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WS-14-718Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 1:218 I'i E Permit No. l'KOR wy e,jz_1_ FBC 20 V� Master Permit NO.AJ!_J c > ) 4 — —11 ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: i /— ,a � Q _ 0 ; i� Is the Building Historically Designated: Yes NO WFlood Zone: OWNER: Name (Fee Simple Titleholder): I°a t -/"n 6k L" V 1' A Phone#: Address: T l e I � )QL� €� T r City: NAI A Vu le 5 16 l ? 5 State: Zip: 13 Tenant/Lessee Name: Phone#: Email: k.Y )`.fh k1r) LAP -VI CONTRACTOR: Company Name: _(1'��/� ��es°`7�;?l2 �% �Z � Phone#: Address: __Q/ City: n- L � / / State J � '�-� G gyp; �� �� Qualifier Name: A IxO • j�,�i� � � Phone#: �� 2-232 'y State Certification or Registration #: Certificate of Competency #: Contact Phone#: 'q)Q `(0 Email Address: c DESIGNER: Architect/Engineen . jo Phone#: S Value of Work for this Permit: Square/Linear Footage of Work: Type of Work: DAddition DAlteration ONew ORepair/Replace ODemolition Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE W., Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature 07 gent _ p The foregoing instrument was acknowledged before me this dayof ,20L,by KY-i5ti116L `vIm )Jet' , who is ersonally knowilo me or who has produced As identification and who did take an oath. NOTARY PUBLIC: LAL—q- Sign: Print: t40—,V-;0— My 40—,V-iO„ My Commission Exp'yn.�% Nary Public Stift of Florida ioriaa Maria Carbalisire `- My Commission EE131472 OtRO E%piras 12/14/2015 APPROVED BY % l D% t Signature 11-14� Contractor The foregoing instrument w7as ckn wl ed beforexro,_ day of , 20'='x, by who is personally own to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY Clerk Local, Business Tax Race. -W Miami -Dade GountVi State of Florida -MaS]S NOT-A•BILL— DO NOTPAY 63747" E 'MMES 1 avC +v, S ISI ER O, 20 4 i 1.0651 sf8'E235 Nl tie irnlplaarad at pM of-busmess : c r R 3M.78. q a Chaptar$A—A+t.9 & 1D O11NI�ER SEC. TYPE OF BUSINESS PAYMENT.-RECEMO OWN WINDOWS INC 196 • SPECIALTY BUILDING CONTRACTOR By Tax tALL mit .Worker(S) 4 04BSOM $45.00 07/22/2013 TXHS1-13-033599 ThIsLocal Buslaess:Tex Receiptsukzwfhmsdtte Local Buelum Tom no Is Odafioease. VmmjL,w a wMfi mon of the bctd s qualiti to de'bs�ess. HcWw:mM comiy� aaq Bwadmmw10I or t W laws wdnquk mem w hichap*to the' . -Me RECEIPTM. above pmt ip OOMW on all co=Wcbd "010- itwe SOCU-M Foimsre iiAoruuuion;wi 0 sown Shat@ Florida ,A CUdon ftQ ,il BUSINESS CERTIFICATE OF CoL4pETENCY .. _3 k ..UNC WINDS INC IIEZ •" MAPJruci !s c�►tit�e! Adm the ptovwom of Clmer 10 of MismI43ade CoUrAy QUALIFYING TRADE($) 0023 GLASS & GLAZING Ctasnamw P.4. iago $ f rt*f8w8md AcCERTIFICATE OF LIABILITY INSURANCE DATE(MMIODIYYYY) 04/09/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pol)cy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER A&A Underwriters, Inc. 8796 SW 8 St Miami, FI 33174 CONTACT NAME: PABLO M CONDE PHONE 305-220-7447 ac No,: 305-220-4821 E-MAIL ADDRESS: pmc@aaunderwrlters.Com INsu S AFFORDING COVERAGE NAIC# INSURERA: Arch Specialty Insurance Company 21199 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X� OCCUR INSURED INSURERB: Brid efield Employers Ins Company 10701 ECO WINDOW SYSTEM LLC & UNITY WINDOWS INC 9112 - 9114 NW 106 ST INSURERC: INSURER D: INSURER E : Medley A 33178 INSURERF COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF AND POLICY EXP MIDD LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE X� OCCUR AGL002611-00 07/16/13 07/16/14 EACH OCCURRENCE $ 1,000,000 DAMAGE REMISESNTEDnce TO E 100,000 PREMI$ MED EXP oneperson) $ 5,000 PERSONAL &ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: X POLICY JEF LOC OTHER: GENERAL AGGREGATE $ 1,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON-OHIRED AUTOS AUTOS COMBBIINEWD INGLE LIMIT $ (EaANY BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ Per aociden DAMAGE $ $ UMBRELLA I" EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ B WORKERS COMPENSATION AND EMPLOYERS LIABOJYIN TY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑N (Mandatory In NH) If describsunder DESCRIPTION OF OPERATIONS below NIA 0830-37994 06/07/13 06/07/14 X I PER OTH- STATUTE ER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L.DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached B more space Is required) Contractor#04BS00629 MIAMI SHORES VILLAGE 10050 N.E 2nd Avenue. Miami Shores, FI. 33138 [Nd. Cy 4 E WA ILeii SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORED REPRESENTATIVE @ 1988-2013 ACORD CORPORATION. All rights reservea. ACORD 25 (2013/04) The ACORD name and logo are registered marks of ACORD PDF created with pdfFactory Pro trial version www.pdffacto[y.com I SITE SPECIFIC WINDLOAD CERTIFICATE 1235 S.W. 87th. Avenue I Miami, FL 33174 1 T. 305.264.8100 1 F. 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Project Number: 7108-194 Date Requested: 3/26/2014 9:12:24 AM Client: Juan Carlos Rey Mailing Address: Juan Carlos Rey Unity Windows Unity Windows 9114 nw 106 st 9114 nw 106 st Medley, FL 33178 Medley, FL 33178 Project Address: 1298 ne 104 st Job Name: Kristina Miami Shores FL 33138 Project Information Trib. Area (ft Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Trib. Area (ft Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.03 Velocity Pressure Coefficient (Kz) 1.03 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 68.7 psf Velocity Pressure (Qz) 68.7 psf Gcp Zone 4 +1.00,-1.10 Gcp Zone 5 +1.00,-1.40 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2014, Copyright AI-Farooq Corporation Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2010 FBC. Design Wind Pressures (PSF) Trib. Area (ft Zone 4 Zone 5 10 +48.8 1 -52.7 1 +48.6 -85.1 Valid Only with Engineer's Seal CAN (EB) #3538 MIAMI•DADE MIAIIII-DADS COUNTY a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidaA%gov/economv Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been revicived and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco -Guard Series -300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23109, with revision C dated 01/11/13, 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# 12-0223.25 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. r NOA No. 13-0206.05 Expiration Date: Jane 17, 2014 Approval Date: May 02, 2013 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 C dated 01/11/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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 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 97 1/4" 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 ttrader NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2)_ Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBG, 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 Candida F. Flint, P.E. (Sztbntitted ut:der 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 ttn(lerNOA#09-04X3.08) r Manuel Pe z, E. Product Control a er NOA No. 13-0 06.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcoNmwu nl 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 Hm-ricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 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. (Submitted underpreviousNOA#12-0223.25) 2. Glazing complies with ASTM El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO 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 ButaciteO 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. (Submitted under previous NOA#12 0223.25) G. OTHER 1. Notice of Acceptance No. 12-0223.25, issued to Eco Window Systems, LLC for their Series "300 ECO -Guard" Aluminum Fixed Window -- L.M.I., approved on 05/03/12 and expiring on 06/17/14. Manuelerez, . . Product Control Exa iner NOA No. 13-420. 5 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E-2 t M IAM 1-DADE MIAMI DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wymmiamidade.gov/economy. Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE.. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco -Guard 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 02/24109, with revision C dated 01/11/13, 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 NOA412-0221.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well. as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. y4#4115 NOA No.13-0206.03 ExpirationDate: May27,2014 Approval Date: May 02, 2013 Page 1 Eco Windows Svstems, LLC NOTICE 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.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under 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. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under 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. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under 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. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) Manuel Pe , P- . Product Control 16aminir NOA No. 13- .03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cot-inNuF.D) 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. HETI-08 2228B, dated 01A5/09, signed and sealed by Candida F. Font, P.E. (Submitted under NOA#49-11312.08) 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 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 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.48) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-082230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 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 J'avad Abmad, P.E. (Submitted under previous NOA#12-4221.OS) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) r } Manuel Pere , Product Control Ex a r NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-2 Eco Windows Svstems, 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 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. (Submitted underpreviousNOA#12-0221.05) 2. Proposal No. 08-1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted ruder NDA#09-11312.08) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window -- L.M.I., approved on 04/26/12 and expiring on 05/27/14. Im Manuel er , .E Product Control E i NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-3 I." I I APR 0 0 2014 :App19O -D—f DY DATE M'41MG DEPT f;I J11,11 -CT TO COMPLIANCE WITH ALL FEDERAL IA FI ANI) COIJN IY RIA ES AND REGULATIONS WINDOWS AND DOORS SCHEDULE MARK DESCRIPTION GLASS TINT. FRAME PANEL WIDTH X HEIGTH MANUFJ MODEL TESTED WINDOW N.OA J U F- M J LL rn V a COLOR STYLE C/)O �� PRESSURE(P.S.F.) Y _Z FA ALUMINUM HORIZONTAL ROLLING 5/16' LAM. WHITE XO 53'x38 1/4' ECO WINDOWS +70 13-0206.03 WINDOW IMPACT RESISTANT (TYPE'A'CLEAR oa PERMIT• aoo•o• SERIES 200 -80 FLOOR PLAN xasr ALUMINUM HORIZONTAL ROLLING 5116' LAM. CLEAR WHITE XO 73 3/4'x381/8' ECO WINDOWS +70 13-0206.03 WINDOW IMPACT RESISTANT (TYPE A' SERIES 200 C ALUMINUM HORIZONTAL ROLLING 5/16` LAM. CLEAR WHITE XO 53' x 381/4" D WS SERIEWINDOWS +70 13-0206.03 WINDOW IMPACT RESISTANT (TYPE "A' D ALUMINUM HORIZONTAL ROLLING 5/16' LAM. "A' CLEAR WHITE XO 52 3/4"x381/8" ECO WINDOWS +70 13-0206,03 WINDOW IMPACT RESISTANT (TYPE SERIES 200 -80 E ALUMINUM HORIZONTAL ROLLING 5/16" LAM. CLEAR WHA XO 38"x 381/8' ECO WINDOWS +70 12-0402.03 WINDOW IMPACT RESISTANT (TYPE "A) SERIES 200 -80 F ALUMINUM HORIZONTAL ROLLING 5/16' LAM. CLEAR XO 38 3!4'x381/4' ECO WINDOWS +70 13-0206.03 WINDOW IMPACT RESISTANT (TYPE 'A') SERIES 200 -80 G ALUMINUM HORIZONTAL ROLLING 5/16' LAM. 'X) CLEAR WHITE XOX 105 5/8"x 381/8' ECO WINDOWS +70 13-0206.03 WINDOW IMPACT RESISTANT (TYPE SERIES 200 $0 H ALUMINUM FIXED WINDOW 5/16r LAM, WHITE P.W. 153/8'x23118" ECO WINDOWS +75 13-0206.05 IMPACT RESISTANT (TYPE -C-)CLEAR SERIES 300 .80 c.ne.a Nates 9110 NW 106TH STREET MEDLEY, FL 33178 TEL 305-863-2223 FAX: 305-863-2291 w W J � � J U F- M J LL rn V a W W W z 00 = C/)O �� Y _Z also •• •• •cols oa PERMIT• aoo•o• •o. • • 0000• FLOOR PLAN xasr aye. W. • so •• so I (D FRAME HEAD/SILL/JAMS I.7�50r- .811 3 � �� .803 ..05.00-_d - 11 b GLAZING BEAD F 1.070 �15 .050 -10 ANCHOR COVER 2.688 .062 '500789 5 2.611 V FLUSH FRAME ADAPTER ECO -GUARD SERIES -300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPUES 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 13ASE 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 SLOG. CODE SECTION 2003.8.4. WINDOW WIDTH FALSE MUNTINS D.L. OPG. (SURFACE CPQ z A � U 4 Y 2 lie i l 11 n n ii n -n - it kl EI tt Il t� It �_ It ... . ...... 11 II u n u rt 1i ,t n I, it 1I it 1, 1t tl _�._..._--•-fit-- II u t 6" MAX. 12" MAX. HEAD/SILL HEAD/SILL CORNERS FkT;i? *_ IAcol GLASS D.L.O, DIMS. D.L.O. HEIGHT = WINDOW HEIGHT — 3.625" D.L.O. WIDTH a WINDOW WIDTH — 3.625" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. VI' FLA. C, 0 CAN. PRODUCT REVISED W complying with the Florida Building Code acceptance No lano 2616. (c 4m7j z tom. 0 amp R G. IL 9 Igo 0 U h vo �O 0 dao 0 00Grr m 4 j t'J M Q aW�r � N Lit I) c o0 CA 000) 'n _ Z �r Z U = Lia w W of m Cl drowing no. W09-20 sheet 1 of 5 ... . ...... IL . . . . ••.•.. ui •, N M :•••.: •. o $ • Cl drowing no. W09-20 sheet 1 of 5 _ DESIGN LOAD CAPACITY - PSF V v w 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE D. � N WIDTH (w) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) a 090" INTERLAYER .090" INTERLAYER 26-1/2" 75.0 80.0 80.0 90.0 Z h J BUTACITE PV8 BY 'DUPONT' SENTRYGLAS BY 'DUPONT' O I- 37" 2B" 75.0 80.0 80.0 80.0 3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS 53-1/8' 75.0 80.0 80.0 90.0 740 75.0 80.0 80.0 90.0 0 0 M 0 SIUCONE SILICONE 26-1/2" 75.0 80.0 80.0 90.0 DOW CORNING 899 DOW CORNING 899 A. GE SCS 2000+ GE SCS 2000 37" 38-3/8' 75.0 80.0 80.0 90.0 It 0 cs z m Z m 53-1/8. 75.0 80.0 80.0 90.0 0 U 't m ! i1 i 11 74" 75.0 80.0 80.0 90.0 v p M 4 1� . i 4 9i !� 26-1/2' 75.0 80.0 80.0 90.0 0f 0 i i g 5 0 0. a to 1 .1 1 :I 37" 50-5/8" 75.0 �.0 80.p 90.0 0 h Q !I i1 !1 !1 53-1/8' 71.3 76.0 80.0 90.0 �,► p ii 11 , iia 74" 71.3 73.1 80.0 90.4 `Q Z 28-1/2' 75.0 80.0 80.0 90.0 i s0 •• 37" B3' 75.d 80.0 80.0 90.0 a W` g #8 X 1-1 /4" SMS 08 X 1-1 /4" SMS 53-1/8" 67.9 72.5 80.0 90.0 AT 3-1/2" FROM ENDS AT 3-1 /2" FROM ENDS 26-1/2- 75.0 80.0 80.0 90.0 AND 10" O.C. MAX. AND 10° O.C. MAX. 37° 76° 75.0 80.0 80.0 90.0 GLASS TYPE 'C' CxLASS TYPE 'D` 53-t/8" 67.9 $9.9 80.0 90.0 J �� GLAZING OPTIONS aS W }E � �00 w M L fa O o "� W. WIDTH % vi Z tai aii WINDOW WIDTH WINDOW WIDTH § Z 0___jI r �/., S WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. WINDOW WIDTH WINDOW WIDTH WINDOW WIOTH 0 o ••• • r- , �o •••• • V R • 1 Z f :•': �' I r • . • r • � m W. WIDTH •••� p • L_ J --- ; NOTE: i9 r GLASS CAPACITIES ON THIS SHEET ARE a m WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH oil BASED ON ASTM E1300-04 (3 SEC. GUSTS). z " FF- --� Engr. JAVAD AHhAAD PRODUCTREVISED o cm. as complying with the Floridaz I �FLA. PE 1 70592 Building Cotte CAN. 536 A tance No a 'L.xpirat"a e �� w v v y{� r v ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 1 bpiiami ""twpe roduct{ of drawing no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS W09-20 SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. sheet 2 of 5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (iY) LENGTH (t) EXT.(+) 1NT.(-) EXT.(+) INT.(-) 24' 30" 36" 42' 48° 54" 60' 88' 72" 38' 75.0 8a.0 80.0 90.0 75.0 80.0 80.4 90.0 75.0 80.0 80.0 9Q.0 75.0 80.0 Sa.O 9d.0 75.0 80.0 80.4 90.0 75.0 80.0 80.0 90.0 75.0 50.0 80.0 90.0 75.0 80.0 80.4 90.0 75.0 80.0 84.0 90.0 24° 30° 36' 42' Q. S4" 84" $6' 72' �. 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 8Q.0 80.4 90.0 75.4 80.0 80.0 90.0 75.0 80.b 80.0 90.0 75.0 80.Q 80.0 90.4 75.0 80.0 80.0 80.0 75.0 80.0 84.4 90.0 75.0 76.6 80.0 90.0 24" 30" 36' 42" Q. 54" 60" 66' 72" 60' 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 ?5.0 84.0 84.0 90.0 75.0 84.4 80.0 94.4 75.0 84.0 80.0 90.0 86.8 71.3 8d.4 90.0 60.2 64.2 80.0 94.0 60.2 84.2 80.0 9Q.0 Sd.2 64.2 80.0 50.0 24' 3p" 36" 42" 48" 54" 60' 72" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80A 80A 94.0 75.0 80.0 80.0 90.4 75.4 7fi.6 84.0 90.0 66.8 71.3 80.0 90.4 60.2 64.2 80.4 90.4 24" •30' 36° 42' 48° 54' �° 75.0 84.0 80.0 90.0 75.0 80.0 80.0 90.0 75.4 80.0 80.0 90.0 70.0 70.0 80.0 90.0 65.8 65.6 80.0 90.Q 64.3 84.3 Sa.O 90.0 24' 30' 36" 42" 48' 98' 75.0 84.0 80.0 90.0 75.0 80.0 80.d 90.0 75.0 76.2 84.0 90.0 - 64.6 64.6 80.0 9Q.0 59.9 59.9 80.4 90.0 24' 34' 36' 42' 1 �, 75.0 80.0 80.0 90.0 75.a 84.o so.o 90.4 74.5 74.5 80.0 90.8 61.5 B7.5 84.0 90.0 24° W. 36" 120' 75.0 80.0 80.0 94.0 75.d 80.0 80.LI-90- 0 74.5 74.5 80.0 90.0 0 W k W r ♦ I I d .a 4 44 a' .4. d. .4 II TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS : SPACING MIAMI—DARE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I,iOIpI:_Tllfi ruR arnvuw S BUCK OR WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 114" DIA, TAPCON BY 'ITW' (Fu=120 KSI, Fy=92 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 CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 114" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 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) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090-) (NO SHIM SPACE) • • TYPICAL EDGE DISTANCE ... INTO' CONCRETE AND MASONRY = 2-1/2" MIN. • • INTO WOOD STRUCTURE 1" MIN. • •• INTO METAL STRUCTURE 3/4" MIN. • • • CONCRETE Vc - 3000 PSI MW. • • • C-90 HOLLOW/FILLED BLOCK t'm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. CO, j J .1 J 'n N 00 � W � � F - }ELI �00 �Qo�n Ln NZ � 31:2 �� I O o � rnm W all0 Engr. JAVAD ANI PRODUCT R1SYISED "� a g FIJI P£ 70592 CIVIL ssem� 0k the Fiorlda CAN. Aclding Code 4. ceptance No PlrallonDatc .()11 v r S n+Pe produM Contr� droving no. JAW 15 Wog �- 20 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JMB 6063 -TS - 2 FY302 AS REOD. GLAZING BEAD- 7/16' GLASS 6063-T6 - 3 FY303 AS REOD. ANCHOR COVER 6063-T5 - 4 E203 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLOSS SPACER - 1/8" HIGH SILICONE FRANK LOW£ 6 #10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL MIAMI-DADE COUNTY APPROVED 'MULLION SEE SEPARATE NOA TYPICAL ANCHORS 1 /8" THK. ALUM STRAP TYPICAL ANCHORS SEE ELEV. FOR SPACING RECT. OR SQUARE WINDOWS ;AL ANCHORS ELEV. SPACING BUCKS CIRCULAR WINDOWS i L I l7�ilVsY&R 1/4- MAX. WELDED JOINTS TYPICAL ANCHORS SEE ELEV. FOR SPACING STRUCTURE 6 W 1 ay O H �a 'S M rn ••• 00 Q DaQ0vi CA path- ••• • • .v L •• a •o LL z�2 o z W rn2 • Bpi MITER CORNERS 3: vj a- Engr. JAVAD A10dAU PRODUCT REVISBD t o CIVIL as complying with the Fiodda I FLA. PE 1,705$2 Building Code c f14, Acceptance NorationDate j.¢ Lai B j 14fiami ate Product Con tro drawing no. 5 2413 11 Wog -2o (sheet 4 of 5 n } W 'S M rn ••• O Q Z CA ••• • • .v L •• o z W rn2 • a- Engr. JAVAD A10dAU PRODUCT REVISBD t o CIVIL as complying with the Fiodda I FLA. PE 1,705$2 Building Code c f14, Acceptance NorationDate j.¢ Lai B j 14fiami ate Product Con tro drawing no. 5 2413 11 Wog -2o (sheet 4 of 5 ••• ••• Q ••• • • .v L •• o z ••. • • • • • ••• X m � o a- Engr. JAVAD A10dAU PRODUCT REVISBD t o CIVIL as complying with the Fiodda I FLA. PE 1,705$2 Building Code c f14, Acceptance NorationDate j.¢ Lai B j 14fiami ate Product Con tro drawing no. 5 2413 11 Wog -2o (sheet 4 of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING D 0 ALT. � N I TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS MIAMI—DADE COUNTY APPROVED SEE ELEV. FOR SPACING MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAA §IH�YYS 'A 4 • 4• TYPICAL ANCHORS7. 0 4 SEE ELEV. FOR SPACING a •o .4 INSTALLATION DETAILS WITH FLUSH FRAIME ADAPTER a ALT. g' 'ngr. ,IAV • AHMAD PRODUCTREVISED � r C3 ,FLA. PFML 7Q592 • as complying wi{h the i~todda � C.A.ti �$3$ Building Cods � o Acceptanss +1 Ex nation Dat lei `� r3 - - Miami Product Contrpl Browing no. iN09--20 sheet 5 of 5 3 1/2- MAX. HEAD/SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED WINDOW 35 3/8 - ECO—GUARD SERIES -200 ALUMINUM HORIZONTAL ROLLING 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 H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 8E 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 BLDG. CODE SECTION 2003.8.4. 4- 14-F 10 8/8" MAX. HEAD/BILI F A FT CORNERS 3 1/2- MAX. _ HEAD/SILL CORNERS 1 i i' It .090- INTERLAYER • • SUTACITE PVB BY 'DUPONT' SENTRYGLAS BY 'DUPONT' if k T x In !. to o ••• SILICONE SILICONE • • • II FI DOW CORNING 899 GE SCS 2000 It , ••• • 2 °Q 1� tl z 00 1! tl WINDOW WIDTH 14-F 10 8/8" MAX. HEAD/BILI F A FT CORNERS 1/8' HEAT STREN'D. GLASS .090- INTERLAYER .090- INTERLAYER • • SUTACITE PVB BY 'DUPONT' SENTRYGLAS BY 'DUPONT' if T 1/8- HEAT STM -0. GLASS 1/8- HEAT STREN'D. GLASS ••• SILICONE SILICONE • • • II FI DOW CORNING 899 GE SCS 2000 II tl ••• • 2 °Q 1� tl z 00 1! tl B THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 22 , ! SHUTTERS ARE NOT REQUIRED. • ------ -I I I 1 I I 1 1 1 I 1 1 32 3/4- FALSE MUNUNS 32 3/4' 32 3/4 - (SURFACE APPLIED) aI D.L. OPG. MAY BE USED D.L. OPG. D.L. OPG. 36 7/8 VENT WIDTH -- ___7 1/8- HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS .090- INTERLAYER .090- INTERLAYER • • SUTACITE PVB BY 'DUPONT' SENTRYGLAS BY 'DUPONT' • • 1/8- HEAT STM -0. GLASS 1/8- HEAT STREN'D. GLASS ••• SILICONE SILICONE • • • DOW CORNING 899 GE SCS 2000 DOW CORNING 899 GE SCS 2000 ••• • 2 °Q z 00 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 22 , ! SHUTTERS ARE NOT REQUIRED. • • • I I Engc JAVAD AHMAD PRODUCT REMED i 23 ' i 23 WU as complying with the Florida I FIA. -PE # 70592 Building Code C 3838 Acceptance No 10 10 ex . ion Datr--423 4- W14- Byf B GLASS TYPE T. GLASS TYPE 'H' � 5 '2II1 MI i ade pr GLAZING OPTIONS i 0 � ISG 0 x a 0t 0 2 an!8 t11�16� 0 Ito: rn V }w in tr 00 00n n 0� W W 0) X. 0 N • O c N � •� o a drawing no. W09-121 sheet I of 7 DESIGN LOAD CAPACITY - PSR (X0, OX OR XX SIZES) WINDOW DIMS. A W/O RRINF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' EXT.(+) INT.(-) QCT.(+) INT.(-) WIDTH I HEIGHT 26-1/2- 37' 53-1/8" 74` 26" (3) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 28-1/2- 37" 53-1/8" 74" 38-3/8" (3) 4 70.0 804 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 50-5/8" (4) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 804 90.0 8 70.0 60.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 63" i5) 4 70.0 80.0 80.0 90.0 4 68.9 77.5 80.0 90.0 8 704 704 80.0 904 8 70.0 70.0 80.0 80.4 24" 36" 46' 60" 72" (2) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 8 70.0 804 80.0 90.0 24" 36' 48" 60" 72" " (3) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 6 70.0 804 80.0 90.0 8 70.0 80.0 80.0 90.0 24' 36" 48" 80' 72" 'W. 4 70.0 804 80.0 904 4 70.0 80.0 80.0 90.0 6 70.0 80.0 80.0 90.0 6 70.0 80.0 804 904 8 704 80.0 80.0 90.0 24' M. 48' W. 72" W. 4 70.0 80.0 80.0 90.0 4 70.0 80.0 80.0 90.0 6 704 70.0 80.0 90.0 8 70.0 70.0 80.0 90.0 8 70.0 70.0 90.0 87.6 A = NO. OF ANCHORS PER HEAD & SILL { ) - NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY -- PSF (XOX SIZES) W11 DOW DIMS. A W/O GLASS QCT.(+) REINF. WITH REINF. TYPE 'A' GLASS TYPE 'Li' INT.(-) EXT.(+) INT.(-) WIDTH HEIGUT 74" 106-1/4- 111" 28" (3) 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 106-1/4- 111- 38-3/8" (3) 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74" 106-1/4" 111" 50-5/8" (4) 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 74'- 106-1/4- 111' 63 9 70.0 70.0 60.0 90.0 12 70.0 70.0 80.0 82.6 12 70.0 70.0 80.0 80.4- 72" 84" 96" 108" 24' (2) 9 70.0 80.0 804 90.d 9 70.0 804 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72' 84' 96" 108- 36" (3) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84" 96" 108" 48- (4) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 90.0 72" 84" 96" 108" 60" (5) 9 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 67.6 A - NO. OF ANCHORS PER HEAD & SIU. { ) = NO. OF ANCHORS PER JAMB 0 /3W) (1/3W) 0 /3W) A. OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A WIO REINF. WITH REINF. GrTYPE `A' GLASS TYPE 'H' E) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT 74' 106_1/4" Ili" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 74" 106-1/4- 38-3f8'70.0 (3) 4121- 80.0 80.0 90.0 - 80.0 90.0 - - 80.0 90.0 74' 50-5/8" (4) 9 70.0 80.0 80.0 90.0 74' 63- (5) 9 70.0 70.0 80.0 90.0 72' 84" 96" 108" 24" (2) 9 70.0 80.0 80.0 90.0 9 70.0 80.0 80.0 90.0 12 70.0 80.0 80.0 904 12 70.0 80.0 80.0 90.0 72" 84" 96' 108" 36" (3) 9 70.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 RF 90.0 - 80.0 90.0 72' 84" 96" 9 70.0 80.0 80.0 90.0 9 70.0 7I' 80.0 904 12 70.0 70.0 80.0 90.0 72" 60' (5) 9 70.0 70.0 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB (1/01) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH '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 E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr. J11dA0 AHMAO PRODUCT REVISED CIVIL as complying with the Florida• FLA. PE f, 70592 Building Code c A rl. 3530 Acceptance No Ext*ation Date iMami ate Product con Q � 241 }� •••••• . • 0000•• 0000•. •.... • • 0000. 0000.• •0 • 0000•• • .•..• • • o� • 0 • •• N C v • � • c a m v `vo � drawing no. W09--12 sheet 2 -077T-) •••••• . • 0000•• 0000•. •.... • • 0000. 0000.• •0 • 0000•• • .•..• • • STF METAL TYPICAL ANCHORS PACING -DADE COUNTY APPROVED ION & MULLION ANCHORS SEPARATE NOA TYPICAL. ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" W£EPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING I4" DIA, TAPCON BY 'ITW (Fu -120 KSI, Fy-02 KSI) ,IZ4" DIA. ULT CON BY 'ELCO(Fu-177 KSI, Fy-155 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 CONC, OR MASONRY 1-1/4- MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELFDRILLING SCREWS (GRADE 2 CRs) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILUNG SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8"3 (NO SHIM SPACE) TYPICAL GE_tJL STANCE ... INTO CONCRETE AND MASONRY = 2-1/2" MIN. . • • H g INTO WOOD STRUCTURE = 1" MIN. •• � 0 Hcy INTO METAL STRUCTURE = 3/4" MIN. :v CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-$0 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. ' Engr. 'JAVA-0AHM PRODUCT REVISEn • • CML as complying «rith the F twida I >�CJA2 Building Code Acceptance No TYPICAL ANCHORS t8Y SEE ELEN Z213 MI ' ale Product Contto�}r- wObD suck FOR SPACING s yvvU to Z ti Qg Ig A 00 i Qaao 00�r aZ w w � w a,= N r• � 0 M La 0LAJ�- U a ?3 W rn 9 9, drawing no. W09-12 1/4' MAX. @ TYPICAL ANCHORS SEE ELM FOR SPACING -- SCREEN OPT. -------- 7 ---- ? 6 STEEL REINFORCING t 1 AS REQD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH G. t rr iii r' TYPICAL ANCHORS SEE ELEV. FOR SPACING t/4' MAX. VENT n _,m7_ 40, i�' t My EXTERIOR MiAMi—DADE COUNTY APPROVED MULUON SEE SEPARATE NCA WIDTH !4 O.L. OPG. WINDOYt WROTH XOX LAYOUT TYPICAL ANCHORS SEE El". FOR SPACING D.L. -SGKttPi car --------- STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY -----SCREEN OPT. 1 Q J ws ly Iia N � �o ti � et aaa� vt JJU I/4' MAX SHIMS a� tn g tn TYPICAL ANCHORS SEE ELEV. FOR SP ACING co •00 •0000 00 }iO Ow$ O=•� • taM" 1BY WOOD BUCKS 0000 00 •••• ico; • •0•• a m • e•1100 Engr. JAVAD AHAaPRODUCrRBVMD ° cm as complyng with the FWda cf lz�xi 1 FIA '90582 �j • •rnvuN� ii � LYN. code y� C.A.N. A,�piratio Data '4• � t By r ' Mime ade Prodactcm(rol �'" drowing no. � 15 X413 � W09-121 sheet �} of 7 0006•• 6 • .0060• •••••• 00.0• 0000• • • • 00.0.0 •0046• • • i/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. 5 FOR SPACING V. o. 3 — o \,ley 'r r WOOD BUCKS !4 O.L. OPG. WINDOYt WROTH XOX LAYOUT TYPICAL ANCHORS SEE El". FOR SPACING D.L. -SGKttPi car --------- STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY -----SCREEN OPT. 1 Q J ws ly Iia N � �o ti � et aaa� vt JJU I/4' MAX SHIMS a� tn g tn TYPICAL ANCHORS SEE ELEV. FOR SP ACING co •00 •0000 00 }iO Ow$ O=•� • taM" 1BY WOOD BUCKS 0000 00 •••• ico; • •0•• a m • e•1100 Engr. JAVAD AHAaPRODUCrRBVMD ° cm as complyng with the FWda cf lz�xi 1 FIA '90582 �j • •rnvuN� ii � LYN. code y� C.A.N. A,�piratio Data '4• � t By r ' Mime ade Prodactcm(rol �'" drowing no. � 15 X413 � W09-121 sheet �} of 7 0006•• 6 • .0060• •••••• 00.0• 0000• • • • 00.0.0 •0046• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING o. TYPICAL. ANCHORS SEE ELEV. FOR SPACING 0 ti•:s�—".r■tales � 1111111111IT(m(211 ONG I ICOUNTY APPROVED MULINMULLION UANCHORS A TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX @ SHIMS : f : • � n ALT. 4 4s 4 TYPICAL ANCHORS—/4.4 SEE ELEV. FOR SPACING .4 • s INS'1'AL ATION DETAILS ITH FLUSH FRAME ADAPTER �v�sSa • • Wlie � 0000•• • 0000• ayi • • • 0 000•• 0000 • • • • 00•0 00 000 ••�.• p � S E. r I:::::. • •• !L► 'Qmp Or-1-1-101 ••••. 0• • .0000• • • •0000• 00 iJAVAOiG ttrlAb PRODUCT REWSI3D N CIVIL as complying with the Florida i • FL}. AWPE 3" Building Code tell C. 38 Acceptance No ¢ h Ex 'ration Date LWiLiAl av '& Miami adeProduct Contro�' ` drawing no. W09-12 D Q VENT TOP/BOTTOM RAIL f(D 13. FRAME HEAD Q JAMB STILE a I d FRAME SILL 1.314 .250 .340 .312 J T .062 O SILL TRACK MEM 0 MEETING RAIL 011114 FIXED MTG. RAIL . OS FIXED FRAME JAMB i r 1 1 12 ti STEEL REINFORCING .519 .045Os 3 �I 1.047 ,0 GLAZING BEAD 2.688 .062 .500769 2.6,1 ® FLUSH FRAME ADAPTER ITEM PART # QUANTITY DESCRIPTION MATRRIAL UANF./SUPPLIER/REMARKS I FY201 1 FRAME HEAD 6063-T6 U 2 FY202 1 FRAME SILL 6063 -TS acin 'n 3 FY203 1 SILL TRACK INSERT 6063-T6 - 4 FY205 AS REOD. MOV. FRAME JAMB 6063-T6 5 FY101 AS READ. FIXED FRAME JAMB 6063-T6 - 6 FY104 ,/ VENT FIXED MTG. RAIL 6063-T6 7 FY105 1/ VENT VENT INTERLOCK 6083-T6 - $ FY208 I/ VENT JAMB STILE 6063-7`6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 FY108 AS READ. GLAZING BEAD 6063-T6 11 - AS REQD. REINFORCING BAR STEEL 12 - AS READ. REINFORCING BAR STEEL - 13 FY204 AS RTE00. ADD-ON SILL RISER 6063-T6 USE AS REOD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 FY209 2/ VENT ROLLER BRASS 16 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1- AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS l9 W23181 AS REOO. FIN SEAL W'STRIPPING - ULTRAFAS 20 03007190 AS READ. BULB SEAL O-LON SCHLEGEL 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRAFAB. DUROMETER 65t5 22 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 6515 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASS= 25 #8 X 1/8- 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA21. 2/ WD%'l. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT 5/16` BOX SCREEN - OPTIONAL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 1 OPTIONAL � � U N_ I 0 H dg "� 0 1 M U Ig o N �co N� rn acin 'n �t0WA Z G 0L4Q Z§ J N U r= w W W a) 2 v w � w W N �co N� rn acin 'n Z G Z§ U r= w 8 W a) 2 ass.• • sees J. . •0.• ••• C " •. S .•00. C . • • +1 1 Engr AHMAO PRODUCT REVISED • n CmL as coinplying wilh the Fbiida � ` • FLA PE % 70592 BB�pna owe N w g - CA.N. ;3838 iratton Date j4- ZQU h149i A de Product n.r91, ' drawing no. t W09--12 sheet 6 of 7 • • • ease** e e .0000. . •0.0• • e 0000•• • • • 0000•• e • • e ... • 17 7 Ii FIXED MTG. RAIL CORNER I 77 T //' flue lVo!. 00••00•• V I •••• • . 0000 00, ..... ..... • • • 0� • • pg� JAVAD AHM PRODUCT REVMDCML �t +N FLA. PE #. 70592 as complying %vIW the Ftorlda �, lt C.A.N. X538 Buileptanooding Code AccNo J-(� Q . of Ex 'ration DololkI vaj B �Y1 Miami ale Product Control, droving n W09 -12o. .•••..0 .000 • • • 600.00 .0000• . •