TYPE 'B' WIDTH HEIGHT EXT.( +) 1Nr.( -) EXf.( +) iHt. { -y t9 -, /8° 78.0 _90.0 78.0 90A 24" 78.0 90A 7SA 90A ae -, /z° 7s.o �.0 7sa 90.0 3Y � 78.0 90A 78.0 9a0 3Y �) 78.Q 90A 78.0 90.0 40° 78.0 90A 78.0 90A ae° 75.0 90.0 78.0 90.9 s3 -1 /B° 7so Sao 7s.o eoA 19 -, /e° 7s.o Sao 78A 90.0 24° 75.0 9Q.0 78.0 90.0 zs-, /Y 75.0 90.0 78.0 90.0 32° 38 -3/8° 78.0 90.0 79.0 90.0 37` (3) 78.0 90.0 78.0 9Q.0 40" 75.0 80A 78.0 �.0 48° 78.0 90,0 78.0 90A 53 -1/8• 78.0 90.0 78.0 90A 19 -1/8• 78.0 90.0 78.0 90.0 24° 79.0 90.0 78.0 90.0 ZB -,,2• 79.Q 90.Q 78.0 :00- 32" 90 -8/e° 78.0 90.0 78.0 37' (4) 7&0 90.0 78A 9Q0 40° 7a0 110.0 78.0 90.0 48" 78.0 90.0 75.0 90.0 s3 -1 /a° 7s.o 90.0 Tao 90.0 19 -1/8` 78.0 90.0 75A 90.0 24° 75.0 90.0 78.0 90.0 26 -1/2' 78.0 90.0 75.0 90A M. UNEQUAL LITES WINDOWS . DEMON LOAD CAPACflY - POP FLANGE DISt6. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) 18 -1/8° 2a° 28 -, /Y 32° 37° 40° 48• B3 -,/8" � -8/8° (4) 78A 90A 78.0 90.0 lao �A lao BO.o 78.0 90A 78.0 90.0 78A 90A 79.0 80.0 79.0 BOA 76.0 80.0 79.0 BOA 78.0 90.0 90A 78.0 90.0 78.0 80A Tao 90A 18 -1 /e° 2a• zb -t /z° 3Y 37" 49• aa° 83 -1/8° 83° (8) 75.0 80.8 79.9 DLO 75.o eoo 75.0 9oA Tao 90.0 lb.B BoA 78.0 90.0 78.0 80.0 78.0 90.0 78.0 9a0 78.0 90.0 78A 90.0 - - ls.o BaQ - - 78.0 90.0 18 -1/8" 2a° 28 -1/2` 32° 40" 48" a3 -1 /B° 78° 78.0 90A 78.0 90.0 78.0 90.0 75.o Bao 7 &Q 90.8 79.9 90.Q 78.0 80.0 7a0 9D.0 - - 78A 9a0 - - 18.Q 90.0 7sA 90.0 18Y TYPICAL ANCHORS WOW SUCK VSEE ELEV. FOR SPACING • • OO O e •.8 r TYPICAL SEE ELEV. FOR SEPARATE APPROVED ANCHOR$ T1 SEE ELE WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS f SEE am FOR SPACNG 1/4" DIA. TAPCON BY 'ITN' (Fw120 KM. Fy.92 KSI) INTO 28Y 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 -1/2" MIN. EMBED INTO CONC. OR MASONRY ,],/4" QLA, _TEKS OR SELF DRILLING SCE (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 35 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') (NO SHIM SPACE) IMCAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE re • 3ooa PSI MIN. MASONRY f'm v 2000 P9i MIN' t JOINTALL J01 AND FRAME CONNECTIONS SEALED WITH JOINT rC I 49 2 � ilifzj y� $��v1 LLI ` RCN: yua2 awhftC f� � tt. &owing no. W09 -08 .m 1TnM a Pair B R&QD. n�c>srnrtoa MA7•Bx1At MANF. /BUPPLi6R/I�MAR%8 1 FYf01 1 FRAME 18'AD 8083 -TB - 2 FYI IS 1 FRAME SILL 8085 -TB - 1 3 4 FY103 FY104 2 1 FRAME JAYS FIXED MTO. RAIL 8083 -T8 8083 -TB - - rZ 8 FY108 1 VENT TOP RAIL 8083 -T8 - i3 e FYI 14 t WENT LTOtroM RAIL � -rs 7 FYto7 z VENT SIDE RAIL 8083 -rs - 8 _ APPRGYED MULIJON 8 FYt08 AS �D. GLAZING BEAD (8/18° LAM. GLASS) 8083 -TB - �, u SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV.:OR SPACING 8A FY108 AS ROD. GLAZING BEAD (7/16° LAM. GLASS) 8083 -T8 a 8 FYI I6 2/VENT SASH STOP 8083 -r8 - QQ''& 12 SL20SP 2/VENT SWEEP LATCH, AT 12 -i/2' F7�Id ENDS ZAMAK SULLIVAN 8 ASSOC. Q6Q 12A fa �8 X 8/8° 88 % 1° 2/ LATCH AS READ. LATCH BtlST. SCREWS FRAME &VENT ASSEMBLY $CREM"3 Sr. STEEL T2ZS FH SMS PH SMS 14A 88 % 3 /8° 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS Ll 18 F207 AS REQO. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 2z 5� W F 18 E20J AS RED. GLAZING BEAD BULB SANTOPI�IE t%.1RAFA8 O iB VYd91B1 AS REOD. FIN SFAL Wi'sTRIPPla6 - LR.IRAFAB 19 FY117 4/ VENT SASH CUI� CELCON M &M PUl4'RtS FYf20 - IL I 1SA �B X 3/8° T/ OtADE SASH GUIDE INST. SCREW CRS OFi SMS TYPE B 20 F210 2/VENT SASH BALANCE - suPEReoosr BY � N WINDOW WIDTH I WINDOW WIDTH 20A �B X 8/8' 1/ BALANCE BALANCE UNST. 9IXtEW - P FM SMS 21 - AS REOD. GLASS SPACER SILICONE FRANK LOVE 22 - 1 8/18' BOX SCREEN TYPICAL ANCHORS M P SEE ELEV. FOR SPACING © Z Iq a ^5 1/4° MAX. R to t /a' MAX. VENT WITH SHIMS 1 /a° MAX 1.+ n SHIM TYPICAL. AaCHOR3 "b{ 4! P SEE t SPACING 20 IF' TYPICAL ANCHORS SEE ELEV. FOR SPACING p� C MLTAL W� •.• ° STRUCTURE $ . SCREEN OPTIONAL-- - - - - -- •° WOOD STRUCTUR ° � • and 14 EXTERIOR 1 Y o e DICKS 3 0.L. OPO. L �r. !IgvpO liyMAO �j R$vlm WINDOW WIDTH PE 70* � g No DM ! • L `' drawing no. • :`� WO9 -08 ...I � � sheet 4 of 6 - OPRONAL 2S FYf20 - FLUSH FRAME ADAPTER 8083 -T8 �DONAL s o p < a° 0 bo °v •e a 1/4° sms SNIMS � Df 1/4• WOC.'" SHIM h Z e• e a . �� e. _ � O v -12-08 revhdong: O -GUARD SERIES -= ALUM S.H. WN. 0.0 AL- FAROOQ CORPORATION n EC 6NmNEER,: & PROD= DEVE1.OPWRiUr tea« 1/Y . r A oz101 r� c+vdz rAm sxen ECO WINDOW SYSTEMS, LLC. J.Aw 87 AVE f 7955 N.W. 77 AVE. M3AML F1oRmA 3317a Q by wuao MEDLEY. FL 33166 TEL WM28489A0 FAX.�2024M `' M. (305) 882 -1144 FAX (305) W5 -9!302 COe1P -ANL WQ -CSE r--- -2.780 '— .062 ,.688 .780 —A3 2.812 FRAME HEAD 1.202 IM �— L1 -- -a1� A 4 FRAMME E JAMB .082 675 I .819 ,394 1.001 t.aza .045 .eo3 ,� '0, FIX. MEETING RAIL -d 1.7 tAa7 •1.300 t .280 .062 h�1.140 VENT TOP RAIL VENT BOTTOM RAIL _Z, FRAME SILL GLAZING BEADS 1.434 1.087 082 "140 .621 VENT SIDE RAIL 'ir z.ttee .062 69 -2.611 23 FLUSH FRAME ADAPTER I J to N;11, %'a �q" V 8 g P to zz ri U � w t. arm �' • � . - AV i 7862 drawing no. W09 --08 MC� D WE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474. BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) .m mid a r Eco Window Systems, LLC. 7955 NW 77th Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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. PERA 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 "500 ECO- Guard" Outswing Aluminum Casement Window - L.M.L APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23/11, with revision B dated 01/31 /I2, prepared by Al -Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small. Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety: INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 9 11- 0309.06 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. NOA No. 12-0223.27 mom , M1r Expiration Date: May 19, 2016 Y41011.2 Approval Date: May 03, 2012 Page 1 Eco Window Svetems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.) sheets 1 through 6 of 6, dated 02/23 /11 with revision B dated 01/31/12, prepared by A1-- 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. HETI -10 -3140, HETI 10 3141, BETI -10 3142, HETI -10 -3143 and HETI 10 -3144, dated 12/29 -- 30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #11- 0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA #11- 0309.06) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ 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. G. OTHER 1. Notice of Acceptance No. 11-0309.06, issued to Eco Window Systems, LLC for their Series "500 ECO- Guard" Outswing Aluminum Casement Window - L.M.I." approved on 05/19/11 and expiring on 05/19/16. 'L Manuel Perez, P . Product Control Exam NOA No. 12-0223.27 Expiration Date: May 19, 2016 Approval Date: May 03, 2012 E -1 1 /8• TEMP. GLASS 3/8' AIR SPACE 1/8' HEAT STR£N'D. GLASS 1/8° HEAT STRENT). GLASS 090 INTERLAYER 080 INTERLAYER BUTACTTE PVB BY 'DUPONV SUTACITE PVB BY 'DUPONT' 1/8° HEAT SIREN'D. GLASS 1/8" HEAT STREN'D. GLASS IGGIN �'CC�IING 889 899 3 9 9 19 SETTING BLOCKS AT INSUL LAM. tiIASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'A' GLASS TYPE 'AA' GLAZING OP71ONS ECO —GUARD SERIES -500 ALUMINUM OUTMNG 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 MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON 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 IWO WOW ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DLSStMRAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. .7- 6 POINT LOCK T HEIGHT UP70 NO. OF KEEPERS AT SASH TYPICAL ELEVATION 28' 2 38-3/8- 3 50-5/s. 4 83' S 78' 8 MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR S2ES SHM OR SMALLER) — 75.0 PSF j ITHESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED., ngr.AWAD. A PRODUCTREVTBM :FiA. PC 1707, B wmplytllgwNhthOF1011� Tb NOTE: D GLASS kPACITIES ON THIS SHEET ARE 20 BY [Arhoat BASED ON ASTM EIWO -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 ro a 0 fY r h ull J ffi ps W� v �jMa 4 $fie 1 W 19 W Wn2W 0 4 drawing no. W11 -05 TYPICAL ANCHORS SEE ELEV. FOR SPACING -------------------- -^---�1 IIMIAMI-DAOE COUNTY APPROVED l t!MULLION & MULLION ANCHORS II i�SEE SEPARATE NOA II tl II II II 1 I I 1 I- 11 :17 TYPICAL ANCHORS 51 _ I TPR WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4' DIAL TAPCON BY 'Dw' (Fw120 KSI, F)-e2 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4' DA ULTRACON BY 'ELCO (Fa -177 Ksl, F"m Rsl) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8' MIN. PENETRATION INTO W000 THRU 1BY SUCKS 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 414 SMS OR SELF DRILLING SCREWS (M OE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6083 -TS MIN.) (STEEL. IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 02 SMS 'OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. 1/8') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE a 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. 17 ' CONCRETE AT HEAD, SILL OR JAMBS I'c - 3000 PSI MIN. 18 Pj i� C -90 HOLLOW /FlLLED BLOCK AT JAMS Pm - 2000 PSI MIN. .� I t,7992 ° TOPICAL ANCHORS' 18Y SEE ELEV. t N000 BUCK FOR SPACING �v W 0 N 4� aT3 M I fn 0 0 i Q o y W n- a wing no. W11 -05 h j m O I V O m r � z Hi I 1 F QD n t7l i i I I /V I N � a a em4 02 -23-11 n�13tO^S 5-500 AWM OUTSWMG CASEMENT �L (LILL) AL- FAROOQ CORPORATION P1 (soft no a On 00""R E'm & PRODUCT DEYEI.OF71IDYr ful t/z' ° ,' 1236SW 87AVE f O NU MAI, FLORIDA 93174 �EL.c3M2ea� FAX.(37�2625878 C �•� HE I -05ECQ x•71 �'• aca Ewe mooaHrs ECO WINDOW SYSTEMS. LLC. e m.�1a � awwE naa �r 7955 NW 77th. AVENUE MEDLEY, FLORIDA, 33166 TEL (305) 862 -1744 FAX {309) 885 -5802 In ° °p o C D ° D� ''4- um g SHW �? H z I /a- MAx. sluts H Lgg py ll 1, l l El Y I i _ II II I q O N - da,« 02_ 11 5-500 AU M WTSM CASfiM O Wow. LM.I. AL-FAR � g a ( ) 004 CORPORATION a ECO WINDOW SYSTEMS. LLC. � WA,, ecru oPnaerr w. ( 7855 NW 77th. AVENUE MIAMI, FLORIDA 33174 p O MEDLEY. FLORIDA, 33166 tM-�2s"im FAxt zsa�7s C C71 P w�.e1e — 1EL (305) 892 -1144 FAX (305) 86S —S4a2 CDMP— ANL \W11 -09EC4 Der , i�� r 0 FRAME HEAD /SILL/JAMB Col 0 .599 803 ,045 1.047 GLAZING BEAD (LAM. GLASS) ['130 f — '� 048 1.172 GLAZING BEAD (INSUL. LAM. GLASS) 248 1 - .120 .7FT SNUBBER - VENT mm PART 0 QUANWN DB9CRIP77oW PUT=& I MANS. /8NRLMR/lUWA IR8 1 E801 4 FRAME FPM /91L1./JAMS 6083 -TB - 2 E902 4 VENT 6063-TO 2.811 3 FY1O8 AS REGO. MAZINO DEAD (LAM. GLASS) 8083 -T8 3A ENS AS REOD. MA21N0 BEM (MUL Wt. QM) 9083 -TB - 4 ENS AS REOD. SNUMER - VENT. FULL LENOIH 9083-TB - 4A ESW AS REOD. SNUBBER - FRAME, FULL LENGTH 8083 -TB - 8 ESOB OPTIONAL SCREEN! FRAME 8083 -T8 - 1 a10 X 1 -t /4° AS REOD. FRAME AND VENT ASSUABLY SCREWS - H LWt SMS 8 Em AS READ. BULB WECKRBIRMP O, OUAWMER BB SANrOPRENE ULTRAFAS 9 E203 AS RECD. GLAZING BEAD BULB, DUROMETER 05 SANTOPRENE ULTRAFM 10 35A2.00.400 2/ VENT 4 8M 19NCEE, AT TOP AND BOTTOM STEEL TRUK 044TALLED 71111 (2) 010 X 5/8' $03 it 13098.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 - 9/ VENT KEEPER STEEL - 13 - 1/ VENT ROM OPERATOR ZAWX/STL TRUTH 14 FSJ40 -SS 2/ OORIM FRAt1E/VENT CORNER W ST. STEEL - 18 PY120 AS REOD. FLt1411 FRAME ADAPIER 8093 -T8 OPTIONAL 18 - 3 MR SAO SKATE NYLON MdtM PLASM 17 /10 X 1 -1/4' 2/ SKATE FH SDS SKATE SCREWS 18 is X 3/4' AS REQD. FN SMS SMUBBER SCREWS N PAIRS Y APART, PAIRS SPACED AT 7 -314' O.C. 19 2/ LITE SEMO BLOCK, 3118' X 314' X V LONG NEOPRENE AT 8° MAI EACH END, BUROMETER 88 20 FLS -80 OIASS SPACER - 1/W HIGH SOJCONE FMW LORE F $� a ;a 0, 9 J Vl W� ZM poC4 L iin Jw ^�' JA , . • . .. •PRODi1CT REYL98p �' mCemply6lgaNhllcoFiarlda � droWing no. t W11 -05 sheet $ of 8 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE- MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. 2.986 �092 LACKS: 789 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR Q24.33.XX.004 AT 8 -1/2" FROM SILL 2.811 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES to FLUSH FRAME ADAPTER #33489.00.0001 SPACED AT 12 -3/4° O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.780 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 .493 1.750 HINGES: 4 BAR ST /ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS 493 FASTENED WITH (2) #10 X 5/8' P PH SELF DRILLING SCREWS OPERATOR: to CORNER KEY SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS .248 OPERATOR 01 AT BOTTOM L SRA EEb WITH (2# X 7� -.1zo .._� —SAGS S: _ANTI KATE k- t.i88�1 VINYL ANTI -SAG SKATES BY 'M &M PLASTICS' (2) AT LOCK STILE AT 6 -3/4" FROM TOP /BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE Q SNUBBER - FRAME EACH FASTENED WITH (2) #10 X 1 -1/4" P FH SDS. F $� a ;a 0, 9 J Vl W� ZM poC4 L iin Jw ^�' JA , . • . .. •PRODi1CT REYL98p �' mCemply6lgaNhllcoFiarlda � droWing no. t W11 -05 sheet $ of 8 \ A n� M "1 IL %__ZR A �V m a aert ae -u n f°` O"� S -50D AUDI DOTSNt916 CASEMENT WDW. (LM.L) AL- FAR000 CORPORATION Ic ewc t/Y= t• aa'oann NoCK4Wn a,�r ECO WINDOW SYSTEMS. LLC. s�w�,3iA�UOTDEVEL tx°vr �' m. M wnuw a a,a,., ro cxnxae ttns sx¢r 7955 NW 77th. AVENUE WAR%E7AMOA3817a p MEDLEY. FLORIDA, 33166 TEL(305)2944 O0 VAX.(805)282A O, UL O "•• ef^- MF (305) 882 -11" FAX (305) 8M—W= COUP —ANL \ant- 05 ECxi� MIAMI•D�1DE MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miarni, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www mlamidadw— ova /pera Eco Window Systems, LLC. 7955 NW 77a' Avenue Medley, FL 33166 SCOPE: This-NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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. PERA 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 -"300 ECO- Guard" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -20, titled "ECO -Guard Series -300 Alum Fixed Wdw. (I..M.I.) ", sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, prepared by Al +arooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 0413.08 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0223.25 Expiration Date: June 17, 2414 Approval Date: May 43, 2012 !�► Page 1 Eco window systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -20, titled "ECO -Guard Series -300 Alum. Fixed Wdw. (L.M.I.),", sheets 1 through 5 of 5, dated 03/23/09, with revision B dated 01/30/12, prepared by Ai- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 04.13.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -08 - 2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco - Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA#09- 0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI - 08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09.0413.08) Jaime D. "Gano Or* Product Control ExakihAr NOA No. 12. 0223.25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 E -1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNmNuFw) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under previous NOA #09- 0413.48) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGWO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624-01 issued to E.I. DuPont DeNemours & Co., Inc. for their- "DuPont Butacite® 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 30, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09- 0413.08, issued to ECO Window Systems. LLC for their "ECO -Guard Series -300 Aluminum Fixed Window - L.M.I. ", approved on 06/17/09 and expiring on 06/17/14. manuef Pe ez, P. . Product Control A mir r NOA No. 12-0 .25 Expiration Date: June 17, 2014 Approval Date: May 03, 2012 E -2 ,.808 —�j 2.888 I 082 69 1.813 .878 1.000 --I 2.811 .082 I 0 FLUSH FRAME ADAPTER Qi FRAME HEAD /SILL/JAMB .ors U2 GLAZING BEAD 1.070 378 .DSO ANCHOR COVER ECO —GUARD SERIES -300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —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, MATERIALS INCLUDING BUT NOT LIMITED TO METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SM. CODE SECTION 2003.8.4. FALS (SURFAC , 4 mumm DL OPG. A �f ,I 1, n n n Ir II 11 II II II II N II I � I li •� II II II U II I I II II II 11 II II II 11 II II II II II I 1' S I s° Max. 12° MAx. HEAO/SILL HEAD /SILL CORNERS GLASS D.LO. DIMS. D.LO. HEIGHT = WINDOW HEIGHT — 3.82$° D.LO• WIDTH WINDOW WIDTH — 3.828° 1 THESE WINDOWS AR RATED FOR LARGE & SMALL MISSILE IMPACT. �P`' : SHUTTERS ARE NOT ffQUIRED. ` FlA PE Ba F� a cQy V1 ri v Z •122 8{ 8�b10 � osex crcr� � � By droanng no. '' W09 -20 0 0�3o2 -born wv -dwm - mss -sae (00 xrd "1 L -M ON) -M sc�asct �cv� oossroezt -iaz 99!££ -U 'AM03W N V/Mw W". tiwmw 'W LL W N 996E o� owz m o3rooan � w a o g 9AV 49 We BEZT J A IWWC d-9SUMM91a '0ll 'SW31S.lS MOONIM 003 svmowmo M � srcerw v e MOLLVaoduco bOo"V& (Tpn) AION1 am mm OW-MgM MM-033 � �� w,wT R Nor, ° �< m C1 am ssrn ro Big 0 x,�.. 6 a I 'dU. *bM l t3� J wa pp Wz N � � g IE, OM ...._. ... LU CilL J KWN31 'M I Hloxn HLVM •M, r —� r - -- � I I I I I § I Ri-C OWE l v' a jai0 lai 18Y TWICAL ANA WOOD SUCK SEE a" FOR 4. 8 4 e' SEE E SEE E sa e I f a° . A 9 e .4 TYPICAL. ANCHORS .e SEE ELEV. FOR SPACING � r�YGESei L TYPICAL AN@HORS V. i0Y SEE ELEV. WOOD DUCK FOR SPACING ,. O 4 �Ayy p �m p a 1 Vl QM a�� otn§ X m W n� � C drowiN no. W09 -20 !! �{ WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS; 5EE ELEV. FOR SPACING !j p MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4. OIA. TAPCON BY 'ITW (Fw120 KSL FY-82 KSI) i t! AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8- MEN. PENETRATION INTO WOOD iE !i ii THRU 1BY BUCKS INTO CONC. OR MASONRY i 1 -1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4- MIN. EMBED INTO CONC. OR MASONRY (S7 1/4' DIA, TEKS OR SELF DRILL S`REg1S (GRADE 8 CRS) iFS i. INTO METAL STRUCTURES STEEL : 1/8- THK. MIN. (Fy - 38 KSI MIN.) i! ii ALUMINUM : 1/8- THK. MIN. (6063 -T5 MIN.) I' Ei (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,i II AI4 c_uS OR SELF DRILLING CREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') (NO SHIM SPACE) y TYPICAL EDGE DISTANCE i! '! INTO CONCRETE AND MASONRY m 2 -1/2- MIN. INTO WOOD STRUCTURE b 1- MIN. INTO METAL STRUCTURE - 3/4- MIN. i! I! CONCRETE Pc - 3000 PSI MIN. C -90 HOLLOW/RULED BLOCK E m - 1300 PSI WL z Ii i s SEALANT: I e 6_3 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. O t \ sa e I f a° . A 9 e .4 TYPICAL. ANCHORS .e SEE ELEV. FOR SPACING � r�YGESei L TYPICAL AN@HORS V. i0Y SEE ELEV. WOOD DUCK FOR SPACING ,. O 4 �Ayy p �m p a 1 Vl QM a�� otn§ X m W n� � C drowiN no. W09 -20 mim PAW mm. DESCRIPTION MATEMAL I MW./MMWM/RlWAMW 1 FY301 2 FRAME HEAD/SILL/JAMS 6083-TO 1/8- THIL 2 FY302 AS RWD. GLAZING WAD- 7/16- MASS 6003-To - ALUM STRAP 3 FY303 AS REOD ANCHOR COVER 6043-T5 - 4 EM AS READ. GLAZINS BEAD BULB NEOPRENE ULTRWAB I MASS SPACER - 1/8' MGM SILICONE FRAM( LOWE a 1FRAim ASSEMBLY SCREWS CRS PH SMS 1 7 1 FY120 I IFUMN FRAME ADAPTER 6003-Ts OPTION& WELDED JOINTS MM-DADE COUNTY APPROVED MULLION RECT. OR SQUARE WINDOWS CIRCULAR IMNOM MITER CORNERS SEE SEPARATE NOA TYPICAL ANCHORS yI SEE EM. FOR SPACING WIMR DETAILS F E. rz Z d -- ---------- ------ w 9,2 O TYPICAL ANCHORS SEE 8". FM SPACING WINDOW MOM WINDOW WWTH 1/4' MAX SHIM 1 /4- MAX SHIMS TYPICAL ANCHORS SRI SEE ELEV. TYPICAL ANCHORS SHM FOR SPACING SEE M. FOR SPACING • MEIAL STRUCTURE ---------------- ............... -------------- ---------- 4 �! 4 m PRODUM WOOD REMSED ',hA. Amo—Nol klay ou"* Code EXTERIOR WOOD SUCKS D.L OPG. -20 W09 WIDOW WIDTH ,, MAL u . SIRUCIURE �� N TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MM -DARE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA d ALT. �3TYPICAL ANCHORS SEE ELEV. FOR SPACING d ^1 O Vl W MAX. SHIMS ALT. •: a ppia W�� 0 a a `�n 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING e : e ALT. • ; �Ua: rI' `; • '," �it:1l �r,• '(t:.; .:1::. a INSTALLATION DETAIN9 WITH FLUSH FRAME ADAPTER F.rc;,* rAHI Pltopt=REVIM FCA. PE Q9T a° 4roPmrlde `` 'PE !6 S if Na 00 • ! / S (�� y ° TOWAL ANCHORS ;By •• �'. Mimtd dYOwing no. A r] Was -2a SEE ELM FOR SPACING . ' �� '• ,� >�,�t Say M IAM I�DADE MIAMI -DADS COUNTY 4 PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov /sera/ ECO Windows Systems, LLC 9114 N. W. 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 PERA - 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. ff 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. PERA 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 600 Aluminum Outswing Doors-L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37 ". 2. Laminated glass types Gland G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090" Solutia interlayer. 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 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 12- 0402.03 MIAMNMoe couN Expiration Date: July 19, 2017 • ' Approval Date: July 19, 2012 `Z Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.y', sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13 /12 and last revised on Jun 28, 2012, 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 an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -12 -3357, BETI -12- 3358, HETI -12- 4003, BETI -12 -4003 and HETl- 12- 4027dated 03/16 - 26/12, all signed and sealed by Rafael E. Droz -Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for -their `Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11 -0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 10/14/11 and 02 -21 -12 approved b PERA. re" � 1- a&� Ishaq L Chanda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E -1 SERIES 60Q ALUMINUM OUTMNG ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY 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 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY 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. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1 16° HEAT STREN'D. GLASS 3/16• HEAT STREN'D. GLASS � .090•INTERLAYER .090° INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' Z 118• HEAT STREN'D. GLASS gg 3/16' HEAT STREN'0. GLASS SILICONE F SUCONE is DOW CORNING B99 DOW CORNING 698 26 26 LL m t4 V SETTING BLOCKS AT LAM. CLASS 3 REOD. FOR WIDTHS — — NOTCH BEAD LINO 38° ONLY. LNG CLEAR BLOCKS GLASS TYPE 'G1' GLASS TYPE 'Ca' �- m m TEMP. GLASS 5/18• AIR SPACE HEAT STRENI). GLASS .090° INTERLAVER SAFLEX IIIG BY %OLUTIA' r-1/8• HEAT STREN'D. GLASS 1 GLASS TYPE 'G3' 899 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Ear JAVAD aNAIAD SHUTTERS ARE NOT REOUIRED. FLAB t� 92 qkq,S trMIM L J U1 lz 1 3 Gi v7 M Z� rnw r N drawing no. W12 -08 ST. STEEL METAL SPACER SILICONE SETTING BLOCKS AT WSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. Ear JAVAD aNAIAD SHUTTERS ARE NOT REOUIRED. FLAB t� 92 qkq,S trMIM L J U1 lz 1 3 Gi v7 M Z� rnw r N drawing no. W12 -08 r DOORS LOAD CAPACITY - PSF DOUBLE (XX) 39 3/4' MAX 78' MAX. LEAF WwrH FRAME HEttiHT EXT.( +) INT.( -) 39 -3/4° FRAME WIDTH 98' FRAME N6DTH 75.0 �� 8 / IL s ANCHORS AT STILE mE ENN DS (4) AT 3° OC. . Z N 12° S° MAX �°" H�EAD� �� A "- S" -MAX 12' H�E p� A t I I I c�oRr'ERS� I I � r II / I _ II -- Lock oanoIs / �77\ Q�p � ^ � �✓ ILL- 8LLQ - u LOCH OPTIONS SEE SHEET 7 r/ \ II \ II 1y II r \ �i \ MwrMt � w,OI"7 B I \ \ I acTntE Z OOM r Z ri 3 ACTIVE O 4i SURFACE APPLIED FALSE MUNnNS CR d 28 15/18• s SURFAf2: APPLIED FALSE MUN7.N3 OR 15/16 28 28 18/18' 6ECORATIYE GRILL D.L. OPG. m D£CORATIYE GR91 D.L. OPG, D.L OPG. ro MAY BE USED MAY 3E USED NOTE: 37' MAX 37° MAX EGRESS REQUIREMENTS TO BE REVIEWED LEAF WIDTH �Ap NAD7H BY BUILDING OFFICIAL. (x) (xx) 0 DOORS LOAD CAPACITY - PBF u� SINGLE DOORS (X) NOTE: ODOR DIMS. LAMINATED GLASS GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 0 c a ! O GLecS D.LO. DIMS. O.L.O. HEIGHT FRAME HEIGHT - 11.125° � CIVIL AHMnO D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813° nA / 7089z CA'H g - D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 is 8 0 no. JUN 8 2012 W12 -08 W l 2 sneet 2 ct 9 DOORS LOAD CAPACITY - PSF DOUBLE (XX) ODOR DOTS. FRAME wrorH LEAF WwrH FRAME HEttiHT EXT.( +) INT.( -) 39 -3/4° 37' 98' 70.0 75.0 DOORS LOAD CAPACITY - PSF DOUBLE (XX) ODOR DOTS. LAMINATED GL13.9 F'RNIE wroTIl LEAF WIDTH FRAME HEIGHT EXI'.( +) PJT.( -) 78" 37° 98' 70.0 75.0 / I \ _ II -- Lock oanoIs / �77\ Q�p � ^ � �✓ INACTIVE I acTntE DOORS LOAD CAPACITY - PSF DOUBLE (XX) ODOR DOTS. LAMINATED GL13.9 F'RNIE wroTIl LEAF WIDTH FRAME HEIGHT EXI'.( +) PJT.( -) 78" 37° 98' 70.0 75.0 DRBIGN LOAD CAPACITY - PSF SIDELM WITH SOIGI.E OR DDISLE LEAF WOKS (SEE NOTE BEL) SIDEUTE FRAME WIDTH INCHES SIDEUTE FRAME HERM INCHES wITRODT RRDYFORCING wrrK RIMOORCDVG EXT.( +) OR.( -) EAT.( +) 01F.( -) 24 30 36 37 42 82 70.0 75.0 70.0 730 70.0 75.0 70.0 730 70.0 75.0 70.0 730 0.0 75.0 1.7 831 24 30 36 37 42 68 0.0 75.0 M61.7 #7nll,(LO 0.0 78.0 0.0 75.0 I 0.0 730 1.7 66.1 24 30 36 37 92 730 88.8 69.8 1 70.0 78.0 64.1 64.1 70.0 78.0 832 63.5 70.0 75.0 24 30 36 37 98 63.3 832 70.0 79.0 57.8 579 70.0 75.0 53.1 53.1 70.0 75.0 92.4 52.4 70.0 75.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS O. Dims. D.L.O. HEIGHT (SIDEUTE) FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438" ii n n n !FACE APPLIED MUNTINS OR 32 ORATIVE GRILL Dl MAY BE USED SIDEUTE FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3° O.C. (4) ANCHORS AT HEAD/SILL 12° MAX �A J SILL I I I 1 1 fl 111� I I I I \J II ii II II it !FACE APPLIED MUNTINS OR 32 ORATIVE GRILL Dl MAY BE USED SIDEUTE FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS CLUSTER OF (4) AT 3° O.C. (4) ANCHORS AT HEAD/SILL 12° MAX �A J SILL I I I 1 1 fl 111� I I I I I II I I I I I 1 26 19/16° 28 15/18° D.L. OPO. D.L OP% 37° LEAF WIDTH (Oxxo) �p L Mind NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 JUN 2 8 2012 I N O / 0. $� n }� U Vl n Q _OM ti Cz 3� �i U ::w e g � Growing no. WW2 -08 ii II 1 I 14 \ II II\ \ I I L SEI /OPTION SHEET B II 1 I I I I I 1 I INACTNE ACTIVE I II I I I I I 1 26 19/16° 28 15/18° D.L. OPO. D.L OP% 37° LEAF WIDTH (Oxxo) �p L Mind NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 JUN 2 8 2012 I N O / 0. $� n }� U Vl n Q _OM ti Cz 3� �i U ::w e g � Growing no. WW2 -08 ml a 0 "a u ING OPTIONS SHEET 1 I ?-� n 2BY WOOD BUCK BUCK \ OR WOOD STRUCTURE SEE NOTE SHEET 1 �I F ICAL ANCHORS TYPICAL ANCHORS SEE FOR PI ACI SACG FOR SPACING 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 1/4m DUI. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. 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 (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" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS !'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. OftV @ N 0 I �a In h 3�M0 Z 3� xz O ,a. a Wwa ° ° v i o v. 4 ° u . v EDGE DIST. �T TYPICAL ANCHORS 112' MIN. SEE ELEVATIONS THROW BOLT FOR SPACING PENETRATION ?-� n 2BY WOOD BUCK BUCK \ OR WOOD STRUCTURE SEE NOTE SHEET 1 �I F ICAL ANCHORS TYPICAL ANCHORS SEE FOR PI ACI SACG FOR SPACING 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 1/4m DUI. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. 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 (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" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS !'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. OftV @ N 0 I �a In h 3�M0 Z 3� xz O ,a. a Wwa u . �T DOOR DETAILS N En r: "0 AHMAD CMpL SCAN. 3538 s2 e� g e o drawing no. W12 -00 ,TUN 2 S 282 sheet 4 of g TYPICAL FOR 1/4° MAX SHIM TYPICALgiC-6,1.S� < CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OF STILE—\ [CAL ANCHORS ELEV. SPACING LOCK OPTIONS E O f Sue SKEET 7 CONCEALED FLUSH BOLTS LEVERS AT STILE FAO: I &to Irt II T li i S 11 1g D.LO. 10 II D.LO. EXTERIOR G _ %ftV z �n O e� OIL 47 1/4' MAX 00 SHIM � h 2BY WOW B# OR WOO STRUjdTURE O O� ifi N07E 1 3 Z 8Ito uJ O 8 TYPICAL ANCHORS g SEE FOR SP IG Engr. WA c AD *0114D �+ FLA. mL H ¢ ar 8 k drawing no. DOOR DETAILS JUN 882 12 W12 -OS afieat 6 of 9 TYPICAL ANCHORS 8 SEE ELEVATIONS .EDGE IST. _ FOR SPACING N z �s a �m U GLAZING OPTIONS REINFORCING " SEE SHEET 1 O N S O 18 AS REOD. 1/4° MJ�X,'•. H AT S' FROM OM ENDS � SEE SHEET 3 tx g{IM AND 11° O.C. MAX _m C J Is L/A o I Z� 28 t3 :10 I za W oiw I o I 111' SEE ELEV. I TYPICAL ANCHORS < O �• L_ FOR SPACING 29 14 19 2S p �i D.L.O. 18 a D.LO. a 4A EXTERIOR LEAF WIDTH SIDELITE YADTH DOOR FRAME WIDTH m Q z UNIT FRAME WIDTH L OAll 0 s /1pgt�ilrydilW�au ^ © \ !N r Z Ear JAYCIVIL AHKAO , FLAc PE V80592 g e a v e d o o a o drawing no. EDGE DIST. TYPICAL ANCHORS $ ®201 FOR ELEVATIONS SIDELITE DETAILS W12 -08 sheet 6 of g LOCKS OPTION 1• ACTIVE LEAE. 4 POINT LOCK ASSEMBLY DLOI -6007 BY 'INTERLOCK USA INC.' (2) LOCKING PUNTS ENGAGING AT INACTIVE LEAF 1/2° DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNEC71NG RODS LOCK LOCATED AT 42 -1/2' FROM BOTTOM INACTIVE 1 FAF: 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42 -1/2' FROM BOTTOM OPTION 82• ACTIVE LEAF: CONVENTIONAL DOUR LOC<SET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39 -1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOW 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10 -5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #B-32 X 1/2' FH MS INACTIVE LEAF., CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -5 /8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 88 -32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED OURING PERIODS OF HURRICANE WARNING. ITEM 0 PART 6 RSQD. DESCRIMON MATERIAL MANP. /SUPPLIER/tEMARXB 1 E001 - DOOR FRAME HEAD /SILL 6083 -TB - 2 E602 - FRAME COVER 6063 -T8 - 3 E603 - DOOR FRAME JAMB 6083 -TB - 4 E504 - SIOEUTE TOP & BOTTOM FRAME 6083 -TB - 4A E626 - SIDELTTE 9' BOTTOM FRAME 6083 -T6 - 5 E605 - SIOEUTE FRAME JAMB 6083 -TB - 8 E606 - SIDEUTE SUP ON JAMS 6083 -TS - 7 E507 - LEAF TOP & BOTTOM RAIL 6083 -TS - 7A E625 - LEAF 9' BOTTOM RAIL 6083 -TB - e E608 - LEAF W'SIRIP ADAPTER 6063 -T8 - 9 EON - LEAF HINGE STILE 6083 -TS - 10 E810 - LEAF LOCK STILE 8063 -T6 - 11 E611 - LEAF ASTRAGAL SOLE 6063 -TS - 12 E612 - LEAF ALIGNMENT BRACKET 6063 -TB - 13 E613 - LEAF CLAMP 6083 -TB 4-1/4' LONG 13A E613 - HINGE BACK -UP PLATE 6083 -TB 12' LONG 14 E614 - GLAZING BEAD (5/10' LAM. GLASS) 6083 -TB - 14A E109 - GLAZING BEAD (7/18° LAM. GLASS) 6063 -TB 1S E615 - GLAZING BEAD (9L''MIL GLASS) 6063 -TB - 16 E616 - SNAP COVER 6063 -T8 - 17 E613 - BOLT SUPPORT 6083 -78 NOT SHOWN 18 - AS READ. SIDELRE MLIWON REINFORCING 6053 -T8 - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 F01202 - FLUSH BOLT LEVER - SULUVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH SOLT ROD ST STEEL SULLIVAN & ASSOC. 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS 23 J12 X 3/4' - NINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8' DIA. THREADED ROD STEEL - 25 WI 1323 - PRE W'STRIPPING WOOL ULTRAFAB 28 E20518 -XN -3020 - BULB W'STRIPPING SANTOPRENE EPOM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER 00. 29 E622 FLUSH BOLT CUP NYLON 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WO - 1WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4' 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETTING BLOCK, 1/4' X 1/2' X 4' LONG EPOM AT 6' FROM EACH END, DUROMETER 6515 35 2/ UTE I SETTING BLOCK, 1/4' X 3/4' X 4' LONG EPOM AT 8' FROM EACH END, DUROMETER 6518 '—ILL _ _ 3-1/2° X 7 -5/8' X .122' THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10 -1/4' FROM BOTTOM TOP HINGE AT 11 -3/4' FROM TOP CENTER HINGE AT MIDSPAN (38' O.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. k3YiTr7�Si or& FLA. PE W2 CAN. An r Q� dl; n O_ � Z� J, B 6 M drawing no. W12 -08 9 4.000 .079 .078 [-1.750 .519 1^-.394 .130 I .803 ,04g 803 050 .803 .045 �I% �Y N 3 .b23 � 1825 Z 4.031 4.750 1.047 1.047 1.172 I� -2.082 t DOOR FRAME HEAD /SILL I LH 7 LEAF j -1.507 -4 TOP /BOTTOM RAIL 1a GLAZING � taa GLAZING � is GLAZING � 1.907 �I I K K � LL � 8 a a a.000 � � 1.625 a.7et I _f. .078 a.719 .078 1.750 7 [:;q-, 3 719 .078 LL O L 1 T I 1.507 � s LEAF HINGE STILE 8.250 7.531 312 � g2 5.344 O 1750 4.000 � e LEAF W'S�RIP ADAPTER SIDELITE TOP & BOTTOM FRAME 2.081 1.750 1.5107 1.750 .3f 2 �4..k� gg ffi c Z 3 gq z .329 .078 079 7A 9" BOTTOM RAIL 1' t2 m iS 0 v Ww� 1.e1z 2 FRAME COVER 10 LEAF LOCK STILE t.sm LEAF ALIGNMENT BRACKET - x{.750 �.28t s7s .125 c o 5.344 o7e 2.081 887 i .050 �-,97 Yy 1.50 t.790 1.574 .125 3.781 3.719 .078 L= ° I I to SNAP COVER 11 LEAF ASTRAGAL STILE 8 LEAF CLAMP L 9� HINGE BACK -UP PLATE cm^ 4.000 1.500 '625 078 4.000 1.500 '719 &281 1.250 �- 18 °I •719 SIDELITE MULLION REINFORCING OVIL z SCAN 13 $ °c a N .078 � 2.097 L 7 4.188 3538 1.825 L Imo- .07a °'0°° JUN 2 2012 1yI O drawing no. W12 -08 sfieet 8 of 9 a DOOR FRAME JAMB s SIDELITE FRAME JAMB SIOELITE 9" BOTTOM FRAME (e SIDELITE SLIP ON JAMB \ \ Z {eeaavee r Vr� {Dy) \ m \ ♦ N o 3 \ w oa m v °�« oa -+3-12 revisions: � 600 ALUM WISIMING WNICE Dom! (ULUL) AL- FAROOQ CORPORATION a ECO WINDOW SYSTEMS. LLC. � . 7 ,E ° ° O °ff f 0 9114 N.W. 106 STREET MIAMI, FLORIDA33174 C MEDLEY, FL. 33178 •ra.�2G"KW FAX(�8)26ZW TEI. (303) M9 -9299 FAX (J09) 889 -S9CG COMP -APLL W12 -08EC0 m[II�t37 . • t