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WS-13-2261Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226548 Permit Number: WS -10-13-2261 Scheduled Inspection Date: March 13, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Owner: WILLIAMS, JOYCE Job Address: 246 NW 93 Street Miami Shores, FL 33150 - Project: <NONE> Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1131010331100 Contractor: KDF CONSTRUCTION INC Phone: (305)244-8781 Building Department Comments REPLACING EXISTING 27 WINDOWS WITH IMPACT Permit renew on 9-23-14 3/2/15 CONTRACTOR NEEDS TO COME IN AND SPEAK WITH B.O AS ANOTHER COMPANY WANTS TO PULL A DOORS PERMIT BUT REQUIRED INSPECTIONS HAVE NOT BEEN APPROVED INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-200545. Tap cons not per N.O.A Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. March 12, 2015 For Inspections please call: (305)762-4949 Page 12 of 38 Miami Shores Village OCT 04 2013 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 FBC 20 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 246 NW 93 ST Permit No. Master Permit No.UG 3- ROOFING City: Miami Shores County: Miami Dade Zip: 33150 Folio/Parcelk 11-3101-033-1100 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): JOYCE WILLIAMS Address: 246 NW 93 ST City: MIAMI SHORES State: FL Tenant/Lessee Name: Phonek Email 786-486-9913 33150 CONTRACTOR: Company Name: KDF CONSTRUCTION, INC. Phone#: 305-244-8781 Address: 841 NW 173 TER City: MIAMI GARDENS State: FL Zip: 33169 Qualifier Name: KERRITH FIDDLER Phone#: 305-244-8781 State Certification or Registration #: CGC 1512188 Certificate of Competency #: Contact Phone#: 305-244-8781 Email Address: kdfconStruction@Ilye.com DESIGNER: Architect/Engineer: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work.• REPLACE EXISTING WINDOWS WITH IMPACT WINDOWS Color thru tile: Submittal Fee $ _5() ." Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address E 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. Signat,N�i, Owner or Agent The for oing instrument was ac owledged before me this 2�l day of " 20 (3 , by �040-- 011 VA who is personally known to me or who has produced TyWt LAC As identification and who did take an oath. NOTARY Signature ��ctor The foregoing instrument was acknowledged before me this day of 203, by kt"FT6atcr , who is personally known to me or who has produced as identification and who did take an oath. NOTARY My Commission Expires: JAMIE JENKINS My Commission Expires: JAMIE JENKINS COMMISSION N FF0099J3 MY COMMISSION N "O09945 MUMS: 4dl21, 2017 EXPIMBS: AWN 21, 2017 APPROVED BY Ll V Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) r• a ..-11 11 , ... AC# 6 2 9 6 4 7 4 STATE OF FLORIDA DF;PARTMCONSTRUCTIONEIND ANDPROFESSIONAL SEQ#L12082302230 LICENSE NBR 08/2 . 3 2012 1128051106 JCGC151.2188 The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 311 2014, FIDDLER, KERRITH KDF CONSTRUCTION INC 841 NW 173RD TERRACE MIAMI GARDENS FL 33169 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY _.. _ .. _. DISPLAY AS REQUIRED BY. LAW 004497 Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOTA BILL - DO NOT PAY 6253280 BUSMESS NAMFJLOCATION RECEIPT NO. EXPIRES KDF CONSTRUCTION INC RENEWAL SEPTEMBER 30, 2014 841 NW 173 TERR 6517834 Must be displayed at place of business MIAW GARDENS FL 33169 Pursuant to County Code Chapter SA - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS KDF CONSTRUCTION INC 196 GENERAL BUILDING CONTRACTOR PAYMENT RECEIVED CGC1512188 BY TAX COLLECTOR Worker(s) 1 $45.00 09/30/2013 CREDITCARD-13-012572 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The "pt is not a license, permit Of a certification of the elder s qualifications, to do business. Holder must comply with any governmental or 400"OVernmee41 regulatory. taws end requvrem" which appl 1to the business. . `rhe REGEIPf'NO above Trutt 6t dvsptayed ort all.6mme cfal re idosl4Mlivvm-pedeC60e Sec es - For more information, visit www.miamidadeagp/toxcellector THIS DgUMtKT HAS A COLORED BACKGROUND • MICROPHINTING • LINEMA kt° PATENTE0 PAPER AU / STATE OF • DEPARTMCONSTRUCTIONEINDUSTRYRLICEENSINGLBOARRDULATION SEQ# L12090601738 The PLUMBING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014 FIDDLER, KERRITH RDF CONSTRUCTION INC 841 NW 173RD TERRACE MIAMI GARDENS FL 33169 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY _DISPLAY AS REQUIRED BY LAW 006179 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 6997168 BUSINESS NAME/LOCATION RECEIPT NO. KDF CONSTRUCTION INC RENEWAL 841 NW 173 ST 7272685 MIAMI GARDENS FL 33169 LBTI EXPIRES SEPTEMBER 30, 2014 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED 196 PLUMBING CONTRACTOR BY TAX COLLECTOR KDF CONSTRUCTION INC CFC1428135 $45.00 09/30/2013 Worker(s) 1 CREDITCARD-13-012572 This Local Business Tax Receipt only confirms ImYmolt of do Local Business Tax. The Receipt is not a license, permit. or a certification of the holders qualifications, to do business. Holder must comply with any garemmental or nongovernmental naganaory laws and requirements which apply to the business. The tS I IRf y10 aWy ihuyt be dispiaytell bq rill colnmetl al irtfb dlis{ -Miami-Dabd Co11$ sec 89-M For more information, visit NvOL�Immidw"Ilvdexss11aw THIS DOWAENT HAS A COLORED BACKGROUND - MICROPRINTING - LINE AARK" PATENTED PAPER • • • STATE OF • ' 1 DEPARTMC NSTRUCTIONEINDUSTRYRLICEENSINGLBO REGULATION SEWL12091302114' 09/13/2012 F128079403 1CCC13288W The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2014' FIDDLER, KERRITH KDF CONSTRUCTION INC 841 NW 173RD TERRACE MIAMI GARDENS FL 33169 RICK SCOTT GOVERNOR DISPLAY AS REQUIRED BY LAW 006180 Local Business Tax Receipt Miami -Dade County, State of Florida —THIS IS NOT A BILL — DO NOT PAY 6997176 BUSINESS NAME/LOCATION KDF CONSTRUCTION INC 841 NW 173 TERR MIAMI GARDENS FL 33169 KEN LAWSON SECRETARY RECEIPT NIM EXPIRES RENEWAL SEPTEMBER 30, 2014 7272693 Must be displayed at place of business Pursuant to County Code Chapter 8A - Arta 9 & 10 OWNER SEC. TYPE OF BUSINESS,PAYMENT RECEIVED OF CONSTRUCTION INC 196 SPECIALTY BUILDING CONTRACTOBy TAX COLLECToR CCC1328850 $45.00 09/30/2013 Worker(s) CREDITCARD-13-012572 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The ReceiFt is not a license, PON" or a certification of the holder s qualifications, to do business. Holder must comply with any governmental or pougo"Mmernel regulatory, laws and requirements which appal to the business. The it QElPT N0. above in no be displ ed en all qop ficial veh� -t M e1r�-I odr< Sec ga-276 For more information, visit www miamidada +119 CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YY) 05/91/13 PRODUCER Annette Willis Insurance THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION 18401 N W 27 Ave ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami, FL 33056 ALTER THE COVERAGE A FORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC IF Phone (305) 625-2403 Fax (305) 625.6472 INSURED KDF Construction Inc. INSURER A: Accident Insurance Company INSURER B: 841 NW 173 Terrace INSURER C: Miami, FL 33169 INSURER D: INSURER E: MED EXP (Anyone person) 5,000 COVERAGES THE POLICIES OF INSURANCE LISTED 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADO'L TR I RD TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YYYY POLICY EXPIRATION DATE MM/DO/YYYY LIMITS A ❑ GENERAL LIABILITY ® COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE 0 OCCUR ❑ ❑ GEN'L AGGREGATE LIMIT APPLIES PER: ® POLICY ❑ PROJECT ❑ LOC CPP0001645 03/24/2013 03/24/2014 EACH OCCURRENCE 1,000,000 PREM SES Ea occurrence 100,000 MED EXP (Anyone person) 5,000 PERSONAL BADV INJURY 1,000,000 GENERAL AGGREGATE 1,000,000 PRODUCTS -COMP/OPAGG 1,000,000 ❑ AUTOMOBILE LIABILITY El ANY AUTO F-1ALLOWNED AUTOS ❑ SCHEDULEDAUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS ❑ El COMBINED SINGLE LIMIT Ea accident) BODILY INJURY Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) ❑ GARAGE LIABILITY ❑ ANYAUTO ❑ AUTO ONLY - EA ACCIDENT OTHERTHAN EA ACC AUTO ONLY: AGG ❑ EXCESS / UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE YM OFFICER/ MEMBER EXCLUDED? (Mandatory in NR) Ifyes, describe under SPECIAL PROVISIONS below ❑ WC STATU- ❑ OTH- F .lBYLIMITs E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE- POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS/ LOCATIONS /VEHICLES/ EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS CLRIIFICATE HOLDER CANCELLATION At-vnu co t[wa/u 1) Ut 0 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and loge are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL MIAMI SHORES VILLAGE BLDG DEPT 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2 AVE THELEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORED, FL 33138 OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE At-vnu co t[wa/u 1) Ut 0 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and loge are registered marks of ACORD JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS, COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' 'Compensation law. EFFECTIVE DATE: 01/18/2013 PERSON: FIDDLER FEIN: 030597899 BUSINESS NAME AND ADDRESS: KDF CONSTRUCTION INC 841 NW 173 TER MIAMI GARDENS FL 33169 EXPIRATION DATE: 01/1812015 KERRITH D SCOPES OF BUSINESS OR TRADE: 11- ROOFING - ALL KINDS AND DRIVER 2- PLUMBING NOC AND DRIVERS 3- LICENSED GENERAL CONTRACTOR IMPORTANT. Pursuant to Chapter 440 . 0604), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440,051112), F.S., Certificates of election to be exempt... apply only Wilkie the scope of the business or trade listed an the notice of election to be exempt. Pursuant to Chapter 440.06(13), VS., Notice& of election to be exempt and certificates of election to be exempt shall be subject to revocation it, at any time after the filing of the notice or the Issuance of the certificate, the Person named on the notice or ortilicale no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for fol4ure of The person named 00 the certificate to meet The requirements of this section. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 QUESTIONS? (850) 413-1609 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS! COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW 9 EFFECTIVE: 01/118/20113 EXPIRATION DATE: 011/18/2015 PERSON: KERRITH 0 FIDDLER FEIN: 03059780,9 BUSINESS NAME AND ADDRESS: KDF CONSTRUCTION INC 841 NW 173 TER MIAMI GARDENS, FL 33169 SCOPE OF BUSINESS OR TRADE: 1- ROOFING - ALL KINDS AND DRIVER 2- PLUMBING 40C AND DRIVERS 3- LICENSED GENERAL CONTRACTOR F Pursuant to Chapter 440.05(;,,1, '11 41F.S., '' an officer of a corporation who 0 elects exemption from this chapter by filing a certificate of election L under this section may, not recover benefits or compensation under this D chapter. Pursuant to Chapter 4400502), F.S., Certificates of election to be H exempt apply only within the scope of the business or trade listed on Rthe notice of election to be exempt. E Pursuant to Chapter 440.0503), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meet the requirements of this section, for issuance of a certificate. The department shall revoke a certificate icate at any time for 4ailure of the person named on the< certificate to meet the requirements of this section. CUT HERE QUESTIONS? (860) 413 - * Carry bottom portion on the job, keep upper portion for your records. OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 OCT 0 4 2013 L295!- �-77 - SH 37 x 50 5/8 12-0507.04 +48.4-63.9 SH 37 x 50 5/8 12-0507.04 +48.4-63.9 SH 37 x 26 12-0507.04 +49.7 -53.9 SH 37 x 50 5/8 12-0507.04 - +48.4-63.9 reo's SH 37 x 50 5/8 12-0507.04 +48.4-63.9 SH 37 x 50 5/8 12-0507.04 +48.4-63.9 SH 37 x 50 5/8 12-0507.04 +48.4-63.9 SH re ss 48 x 50 5/8 SH 12-0507.04 37 x 50 5/8 +48.4 -63.9 12-0507.04 SH +48.4-63.9 37 x 50 5/8 1 x 4 12-0507.04 �,,--- +48.4-63 -63..9 � STATE A,^§#Cr (.1N`i Y RE� _x- SH 37 x 50 5/8 12-0507.04 +48.4-63.9 SH (2) SH 48 x 50 5/8 48 x 50 5/8 12-0507.04 12-0507.04 +48.4 -63.9 +45.6 -58.4 SH MULLION 53 1/8 x 50 5/8 1 x 4 12-0507.04 12-0430.02 +42.9 -54.6 SH MULLION 37 x 50 5/8 1 x 4 12-0507.04 12-0430.02 +48.4-63.9 SUBJECT O CCMPt_IANCE WITH ALL. FEDERAL PE? -W IT 3-47J M;ami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT SUBJECT O CCMPt_IANCE WITH ALL. FEDERAL STATE A,^§#Cr (.1N`i Y RE� _x- 12-0507.04 12-0124.01 12-0507.04 +44.5 -48.7 +44.5 -48.7 +44.5 -48.7 SH 37 x 50 5/8 12-0507.04 +48.4-63.9 SH 37 x 50 5/8 12-0507.04 +48.4-63.9 e_gre s S (2) MULLION SH 1 x 4 37 x 38 3/8 12-0430.02 12-0507.04 +49.7 -53.9 PLAN HR 53 1/8 x 26 12-0118.21 +49.7 -66.5 MEAN ROOF HEIGHT=17ft (2) SH 53 1/8 x 50 5/8 12-0507.04 +45.2 -57.6 HR 53 1/8 x 38 3/8 12-0118.21 +48.4 -52.6 SH 19 x 26 12-0507.04 +49.7 -53.9 HR 37 x 50 5/8 12-0118.21 +48.4-63.9 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES Mean DESIGN PRESSURES (PSF)-ZONE4 PEAK ROOF Mean DESIGNPRESSURES(PSF) - ZONES Roof Tributa Area S Ft DIMENSION OR 3FT (1 O QUESTION. CONSULT 5 Ft Roof Tributa Area122 Height 10 15 20 25 30 a ROOF fight 10 15 20 25 30 35 40 45 50 49' 1 -47.9 -47.1 -46.4 -45.9 -4 -60.7 -58.3 -56.6 -55.3 -54.2 -53.3 -52.5 -51.8 -51.2 0 -10 ft 0 loft WALL ZONE FIGURES j, ISO C DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, #106 +45.3 +44.1 +43.3 +42.6 +42.1 + +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 -50.0 -48.7 -47.9 -47.2 -46.7 - 4 -61.7 -59.2 -57.5 -56.2 -55.1 -54.2 -53.4 -52.7 -52.0 11ft lift PH: (954) 354-0660 FAX: (954) 354-0443 ,�„ A p 2 .• +46.1 +44.8 +44.0 +43.3 +42.8 + +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 -62.6 -60.1 -58.4 -57.0 -55.9 -5S.0 -54.2 -53.5 -52.8 -50.7 -49.5 -48.6 -47.9 -47.4 -46'9-1 .8 12 ft 12ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 1.9 +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +42.2 +41.9 -51.4 -50.2 -49.3 -48.6 -48.0- -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 13 ft +47.4 +46.2 +45.3 +44.6 +".0 Z 11=1 .5 + . No +47.4 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 +42.5 -52.1 -50.8 -49.9 -49.2 -48.7 -48 - -64.3 -61.8 -60.0 -58.6 -57.4 -56.5 -55.7 -54.9 -54.3 14 ft 14 ft +48.0 +46.8 +45.9 +45.2 +44.6 +44.1 +43.7 +43.3 +43.0 +48.0 -65.1 +46.8 +45.9 1 +45.2 +44.6 +44.1 +43.7 +43.3 1 +43.0 -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 -62.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 15 ft 15ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 +48.6 -65.8 +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43.5 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 48.5 -48.2 -63.2 -61.4 -60.0 -58.8„ -56.2 -55.5 16 ft 16 ft +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 +49.2 -66.5 +47.9 +46.9 + - .8 +44.0 -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 -49.0 -48.7 -63.9 -62.0 -56.1 17 ft 17 ft +49.7 +48.4 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 +49.7 +48.4 +47.4 + - 5 4.8 +44.5 -54.4 -53.1 -52.2 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2-67.2 -49.218 -64.5 -62.7 7.4 -56.7 18ft ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 +44.9 +50.2 -67.8 +48.9 -65.1 +47.9 -63.3 + -61:F .7 +44.9 -57.2 -54.9 -53.6 -52.7 -51.9 -51.3 -50.8 -50.4 -50.0 -49.6 19ft 19ft +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +45.3 +50.6 -68.4 20 ft +49.3 +48.4 +47.6 +47. 6.1 +45.7 +45.3 -55.4 20 ft -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 -65.7 -63.8 - EW- 7.7 +51.1 +49.8 +48.8 +48.1 +47,5 +46.9 +46.5 +46.1 +45.8 +51.1 -69.6 +49.8 +48.8 .1 + .5 5.8 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 -66.8 -64.9 -63 ':4 -58.7 22 ft 22 ft +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 +52.0 -70.6 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 -57.2 -55.8 -54.8 -54.1 -53.5 -52.9 -52.5 -52.1 -51.7 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 24ft 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 +52.7 -71.6 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +47.2 -58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 =-52-,4 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 26 ft 6 ft +53.5 +52.1 +51.1 +50.3 +49.7 + -5 +53.5 -72.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 +48.3 +47.9 -58.8 -57.3 -S6.3 -55.5 -54.9 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 28 ft 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 + +54.2 +52.8 +51.7. +51.0 +50.3 +49.8 +49.3 +48.9 +48.5 -59.5 -58.0 -57.0 -56.2 -55.6 -5 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 3D ft 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 + +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 -60.5 -59.0 -58.0 -57.2 -S6.5 -5 . -74.6 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 33ft 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50. 9 9 +55.8 -75.8 +54.3 +53.2 1 +52.4 1 +51.8 +51.2 +50.7 1 +50.3 +49.9 -61.4 -59.9 -58.8 -58.0 -57.4 - -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 36 ft EM it +56.6 +55.1 +54.1 +53.2 +52.6 +56.6 +55.1 +54.1 +53.2 +52.6 +52.0 +51.5 +51.1 +50.7 -62.5 -61.0 -59.9 -59.1 -S8.4 -57 - -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 40 ft +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 +57.6 +57.6 +56.1 +55.1 +54.2 +53.5 +53.0 +52.5 +52.0 +51.6 -63.8 -62.3 -61.2 -60.3 -S9.6 -59.0 -58.5 -58.1 -57.7 -78.8 -75.7 -73.5 -71.8 -70.4 -69.2 -68.2 -67.3 -66.5 45 ft 45 ft +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 +58.8 -80.2 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 -65.0 -63.4 -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 -77.1 -74.8 -73.1 -71.7 -70.5 -69.4 -68.5 -67.7 50 ft 50 ft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 1 +54.5 +54.1 +53.7 +59.9 -81.6 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 -66.1 -64.5 -63.3 62.5 -61.7 -61.1 -60.6 -60.1 -59.7 -78.4 -76.1 -74.3 -72.9 -71.7 -70.6 -69.7 -68.8 55 ft 55 ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 +60.9 -82 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 -67.1 -65.5 -64.3 -63.4 -62.7 -62.1 -61.5 -61.1 -60.6 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 60ft 60 ft91 +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 +61.8 +60.2 1 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4. WIND VELOCITY = 175 MPH MRH <_ 60' EXPOSURE ' D' BASED ON Kd = 0.85 ENCLOSED STRUCTURE, FLAT TERRAIN 1. TABLES ARE INTENDED TOWE ASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CR 'L^GO WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL C .ITH THESE TABLES. 2. TABLES VALID OOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F I,I.PPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHAR AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BHEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIF..DLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIG IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD SP I T: )•:,: THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- 1 1 EA URAL MULLS. IF THE TRIBUTARY AREA OF AN OPE CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS RO ® O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS TH ISH .D, RGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING. IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES' 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COWNWIND ELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTE HERE NNO VERIFIED BY THE GOVERNING BUILDING DEPARTMRRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE 5. THIS SPECIFICA I ANY PRODUCT APPROVED CERTIFICATION. RETED TEST CRITERIA AND OTHER APPROVALS FOR DEION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T VORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALLEM ORDINANCES. 7. NO CERTIFICATIOTY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAS19MMT*3WWJOVjMUMMW%WMRH, PEAK ROOF WHICHEVER IS SMALL TV tF LEAST HORIZONTAL HEIGHT DIMENSION OR 3FT (1 O QUESTION. CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF a a EAVE HEIGHT ROOF m" HEIGHT ASCE 7-10, CHAPTER 30 5 1® 1 5 ,�® 4 ELEVATION WALL ZONE FIGURES j, ISO C 9 a" G1 m U) D O m c, REMARKS DRWN CHKD DATE INIT ISSUE GSS TSB 03/05/12 2010 FLORIDA BUILDING CODE j�y&rg.1NEE.EgING -n g o or Z -p Z REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 m" 3 ASCE 7-10, CHAPTER 30 f �� ;. r W DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, #106 �. �°z - "yy I-` MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 F9 \ z M (A O m THIS DOCUMENT IS THE PROPERTY OF FRANK L. BENNARDO, PH: (954) 354-0660 FAX: (954) 354-0443 ,�„ A p 2 .• N z o RE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L. BENNARDO, P.E. " ALTERATIONS, ADDITIONS, HIGHLIGHTING, OR OTHER ASCE 71 WWW.ENGEXP.COM zm TO THIS DOCUMENT ARE NOT PERMITTED AND CERT OF AUTH #86850NMARKINGS _p m MIAMI-DiADE 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) _ sywW miamidade g2v1yers/ Trulite Window & Door Solutions, LLC 8130 NW 741b 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 111600 Impact View" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No.W03-104, titled "Series -1600 Impact View Alum Horiz. Sliding Wdw. sheets 1 through 5 of 5, dated 11/18/03, with revision D dated 12/23/11, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, RE', 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 # 10-0930.01 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. Mu tato u NOA No. 12-0118.21 Im I♦ "' Expiration Date: March 04, 2014 Approval Date: March 15, 2012 Page 1 Tru We Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W03-104, titled "Series -1600 Impact View Alum Horiz. Sliding Wdw." sheets 1 through 5 of 5, dated 11./18/03 with revision D dated 12/23/11, prepared by Al Farooq Corp., 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 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3791, dated 07/12/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA#03-1203.02) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 2411 3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3763, dated 05/03/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA#03-1203.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 11/03/08, 09/03/10, and updated on 01/04/12, 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). J Manuel PercWr.. Product Control Exielp6r NOA No. 12-011&21 Expiration Date: March 04, 2014 Approval Date: March 15, 2012 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No'. 10-0331.02 issued to Cytec Industries, Inc. far their "Uvekol S Laminated Glass Interlayer", dated 05105/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 3. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. 6. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC. G. OTHER 1. Notice of Acceptance No. 10-0930.01, issued to Arch Windows, LLC dba AWP, for their Series "1600 Impact View" Aluminum Horizontal Sliding Window - L.M.I., approved on 01/08/11 and expiring on 03/04/14. L t Manue Per Product Control I m' er NOA No. 12 8.21 Expiration Date: March 04, 2014 Approval Date: March 15, 2012 E-2 a THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -1600 IMPACT VIEW ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WOW. WITH OTHER MIAMI—QADE COUNTY APPROVED WINDOWS USING MLAMI—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 STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 'XOX' t z ANN. CLASS .090" INTERLAYER BYSO GT1A KEEPSAFE MAXIMUM' I-3/16" ANN. CLASS MUN,INS ICE APPI E USED HWCa_«IFAVAIUlZbti SILIODNE 2! DOW CORNING 1199 GE 2800 SCHNEE MOREHEAD 5731 .100' INTERLAYER UVEKOL-LIQ. RESIN BY 'SURFACE SPECIALTIES' 3/16' ANN. CLASS BULB VINYL 'XO, OX OR XX' WING 1199 MOREHEW6 5731 Y : FAgr. JIMM AHMAD PRODUCT REVEM 'FLA. PE r 70692 m emW7h9 wi1D do Phdib 3 CAN. 7538 Huflding Code .�. BMj� drawing no. 11 2612 W03-104 II II It 11 II II jj II I1 .It. 4 II 11 1I II jl �� 6 I I B u THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -1600 IMPACT VIEW ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WOW. WITH OTHER MIAMI—QADE COUNTY APPROVED WINDOWS USING MLAMI—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 STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 'XOX' t z ANN. CLASS .090" INTERLAYER BYSO GT1A KEEPSAFE MAXIMUM' I-3/16" ANN. CLASS MUN,INS ICE APPI E USED HWCa_«IFAVAIUlZbti SILIODNE 2! DOW CORNING 1199 GE 2800 SCHNEE MOREHEAD 5731 .100' INTERLAYER UVEKOL-LIQ. RESIN BY 'SURFACE SPECIALTIES' 3/16' ANN. CLASS BULB VINYL 'XO, OX OR XX' WING 1199 MOREHEW6 5731 Y : FAgr. JIMM AHMAD PRODUCT REVEM 'FLA. PE r 70692 m emW7h9 wi1D do Phdib 3 CAN. 7538 Huflding Code .�. BMj� drawing no. 11 2612 W03-104 TYPICAL ANCHORS SEE ELEV. FOR SPACING i TYPICAL ANCHORS SEE ELEV. FOR SPACING COUNTY MULLION ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST. SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'Fri CO' (Fu -177 KSI. FY -155 HSI) 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 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF 12RILLIN13 SCREWS 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 AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. C-90 HOLLOW/FIUJED BLOCK AT JAMBS Pm - 2000 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. En JAVAD MMAD PRODUCT REVISED .Cla aacomoymgwith droFlmWa PE 1 7J)592 g r WEEPHOLES: aN. g ExplmflmThb 14 WI - 1-5/8" X 1/4" WEEPHOLES AT 12" FROM EACH END gy WITH PLASTIC BAFFLE 2ni2 w W2 - 3/4" X 5/8" WEEPHOLE AT EACH END 1 W3 - 1-1/4" X 1/4" WEEPHOLES AT 16-1/2" FROM EACH END 80 am n I drawing no. V03-104 ,YF '�M •� 3g3 � � 3 drcwing no. NO3-10 ■[ FRAME HEAD VENT TOP/BOTTOM RAIL 1.624 7.340 .DBz 2.655 JAMB STILE FRAME SILL .314 .7D9 .082 1.497 SILL TRACK .888 ,082 3.348 IM -1.388 FRAME JAMB MEETING RAIL 2.273 1.618 1.339 .082 3.334 FIXED MTG. RAIL .941 1.050 '045 .375 GLAZING BEAD ITS!i PARS / QUANTMY DESCRIPTION MATERIAL NARF./9UPPITSR/08NAR88 1 YE -1800 1 FRAME HEAD 6063 -TS - 2 YE -1601 1 FRAME SILL 8083-76 - 3 YE -1 S02 1 FRAME JAMB 8003-76 - 4 YE -1805 1 S81 TRACK NSERT 8063-T5 - 5 YE -1003 1/ VENT FIXED RAR. 8083-T5 - 6 YE -1704 1/ VENT VERT MEETING RAIL 6083-T5 - 7 -YE-1804 1/ VENT JAMB SIRE 8063-78 1 - 8 YE -1707 AS REOD, GLAZING BEAD 8003-75 - 9 YE -1706 2/ VENT TOP AND SDTTOM RAE. 6063-75 - 10 11 YH-1605 2/ VENT ROLLER ASSEMBLY NYLON YALE. 3' FROM EACH END 12 YH-715 2/ VENT VENT LATCH - AT 8-1/2--& 46-1/2' FROM BOTTOM 13 YF -82 2/ LATCH VENTIATCH SCREWS - - 14 YH-622 AS REDD. BULB W'STRIPPING - SUUNAN k SULLIVAN 15 WI -6009 AS REDD. FN SEAL W STRIPPING - ULTRAFAB 16 YF -10 AS RECO. FRAME/VEM ASSEMBLY SCREWS CRS /8 X 1' P.H. SMS 17 YH-1602 Z/VFNT TOP GUIDE NNYL YALE 18 VH -1003 2/VENT SOTTOM MOE STEEL YALE 19 YF -71 2/ GUIDE GUIDE SCREWS SAS 20 YH-1001 1/ WEEP OPEC! CELL FOAM PAD (i' X 1' X 3/47 YALE 21 YH-1604 OPEN CELL FOAM PAD (1-1/4' X 1/4' X 1-3/47 YALE 22 1 YH-1008 2 WEEPHOLE COVERS YALE 16 / RAME TOP CORNER 18 V 4.V 0F ! Z 49,21 o O of j a aiba n x9 (L z�� g h Z iu - t2 VENT TOP/BOTTOM CORNERS o m o PRODUCT REVISED) as c%Npift wlds do PRdda DuLIdGq Cuda •! !„ ngr.. JMIAD AHMAD FlA PE *692 ,. EMS' z01� • drawing no. W03-104 ' sheet 5 of 5 t , 4 MIAMI- DADE 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) www.miainJdad"o_v/vera Cury-A-Tech Corporation 930 West 23`d Street Hialeah, FL 33010 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 Miarni-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 `1925" Aluminum Single Hung Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W07-104, titled "S-925 Aluminum Single Hung Window", sheets 1 through 4 of 4, dated 12/13/07, with revision A dated 04/17/12, prepared by A1-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 terininate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 08-0107.03 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. &MIAMMIN-MMEUNTY� r 1 NOA No. 12-0507.04 Expiration Date: February 14, 2018 Approval Date: August 02, 2012 Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07-104, Sheets 1 through 4 of 4, titled "S-925 Aluminum Single Hung Window", dated 12/13/07, with revision A dated 04/17/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS L 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 series 5-925 aluminum single hung window, prepared by Fenestration Testing Laboratories, Inc., Test Report No. FTL-5412, dated 12/03/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA# 08-0107.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 04/16/12, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, acid of no financial interest, dated April 16, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL- 5412, issued by Fenestration Testing Laboratory, Inc., dated December 7, 2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA# 08-0107.03) G. OTHER 1. Notice of Acceptance No. 08-0107.03, issued to Cury-A-Tech Corporation for their "Series 925 Aluminum Single Hung Window —L.M.I.", approved on 02/14/08 and expiring on 02/14/13. 9..,0, Manuel V r 1, P.E. Product ControkExonlner NOA No. 12-0507.04 Expiration Date: February 14, 2018 Approval Date: August 02, 2012 E-1 yy11 ci o 531/8' �i� n9 WINDOW WIDTH 1/8" H.S. GLASS Z 3 48 1/8"� Z y D.L. OPG. (FIXED) 090' INTERLAYER 15" MAX. n O SAFLEX 1110 E;' FALSE MUNTINSA r&5/911L EAD/SILL BY 'SOLUTIA' 44� qp (SURFACEMAY BE USED ROLL MFORIED a a 06 GLAZING BEAD 1/8" H.S. GLASS a' "m 2 SILICONE U n D DOW CORNING 995 z Mg ^ — ==JI O Q I let Ri co � 0 i„ G.=+z$ d A� n u 30 I it o O II _ m ^ x n :47 Z Z t/--ro n //� ii GLAZING DETAIL u u = n c� cn wo 4" MAX. m U 0: O C x�iM— TYP. HEAD/SILL_ z 8 M - Z F v J 48 1/8" I N "- D.L. OPG. (VENT) < Q h 50 1/4" N O VENT WID7H O1 U OMi _ �, I N TYPICAL ELEVATION 1 11 1 1 1 1 1 1 T OVER 1 TESTED UNIT SERIES -925 ALUM SINGLE HUNG WINDOW (L.M.I.I NOTES, � DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE n CHARTS SHOWN ON SHEET 2. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ` THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REQUIRED. LOADS TO THE STRUCTURE. s APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND DRESSING Ergr'` &VAD AHMND M Nyy .PRODUCTREVI88D 4s cermi9yinswit1111a Placlds "IdinBCode 1 = Y OF S.H./S.H. OR S.H. WITH OTHER WINDOW TYPES IN MODULES WALL OR STUCCO. AN. 3630'Z Aacapmnallo a OF TWO OR MORE WINDOWS USING APPROVED MULLIONS. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ,. • (. ' '; p191i(>c'ntios DAW ARE NOT PART OF THIS APPROVAL. Browing no. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD PmdeM ANCHORS ONLY. W07-10 j ` `', • sheet 1 of 4 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) SRALANT FRAME ERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. OR EQUIVALENT WOOD SUCKS NOT BY CURV-A-TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ,AN iQRS: /4' TAPCOtd3 INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1/4" TAPCONS WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY CONC. OR MASONRY 9�N EMBED INTO��1 14 cMS OR cF1 F D t mEt E 3 CRS) INTO METAL STRUCTURES (0.090" MIN. THICKNESS) (1/4' MAX. SHIM SPACE) A1�4 MS OR SELF DR91MG SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPAM VAIN. EDGE DISTANCES: r MASONRY = 1 1/4° WOOD = 1" METAL = 1/2" i, , 1 . `A°No � amannq no. W07-10 UNEQUAL LfM (ORLEL TYPES) WINDOW$ DEMON LOAD CAPAC[?Y - PSF EQUAL LTES WINDOWS DEMON LOAD CAPACITY - P8F COMPARATIVE ANALYSIS CHART COMPARATIVE ANALYSIS CHART WRIDOW DIMENSIONS WINDOW DNSIONS IME W/SHRAR CLIP W/O SSBAR CUP wom HEIGHT EXT. + INT. - EXT. (+) 1NT. (-) 19-1 /8' 28-1/2- 37' 42" 53-1/8 70.0 71X0 70.0 70.0 MO 70.0 71X0 70A 70s 70.0 70.0. 71X0 los 1X0 70.0 1 70.0 70.0 70.0 70.0 70.0 70.0 19-1/8' 26-1/2' _ 37' 42' 53-1/8 38-3/8, 70.0 70.0 no 70.0 70.0 700 70.0 70.0 70.0 70.0 70.0 _ 70.0 no 70s 70.0 70.0 70.0 70.0 70.0 70.0 70.0 19-1/8• 28-1/a" 37".., 42• 83-1/8 �_. 1 70.0 70.0 70.0 70.0 700 70.0 71X0 - . 70.0 -. 70.0._` 70.0 M0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 849 84.9 19-1/8' 28-1/2•70.0 37• 42° 83-1/8 �• 70.0 70.0 70.0 70.0 70.0 70.0 71X0 70.0 70.0 MO 70.0 70.0 70.0 69.6 699 70.0 70.0 58.3 59.3 19-1/8• 28-1/2' 3r 42' 53-1/8 or70.0 70.0 70.0 70.0 70.0 70.0 7" 70.0 70.0 70.0 70.0 70.0 70.0 71X0 87.0 67.0 70.0 70.0 58.8 58.8 19-1/8' 26-1/2- 3r 42' 53-1/e 74-1/4• 70.0 71X0 70.0 70s 7060 70.0 mO 71X0 70.0 70.0 70s 70.0 70.0 MO 83.1 83.1 F no 70.0 52.5 529 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) SRALANT FRAME ERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. OR EQUIVALENT WOOD SUCKS NOT BY CURV-A-TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ,AN iQRS: /4' TAPCOtd3 INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1/4" TAPCONS WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY CONC. OR MASONRY 9�N EMBED INTO��1 14 cMS OR cF1 F D t mEt E 3 CRS) INTO METAL STRUCTURES (0.090" MIN. THICKNESS) (1/4' MAX. SHIM SPACE) A1�4 MS OR SELF DR91MG SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPAM VAIN. EDGE DISTANCES: r MASONRY = 1 1/4° WOOD = 1" METAL = 1/2" i, , 1 . `A°No � amannq no. W07-10 UNEQUAL LfM (ORLEL TYPES) WINDOW$ DEMON LOAD CAPAC[?Y - PSF COMPARATIVE ANALYSIS CHART WRIDOW DIMENSIONS W/SHEAR CLIP W/0 MIEAR CUP WIDTH HOEMW EXT. (+) INT. (-) EXT. (+) INT. (-) 19-1/e 28•-1/rSo 3r 42° ae . ii -v8 - 51r 70.0 70.0 70.0 70.0 70A los los los 7U 70.0 70.0 70.0 los A 70.0 70.0 70.0 ` 70.0 70.0 70.0 70.0 _ . 70.0 '0 1 09.0 69.0 19-1/8' 26-1/2' Sr 42° 48• IIS' 70.0 70.0 70.0 70.0 70.0 70.0 70A 70.0 70.0 70.0 70.0 71X0 70.0 los 71X0 70.0 70.0 70.0 70.0 70.0 19-1/8° 26-1/2°70.0 3r 42' �• 7" 70.0 70.0 70.0 70.0 70.0 los 70.0 70.0 70.0 70.0 70,0 MO 70.070.0 19-t/8° 26-1/2- 70.0 7D.0 70s 70.0 70s 70.0 70.0 7Q4 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) SRALANT FRAME ERS, FRAME SILL INSTALLATION SCREWS, VENT CORNER SEAMS AND FIXED MEETING RAIL AT END SEALED WITH 'SCHNEE MOREHEAD SM 5504' SEALANT. OR EQUIVALENT WOOD SUCKS NOT BY CURV-A-TECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ,AN iQRS: /4' TAPCOtd3 INTO 28Y WOOD BUCKS OR WOOD STRUCTURE 1/4" TAPCONS WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY CONC. OR MASONRY 9�N EMBED INTO��1 14 cMS OR cF1 F D t mEt E 3 CRS) INTO METAL STRUCTURES (0.090" MIN. THICKNESS) (1/4' MAX. SHIM SPACE) A1�4 MS OR SELF DR91MG SCREWS INTO DADE COUNTY APPROVED MULLIONS (NO SHIM SPAM VAIN. EDGE DISTANCES: r MASONRY = 1 1/4° WOOD = 1" METAL = 1/2" i, , 1 . `A°No � amannq no. W07-10 Ilp�r � �a �-,aa . i � �� / I1 irm. r..�a ��e-,cc--e,_ ,K �fl! 1 �1' ��,�� •1 1-11.p� Sol p ! -- 2,OyO I7m / PABP / mm. OSB awnON RNMANKB ' 1 13202 1 PROME HEAD 8083 -TS (AWN) �- 2 13203 t FRAME SRL 8083-78 (NAM) � 1.250 .812 3 13204 2 FRAME JAMB 8083-79 4 13205 1 MEZONG RAR 8083 -TB (ALU1Q FRAME HERO 5 13408 1 am TGp RAR 8003-T8 (ALUM) � N 6 13404 1 BASH BOTTOM RIB. 8083-T8 (Aum) 1 6603_75 7 2/ WINDOW OIASS WO 8 13208 2 SASH SIDE RAL. 6083-75 (AWM) g 9 - 14 ASSEMBLY SCREWS S 8 K Y P.H. PHLIP8 CRS O n 962 1,584 10 C-3088 4/ VENT PACE OUDIES 2/SIDE NYLON G? t.094 11 2AMW 2/ VENT 8AM LACH AT 6-1/4° FROM ENDS - C 12 3017-4 AS RM. FPI SEAL. PILE 1.446 O t 13 0-301 t AS RM WEATHER SM 8188 VINYL $ 14 - AS REQO. SUCONE BACK SEDOM OH 10 SEALANT OR EQUAL 18 - AS �. GLAZING BEAD RMI. FORMED ALUM. ® 8083_78 I 18 = 2 BLOCK 8; I OU BALANCE 17 AS REOD. SHEAR CLIP 8083 -TB KLPA) .1N4 z -EF, 082 .082 1.590 1.312 z $ O SASH TOP RAR g t) ® 8953••78 Z V 1.824 0 4 GV 1.800 I O N 5 1 m 08Y O 912 � $ASI BO7TOAi� a J am -To .943 F, .240 FRAME CORNER DETAIL .060 - 2.173 SHEAR CUP 17 VENT CORNER DETAIL .�— 5953--T8 O 41it� i M1 �wg PROM=6 W� � 't 1982 2900 ! •�`,'Aq,i 7i�d .q act 'I Dam 982 2 , 4 .81Crowing 170 2 W07-104 S.c►1 SID e_n °FR.�sas.JA M19 ! I : i O 6083-T3 ® 8003 -TS 9iree! of k/ MM AM MIAMI-DADE COUNTY s PRODUCT CONTROL SECTION DEPARTMENT OR PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAMS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786} 315-2599 NOTICE OF ACCEPTANCE (NOA) *vmv.miomidade.gov/vera/ Cary A -Tech Corporation 930 West 23rd Street Hialeah, FL 33010 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 "930" Aluminum Fixed Window — L.M.L APPROVAL DOCUMENT: Drawing No. W07-01, titled "Series -:930 Aluminum Fixed Window (LMI.)", sheets I through 5 of Sdated 01/11/07 with revision A dated 12/07/11, , 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 and renews NOA # 07-0201.05 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. 12-0124.01 B Expiration Date. April 12, 2017 Approval Date: March 22, 2012 V,110�12 Page 1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-01, titled "Series -930 Aluminum Fixed Window (LMI.)", sheets 1 through 5 of 5, dated 01/11/07 with revision A dated 12/07/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 5073, dated 10/23/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #0 7-0201. 05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test, per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Test Report No. FTL- 5074 dated 11/08/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted underprevious NOA#07-0201.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2010, prepared by Al Farooq Corporation, dated 12/07/11, 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). Manuel ex, P.E. Product ContrtUxaminer NOA No. 12-0124.01 Expiration Date: April 12, 2017 Approval Date: March 22, 2012 E-1 Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and V'anceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No. 08-0709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus II Laminated Glass" dated 09/11/08, expiring on 08/07/13. 3. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 07, 2011, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5073, issued by Fenestration Testing Laboratory, Inc, dated 11/29/06, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NDA No. 05-0145.41) G. OTHER 1. Notice of Acceptance No. 07-0201.05, issued to Cury-A-Tech Corporation for their Series 930 Aluminum Fixed! Window - Impact, approved on 04/12/07 and expiring on 04/12/17. Dial a_ i Manuel P P.E. Product Control Winer NOA No. 12- 124.01 Expiration Date: April 12, 2017 Approval Date: March 22, 2012 E-2 Womm WINDOW WIDTH WIDTH L � tlR, 2lYm1H pRNDDYJ WIDTH L_ _J WmmWmj WINDOW Wm WINDOW WIDTH I � I 3 oi 3S L J WINDOW Wayn-I WINDOW W7DTF1 WINDOW WIDTH ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIM AR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. FAL: (SHWA( W RIES 930 ALUMINUM;FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FfXED/FI n OR FDfED WITH OTHER MM1MI—DADE COUNTY A D WINDOWS USING MIAMI—OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMIENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (NO. 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 DICLUDNG BUT NOT LWED TO SIEEL/MEIAL SCIMAS, THAT COME INTO CONTACT WITH OTHER DISSIMRAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. D.L.O. HEIGHT ® FRAME HEIGHT — 4.125" D.L.O. WIDTH FRAME WIDTH — 4.125" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NW. RMAREPt drawing no. W07-01 DESIGN LOAD CAPACffY - PSF DIISIGN LOAD CAPACM - PBF GIABB TYM GLASS TYPE 'A', " B' OR 'C' 'D' WINDOW DD(S. WASS TYPES 'A'. 'B' OR V CLASS TYPB 'D' VIDTH LENGTH EXT. (+) D4T. (-) EXT. (+) INF. (-) IS" 24' M. 3B' 42" 64 s or .. smo 60.0 70.0 70.0 80.0 80.0 70.0 70.0 FOA SDA 70.0 70.0 80.0 W.0 70.0 70.0 FOA SD.0-A 70.0 704 F0.0 70.0 70.0 OU.0 70.0 70.0 FOA 804 70.0 70.0 is, 24' 30' 38'80.0 42" 48' 54' FO' 84' FDA 60.0 7" 70.0 FOA 80.0 70.0 70.0 s0A 90.0 70.0 no S.0 704 MO 804 80.0 704 70.0 $04 SRO 70.0 70.0 71.1 71.1 _ 71.1 71.1 1s' 24' 30" 38' 42" 48' 64' w a" 80.0 FOA 70.0 70.0 SOA 80.0 704 70.0 S.0 80.0 70.0 70.0 80.0 S.0 70.0 70.0 W.0 So.O 70.0 70.0 80A s0.0 7oA 70.0 71.1 71.1 - - 84.0 64.0 - - 18" 24' 30' 38' 42' 46' 54" s0" 88' 80.0 80.0 70.0 70.0 a" 50.0 70.0 70.0 60.0 80.0 7R0 70.0 80.0 80.0 70.0 70.0 SRo 80.0 70.0 70.0 mo 80.0 71.1 71.1 64.0 04.0 - - 1s° 24' 30" 38' 4Y 48' 54" BO" 7" 80.0 amo 70.0 70.0 80.0 80.0 70.0 70.0 804 80.0 70.0 70.0 80.0 50.0 70.0 704 80.0 80.0 804 W.0 - - 71.1 71.1 64.0 a" 1s' 24' M. 36' 42* 48" 54" 78' 804 8D4 70.0 704 80.0 80.0 70.0 704 SMA 804 70.0 704 804 80.0 70.0 70.0 804 80.0 804- 71.1 71.1 - - 1s" 24' 30' 38' 42' ae' 80.0 8R0 70.0 70.0 80.0 $0.0 70.0 70.0 80.0 FO.O 70.0 7R0 80.0 80.0 8R0 80.0 - - ao.o aao DESIGN LOAD CAPACffY - PSF WINDOW DM. GIABB TYM GLASS TYPE 'A', " B' OR 'C' 'D' WIDTH LENGTH EXT. (+) INT. (-) EXT. (+) INT. <-) is, 24' M. 36' 4Y 48' 9. SD.0 80.0 70.0 70.0 80.0 a.0 70.0 70.0 BGA 80.0 70.0 70.0 80.0 80.0 - - soo 50.0 - - 80.0 1 SD.0 - - 18' 24' 30" 38' 42' 96' 8R0 80.0 70.0 70.0 80.0 ODD 70.0 704 80.0 au 70.6 704 80.0 8R0 - - 80.0 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). 3/18' HEAT 5IREld'D GLASS 090" IMERIAYFR SAFLEX 0X1 BY 'SOLUTA' 3/19' HEAT S REWD CLASS Ly _ y SUV E LOW OOwm 996 I!i n w J L 3 VAMH AND LENGTH DAMMONS CAN BE ORIENTED VOMCALLY OR HORRONTALLY AS SHOWN AMC 8' HEAT ST(EN'D GLASS 100• WE AYER SAFETY PM II 81' 'OlASS1A61' 3/19'; HEAT STREWD GLASS SUCOM DOW MNO 995 to 3/18' HEAT 9TREWO GLASS 000' WER AYIR NET.E% :81'1PO 3/18" HEAT : CLASS Si11CANE rOWM GOIF�4G 996 6 - 57T --7 GLASS TYPE .'B' GLASS TYPE 'C' GLAZING OPTIONS q� S rt g itO O d a VwO ANN. GLASS �{ us ai F 100' INTMUYER SAFETY PLUS 0 BY 'GLASS" 3/18' ANN. GLASS SILICOM I rcow CORMNG 998 0 8 `Lo� GLASS TYPE 'D' ._ g.'JAVAQ A �AD. 'PRODUCT ROVISIM 1 �j 'F1A. � ys�p, 81oFlmi�S � 3 CAN. I17 � . 2011 atawm� no. WOi-01 L�of$ Ls WOOD BUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDINQ STRUCTURE. SWAM: : FRAME CORNERS AND INSTALLATION SCREWS SEALED WITH SILICONE SEALANT. 4 •D .TYPICAL ANCHORS D .SEE ESIEVQNG Ed MIALS-DAZE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA :AL ANCHORS SPACING TXPICAL ANCHORS: SEE ELEv. FOR SPACING „],/4" DIA. TAPCON BY 'ffW` (Fu=120 100, "2 KSO 1/4' DIA. ULTRACON BY 'ELCO' (Fwm xm, "las KSQ INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONIC. OR MASONRY 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK• L .090') (NO SHIM SPACE) Ed = ANCHOR EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE =3/4' MIN. INTO METAL STRUCTURE = 1/2' MIN. CONCRETE AT HEAD, SILL OR JAMBS F'c = 3000 PSI MIN. 0-90 HOLLOW/FILLED BLOCK' AT JAM Pm = 2000 PSI MIN. kiA �T�p�e2 agmo�yftwi&dwf db CAN. 3t►7B aWldftCaft Wo I Dam 0 on BY 3rawing no. W07-01 J ni �V i3 z �8 1/4. SHIM . ttitti��1 Hol MAX, 1/4 MAX. TYPICAL ANCHORS 1/4 AIAX � $HIM SEE ELEV. SHIMFOR SPACING WOOD SUCK 3 D.L. OPO. IYPKUU. ANCHORS SEE SPACING . . >'e •. FOR SPACING -; v � F ...............__- - - ....................____ o � Uwa TYPICAL 1 EXTERIOR „ METAL 131 �'� SEE ELEV. FOR SPACING STRUCTURE WMDOW WIDTH �+ $ O Urn MIAMI-D� COUNTY 1YPM ANCHORS APPROVED ARLLION HOER SP�AC�IN6 & MILLION ANCHORS SEE SEPARATE NOA Oa A • �A �� AItODtlt.Tli13Y1» � •p vnmm WIDTH WINDOW WIDTH PEtB oo& ae2arkhffieFl e 74m DE4 oa'o wog a� sheet 401 6 t �� _ n 1.350 Z a.1oo F .100 1.390 Q, WINDOW FRAME SPOT WELDED d p n ,mual' 6Q W� Q GLAZING STOP O SPOT WELDED JOINT A ZO .� 1.280--y R f01 ® SHEAR CUP $ U � o CIRCULAR WINDOWS MRERED CORNER (OFRONAL) o o� I SPOT WED JOINT ^ I { 'nyr: CM ML.AHMAD •e } CCA�N _ OijD ga iYUb Che F♦nIWS jj 363a S k RECT. OR SQUARE WINDOWS Wi7 � *� BY drawing no. TXP. CORNER DETAILS DE .Q Ofi W07-01 sheet Sof 5 TTEM NO. PART NUMBBH eUANTPPY OffiCBIPTION MATBRIAL ./SOPL03&/RSMARRB 1 CU701 4 WBi00W FRAME 8083-T8 - 2 5-03083 4 GIAZINO 5f�' 8083 -TS - S - AS REOD. SHEAR CUPS. 2' TANG 8083-78 AT ANCHOR U7CATItk� 4 888 AS READ. OIAZINO COMPOUND SWCONE DOW COFOiMG B - AS REQO. SETi1N0 BLOCK EPDM DUROMEfER 7919 SHORE A �� _ n 1.350 Z a.1oo F .100 1.390 Q, WINDOW FRAME SPOT WELDED d p n ,mual' 6Q W� Q GLAZING STOP O SPOT WELDED JOINT A ZO .� 1.280--y R f01 ® SHEAR CUP $ U � o CIRCULAR WINDOWS MRERED CORNER (OFRONAL) o o� I SPOT WED JOINT ^ I { 'nyr: CM ML.AHMAD •e } CCA�N _ OijD ga iYUb Che F♦nIWS jj 363a S k RECT. OR SQUARE WINDOWS Wi7 � *� BY drawing no. TXP. CORNER DETAILS DE .Q Ofi W07-01 sheet Sof 5 TTEM NO. PART NUMBBH eUANTPPY OffiCBIPTION MATBRIAL ./SOPL03&/RSMARRB 1 CU701 4 WBi00W FRAME 8083-T8 - 2 5-03083 4 GIAZINO 5f�' 8083 -TS - S - AS REOD. SHEAR CUPS. 2' TANG 8083-78 AT ANCHOR U7CATItk� 4 888 AS READ. OIAZINO COMPOUND SWCONE DOW COFOiMG B - AS REQO. SETi1N0 BLOCK EPDM DUROMEfER 7919 SHORE >1 . MlAM I•CaADE MIAMI-DADE COUNTY o 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 myJWam Cure A -Tech Corporation 930 West 23rd Street Hialeah, FL 3301.0 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. Thig product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -19A, titled "Aluminum Tube Mullions", sheets 1 through 5 of 5, dated 12/07/95, with revision D dated 04/12/12, 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 acid 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 revfsm and renews NOA# 08-0813.08 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. 12-0430.02 o; Expiration Date: March 28, 2018 aMIEW Y710012 Approval Date: August 02,2012 Page I Curv-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. • DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. M95 -19A, titled "Aluminum Tube Mullions", sheets 1 through 5 of 5, dated 12/07/95, with revision D dated 04/12/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94- 3)' Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 5636, dated 06/12/08, signed and sealed by Carlos Rionda, P.E. (Submitted under previous NOA# 08-0813.08) 2. Test report on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94 along with installation diagram of aluminum fixed windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-96-1054, dated 02/01/96 signed and sealed by Hector Medina, P.E. (Submitted under previous NOA# 07-0424.13) C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC- 2004/2007, prepared by Al-Farooq Corporation, dated 07/22/08; updated to comply with FBC-2010 on 04/16/12, signed and sealed by Javad Ahmad, P.E. (Partially submitted under previous NOA# 08-0813.08) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated April 16, 2012, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 08-0813.08, issued to Cury-A-Tech Corporation for their "Aluminum Tube Mullion", approved on 10/02/08 and expiring on 03/28/13. an a P.E. Product Con of aminer NUA Nd. 12-0430.02 Expiration Date: March 28, 2018 Approval Date: August 02, 2012 E-1 1.000 �. ,21, 1YP. 2 W0 Lu 1 X 2 X 1/8' TUBE MULLION 8083 -TB tow 3.000fl� L ull 1 X 3 X 1/8' TUBE MUWON 1.000 128 TV. 4.000 X. Tk-:1/e 1.780 .OBD TYR 4AXI0 1-3/4 X 4 X .090' MBE MULLION 1.780 Ago TYP. 4.800 1-3/4 X 4-1/2 X .090' TIME MULLION 2x4X t/B' TUBE MULLION 0083 -TB 2 X 6 X 1/8' MULLION CLIP (0083-78) (ALT. TO ANGLES) Ur L M ASBE CUT TO FTT SMUG: MUI Z ION GUP (8083 -TO) W. TO A MLM mm L MW BE CUT TO RT sax,TM MILLIONS. .128 2=0 2.000 ANGLE CUP (Te) 4 'r INSTRUCTIONS: USE CHARTS AND GRAM AS FOLLOWS. ASS LOS STEP 1 DETUNINE OtS N LOAD REO{IRED PER ASCE 7 FOR PARTICLAAR OPENM STEP 2 USE DADE CXMJMY APPRGYED GRAZING PROM= MEEUNO ABOVE LOAD RIMAREMINIS. STEP USE CONNECT TO MULLION AS PER PROOLICT APPROVAL. USING GRAPHS ON 94CU 2 S"CT MUUlON SQE WITH STEP 4 Cam woo MOTS um oESM LOAD mnwm M STEP 1 ASGW- GSING ANCHOR TYPES ON SWEET 4. AND ANCHOR GRAPHS STEPS ON SHEET 3. SELECT ANCHOR TYPE MIN DESIGN RUM MOM THAN THE DESIGN LOADS SPECM 91 STEP t ABOVE ro 14&.� a PROMICT A cL9 o lei MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY ems: THS PRODUCT HAS BEEN DESIGAM AND TESIED TO COMPLY WITH THE RE ,IM OF THE nDMX BUILDING CODE DXXUMNO HIGH VELOCITY HNtomm ZONE (MMM. ALL GLAZING PRODUCTS USED WITH THESE MULL S MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD. WATER INRLYRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ,ETC. WO00 BUCKS BY ODOM MUST BE ANCItOREO PRDPEI$.Y TO TRANSFER LOADS TO THE STRUICTORE MOM SHALL BE AS LSIEO, SPAC M AS SHOWN ON DETAILS, EMBEDMENT TO SM 169MA. SHALL BE BEYOND WALL C014MIC (STUCCO, TUE ETC.). ANCHORING CON[DM S OTHER TtIAN THOSE SHOWN IN T1,ESE DETAILS ARE Or PART OF TIO AIWROWL. A I= OURMION MM 3 USED IN OF ANCHORS URO WOOD ONLY. MOPM MMM BUT NOT LUTED TO N. SCRONS. nMT CW Wo CONTACT MIIH OTHER OSSIMLM MATERIALS SKALL MEET THE SITS OF THE FLORIDA Blixt CODE SECTION 2003.8.4. THIS NOA IS NOT VAUD WITHOUT CORPORATE SEAL OF CAM -A -TECH CORPM11ON AND A LABEL AFFIXED. PlkOD1=RBV12 E+aH®i JJ ,A,OIAp, I a/.wo*7ht&wtIhVwRwlft FHA PX f7m oa 3838 B, spy 17 . oil ,L Ora" no. M95 -19A R LL En a. 0 J I NI W F I I m ANCHOR LOAD CHART TYPE C Plum w°r lill PROM= 0. TYPE C ANCHOR LOAD CHART MMM"WMMMMMM� nwuwmmmmwmnm mmtimowaws■�■mw■�■ .1tL'1'm►�ii-7��1u1,1a6'! r� m mwmnwmsu■■ wn,swommommmm n■ mmmmmmmomm■m wilwiEwmamomma ■fflanswKwo mm Now"M= ommom ■wane mummum ■■MMI MI`T umossm ■■, „wa ,.m", •• ■■■■,4!"bil ,o`" ■■■■■m ommasm ■■■■■■\\\m►m . : ■■�\11 ■■■■\\� i ANCHOR LOAD CHART m .a ■■m mm mmo - ■■■SWwww► mm■ ■■■m►�ffflumumm ■■■■mmuss�`TT�� ■■■■,,,,.'NUM ■■■■■,,,,mm' ■■■■■��M� ■■■■■■"�`�' mom ■■■mars 7 q •i 'i .9 G M ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER G 7 LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) i 7914 ®i8 �owGh xMu droving no. ANCHORS ` M95 -19A armet 3 of s 2xz ALUM! ULTRAO= E 14 SALS. AMBLE I 44y A cout a 1/4' M ULTRACWN " a : 1-1/z' MIN. Emem 1/ AMBLE z LONG GL sTINO MLn LDN IPC ALTERNATE TO ANGLES ALL CASES CUPS TO FIT SNUG INTO TUBE MULUONS IATRACDN BY 'ELCD' (Fu -177 M9, FY -155 !SI) Lkm INTO 28Y WOOD BUCKS OR WOOD STRUCTURES1�mutp CLW! ANGIX TO MASONRY 1-1/2" MIN. PENETRATION INTO WOOD zxaxi THRU 19Y BUCKS INTO CONIC. OR MASONRY 'ON TLK MULLION ALUM AN/8° .0 DIRECTLY INTO MASONRY # 14 S.Y.S. 1-1/4' MIN. EMBED INTO CONC. OR MASONRY AN EDGE DISTANCES; S/ ANGLE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 5/8' MIN. 0 ULTRA= 1/1/4` NLN. EMBEO ------•1'L.......-R • n- _ 1/2' MAX MULLION •q •e • TYP. E7 . a 2.U4r/g� : -I i"a__ I TUBE M3A.UOM-I GL sTINO MLn LDN IPC ALTERNATE TO ANGLES ALL CASES CUPS TO FIT SNUG INTO TUBE MULUONS IATRACDN BY 'ELCD' (Fu -177 M9, FY -155 !SI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES1�mutp BUCKS NOT BY CURVATECH 1-1/2" MIN. PENETRATION INTO WOOD SUSTAIN LOADS• I PWD. THRU 19Y BUCKS INTO CONIC. OR MASONRY " 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY AN EDGE DISTANCES; INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 5/8' MIN. droringr3o M95 -19A Aum ANt6E J '/8* 1— 877, B° LONG Z' TUB LONG 3' TIS Im 4'. 8' B 8' TUBESy DN 3 MOLE (CHMT C)� r TUBE MUWWt TM so" DOHA 2/ ANGLE [[14 F.H. SAM—/ BE (CHART A do 1 TUmuum 3/ ANQLE (CHART C; i I AN HORS DETAIL #1 MEAL TO METAL CONNEMM 4% g,4 PE m plT wettO�oFlor�at yy' C CrI e: M95 -19A <.` sheet 5Of 5 Miami Shores Village , Building Department SEP 12 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 JO BUILDING Master Permit No.11 6f --4926 PER IT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING &ISION EXTENSION EWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 7 /V kj l 3 City: Miami Shores ns5 County: Miami Dade Zip: Folio/Parcel#: l� �l®��®®ly� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ®y Ce, �a r' (j A c°N� S Phone#: 743'4 —M �`6 Address: y AW ?.3 S % � cc// City: Alla r':9 , J/►D res State: Tenant/Lessee Name: Phone#: Email: �ruc Lit Company Name: ¢fpr 6AS®(�1 , �� Phone#: Address: 9y/ /IJI 173 72*_ .sas�Zyy 8'Z8`> City: A f "q M 1, g4'.':1rW'a /'�it!''� State: EL Zip: 3310 Qualifier Name: ge.rf 4p) R da It r Phone#: 3DS ;.Yj1- '7g% State Certification or Registration #: 6e,( 1519189" Certificate of Competency #. DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ n � `) Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ 7-:5 CCF $ CO/CC $ Scanning Fee $ -3 L)p Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) DBPR $ Notary $� Double Fee $ Bond $ TOTAL FEE NOW DUE $ .� ' 00 13 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatures— \ Aft,� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The fore oIng instrument was acknowledged before me this day of .r�e,0 f eM ASC r , 20 f Y . by I7 ( day of -5e- > eolie( 20 IV , by J e I Ce- W 1iia►115 who is personally known to f f i�� I'd tCr who is ersonall know o me or who has produced _Dr)'der 5 Ll'e ef%S e- as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: I K Print: Ol M i e— 2 Pl kln Seal: Seal: AMIE JENKAVS JAMIE JENMS COWSSION # FFM"W" COAINIISSION # FFWMS WMES: APB 21, 2017EXPIRES: April 21, 2017 Pon ■ase s+�xs**r*xxsxrs****s+�r■ssxxe�sxs APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk Miami s Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if. 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore.ouy be personally liable for the worker compensation iniuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Print Name l �, Signature.,�,�� Contractor Print Name:Ktrri+k Signature: State of Florida ) State of Florida ) County of Miami -Dade) A County of Miami -Dade ) Sworn to aid subscribed before me this /� Sworn to and subs bed before me this day of ��on ie r , 20 '41day of Se P- r '20 d j grAS JAMIE By Jo C W ON 0 s y FIRES: Apt 21, 2017 (SE SEAL Type of en1 P: a 9FaR� / ®Ai<4 -A--A //,A JAMIE JEW ,i eBF&&mON # F FXPME4: W 21, wn PERMIT APPLICATION Miami Shores Village r- Building Department OCT 7 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Ply. Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (30S) 762-4949 FBC 20 Master Permit Nc( ) I -&-- ® 13 - Sub Permit No. GILDING ❑ ELECTRIC ❑ ROOFING EVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL E] PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP Q �j/_ �� CONTRACTOR DRAWINGS A JOB ADDRESS: I to /" /!�) - 7 /� 3 �7_ City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: lZ��l ®,3 ,3 I M O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): � G AddrPcr v2_'AJ4i Alk) P -1 5—r City: ®1A #`iai Tenant/Lessee Name: Email: 14 tit S State: Zip: 3 3 1S0 CONTRACTOR: Company Name: L!y �t'ls ! iG7'! 04 ne Phone#: Address: City: JM Z& N9 i, Ol /�iG19 State•- Zip: t r Qualifier Name: G r'P 0 / s% Phone#: 30.5-2- State 0.5-2State Certification or. Registration #: G ?_/Irg Certificate of Competency #: DESIGNER: Architect/Engineer: Address: '' City: State: Value of Work for this Permit: $Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace Description of Work: Specify color of color thru the: IM Zip: ❑ Demolition _S Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee Radon Fee $ DBPR $ Notary Technology Fee $ Training/Education Fee $ Double Fee $ . Structural Reviews (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage lender's Name (if applicable) t Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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 OWNER or AGENT The foregojng instrument was acknowledged before me this day of.e 06 r 20_ by OyC+2 W,111 M3 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Signature CONTRACTOR The foregoing instrument was acknowledged before me this A 764 _. day of. O,�G• �P.t' , 20 by gkfi`l�L T� O/ID,f 1M. who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: ��9 Sign: �� Sign: Print: rn en gas Print: J A gAl e, en ail S n�nnn Seal: ^^^^^^^^ Seal: JAMIF IENKINS J� JEAiMS MY r -'%� ': ON # FF009945 COA4A�HSSION 0 FF009945 EXPIR y: April 21, 2017 HIO'IItES: AprH 22, 2017 9AARM APPROVED BY �-- ''S/�� Plans Examiner Structural Review (Revised02/24/2014) as Zoning Clerk DBA/BUSINESS NAME: KDF CONSTRUCTION INC BUSINESS LOCATION: 841 NW 173 TERR MIAMI GARDENS, FL 33169 OWNER/CORP. KDF CONSTRUCTION INC PHONE # 305-244-8781 841 NW 173 TERR MIAMI GARDENS, FL 33169 NAICS CODE: 238990 MIAMI-DADE COUNTY - STATE OF FLORIDA N/A October 29, 2014 LOCAL BUSINESS TAX RENEWAL 2014 -2016 APPLICATION RECEIPT: 7272693 STATE # CCC1328850 If no longer in business, please notify us In writing. Review and correct the information shown on this application. A 25% penalty will be assessed to anyone found operating without a paid local business tax, in addition to any other penalty provided by law or ordinance (Sec 8A-176(2)). A Certificate of Use and/or City Business Tax Receipt may also be required. BUS. COMMENCEMENT DATE: 06/01/2012 SEC TYPE OF BUSINESS BLDGS SPECIALTY BUILDING CONTRACTOR 1 Receipt Fee 30.00 UMSA Fee 0.00 Beacon Council Fee 15.00 Bingo Permit Fee 0.00 Nightclub Permit Fee 0.00 Multi -Municipal Contractor Fee 0.00 Restricted Contractor Fee 0.00 Library Fee 0.00 Transfer Fee 0.00 Doing Business without a License Penalty 0.00 Late Penalty 4.50 Collection Cost 0.00 NSF Fee 0.00 Prior Years Due 0.00 Amount Recently Paid - 49.50 TOTAL AMpUNT DUE: O To pay online go to To pay by mail, make check payable to: Miami -Dade County Tax Collector Business Tax 200 NW 2nd Avenue Miami FL 33128 To pay in person go to: 200 NW 2nd Avenue (305) 270.4949, fax (306) 372-6368 A service fee of not less than $25.00 up to a minimum of 5% will be charged for all returned checks. t RETAIN FOR YOUR RECORDS t ................................................................................................................................................................................................................................................................................................................. MIAMI-DADE COUNTY - DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT + N/A October 29, 2014 STATE OF FLORIDA LOCAL BUSINESS TAX RENEWAL RECEIPT: 7272693 2014 -2015 APPLICATION STATE#CCC1328850 6997176 BUSINESS LOCATION: 841 NW 173 TERR MIAMI GARDENS, FL 33169 BUS. COMMENCEMENT DATE: 06/01/2012 OWNER/CORP. KDF CONSTRUCTION INC KDF CONSTRUCTION INC KERRITH FIDDLER PRES 841 NW 173 TERR MIAMI GARDENS, FL 33169 SEC TYPE OF BUSINESS BLDGS SPECIALTY BUILDING CONTRACTOR APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION OR OCCUPATION DESCRIBED HEREON. I HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT. I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT. SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE Please pay only one amount The amounts due after Sept 30th include penalties per FS 205.053. ffPaid By Oct 31, 2014 Nov 30, 2014 Dec 31, 2014 Jan 31, 2015 please Pay $0.00 $0.00 $0.00 $0.00 7000000000000000000000007272693201500000004500000000000000 DBA/BUSINESS NAME: KDF CONSTRUCTION INC BUSINESS LOCATION: 841 NW 173 TERR MIAMI GARDENS, FL 33169 OWNER/CORP. KDF CONSTRUCTION INC PHONE # 305-625-6691 841 NW 173 TERR MIAMI GARDENS, FL 33169 NAICS CODE: 2389 MIAMI-DADE COUNTY - STATE OF FLORIDA N/A October 29, 2014 LOCAL BUSINESS TAX RENEWAL 2014 -2015 APPLICATION RECEIPT. 6517834 STATE # CGC1512188 BUS. COMMENCEMENT DATE: 06/01/2008 SEC TYPE OF BUSINESS BLDG1 GENERAL BUILDING CONTRACTOR 1 If no longer In business, please notify us In writing. Review and correct the information shown on this application. A 25% penalty will be assessed to anyone found operating without a paid local business tax, in addition to any other penalty provided by law or ordinance (Sec 8A-176(2)). A Certificate of Use and/or City Business Tax Receipt may also be required. FEE AMOUNT Receipt Fee 30.00 UMSA Fee 0.00 Beacon Council Fee 15.00 Bingo Permit Fee 0.00 Nightclub Permit Fee 0.00 Multi -Municipal Contractor Fee 0.00 Restricted Contractor Fee 0.00 Library Fee 0.00 Transfer Fee 0.00 Doing Business without a License Penalty 0.00 Late Penalty 4.50 Collection Cost 0.00 NSF Fee 0.00 Prior Years Due 0.00 Amount Recenfiv Paid - 49.50 To pay online go to www.mlamldade.gov/taxcollector To pay by mail, make check payable to: Miami -Dade County Tax Collector Business Tax 200 NW 2nd Avenue Miami FL 33128 To pay in person go to: 200 NW 2nd Avenue (305) 270-4949, fax (305) 372-6368 A service fee of not less than $25.00 up to a minimum of 5% will be charged for all returned checks. t RETAIN FOR YOUR RECORDS + ..............................................»................................................................................................................................................................................................................................................................. MIAMI-DADE COUNTY - DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT + N/A October 29, 2014 STATE OF FLORIDA RENEWAL LOCAL BUSINESS TAX RECEIPT: 6517834 2014 -2015 APPLICATION STATE#CGC1512188 6253280 BUSINESS LOCATION: 841 NW 173 TERR MIAMI GARDENS, FL 33169 BUS. COMMENCEMENT DATE: 06/01/2008 OWNERICORP. KDF CONSTRUCTION INC KDF CONSTRUCTION INC KERRITH FIDDLER PRES 841 NW 173 TERR MIAMI GARDENS, FL 33169 SEC TYPE OF BUSINESS BLDG1 GENERAL BUILDING CONTRACTOR APPLICATION IS HEREBY MADE FOR A LOCAL. BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION OR OCCUPATION DESCRIBED HEREON. 1 HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT. I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT. SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE Please pay only one amount The amounts due after Sept 30th Include penalties per FS 205.053. if Paid By Oct 31, 2014 Nov 30, 2014 Deo 31, 2014 Jan 31, 2015 Please Pay $0.00 $0.00 $0.00 $0.00 7000000000000000000000006517834201500000004500000000000008 JOYCE WILLIAMS-WINDOW REPLACEMENT 246 NW 93 ST MIAMI SHORES, FL 33150 OCT 2 20% Y.-� — _ --- d Miami Shores VMIiia APPROVED MEMNON DAT'IR ZONING DEPT BLDG DEPT l�f� stsiEcTirocompumWEVMALFIRIER& STATE M0 COUNTY RULES AMRE REMX1108 ...... .... . .. . .. .. .. .... ....... . . ........... .... . ..... . 6a z, COPY HR 531/8 z 26 13-0326.09 +49.7 —665 PLAN MEAN ROOF HEIGHT=17ft HR 531/8 z 38 3/8 13-0326.09 +48.4 52.6 HR 37 x 50 5/8 13-0326.09 +48.4-63.9 ... . . . ... . . . .. .. . . . .. .. . . . .. . . . . . .... ....... . ... . . . .. . . . . .. . . . . . . . . . . . ... . ... . ... .. ... .. . . . .. . .. . . . . ... . .... . . .. . . . ... . 00. y 1 FA01 Wind Series C&C 2010 FLORIDA BUILDING CODE & ASCE 7-10 "ASD" WIND VELOCITY =175 MPH MRH 5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE, FLATTER AIN Mean DESIGN PRESSURES (PSF) - ZONE 4 Rocyf Tributery Area Ft-�--r Height 10 1 15 1 20 25 30 ENGINEERING -49.1 -479 -47.1 -46A -45.9 -53.3 0 -loft +453 +441 +433 +426 +4211�4 +42.6 11ft+46.1 500 X87 -479 -372 -46.7 -592 -575 -56.2 +44.8 +44.0 +43.3 +42 8 ILL ASCE 7-10 50.7 -495 -48.6 -47.9 -47A -46:9_ 8 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 -T1.9 13 ft -51.4 -50.2 -393 -48.6 -48.0 -58.4 -57.0 +47.4 1 +46.2 1 +45.3 +44.6 1 +".0 -52.1 -50.8 -49.9 -49.2 -48.7 -48 'S47z, -4"t, Zrm 14ft +48.0 +46.8 +459 +45.2 +44.6 m +44.1 +43.7 1 +433 +43.0 +42.5 +422 -52.7 -51-4 -505 -49.8 -493 A" -48.3 -48.0 -47.6 15 ft +48.6 +47.3 +46.4 +45.7 +45.1 +44.6 +442 +43.9 +43.5 +45.3 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -485 -482 16 ft -61.8 -60.0 -58.6 -57.4 -565 -55.7 -549 -54.3 +49.2 +47.9 +46.9 +46.2 +45.6 +45.2 +44.7 +44.4 +44.0 +".1 53.9 -52.6 -51.6 -509 -503 -49.8 -49A -49.0 -48.7 17 ft +49.7 1 +48.4 1 +47.4 +46.7 +46.1 +45.6 +45.2 +44.8 +44.5 -54A -53.1 -522 -51.4 -50.8 -50.3 -49.9 -49.5 -49.2 18 ft +50.2 +48.9 +47.9 +47.2 +46.6 +46.1 +45.7 +45.3 1 +44.9 +44.2 +43.9 -54'9 -53.6 -52.7 -51.9 -SL3 -50.8 -50.4 -50.0 -49.6 19 ft y 714_ _ -56.2 -555+47.9 +46.9 +50.6 +49.3 +48.4 +47.6 +47.0 +46.5 +46.1 +45.7 +453 66.5 -55.4 -54.1 -53.1 -52.4 -51.8 -51.3 -50.8 -50.4 -50.1 20 ft Wit +49.7 +48.4 +47.4 77�4 t46 +51.1 +49.8 +48.8 +48.1 +475 +46.9 +46.5 +46.1 +45.8 -56.4 -55.0 -54.0 -533 -52.6 -52.1 -SL7 -51.3 -509 221t +47.965. _ +44.9 +52.0 +50.6 +49.6 +48.9 +48.2 +47.7 +47.3 +46.9 +46.5 76 = 9 -57.2 -55.8 -548 -54.1 -535 -52.9 -52.5 -52.1 -51.7 24 ft a � 6.1 +45.7 +453 20 ft -68A -65.7 -63.8 +52.7 +51.4 +50.4 +49.6 +49.0 1 +48.5 +48.0 +47.6 +47.2 26 ft -58.0 -56.6 -55.6 -54.8 -542 -53.7 -53.2 uu5x62$ +53.5 +52.1 +51.1 +50.3 +49.7 +4D8 -�fjL- -58.8 -573 -563 -555 -549 -S ' 28 ft +48.2 +47.7 ,Oy,4'Z) +473 +46.9 +46.5 -70.6 -67.8 +54.2 +528 +51.7 +51.0 +50 3 -59.6 24 ft -59.5 -58.0 -57.0 -562 -:91- 5 5+54.8 301t +54.9 +53.4 +52.4 +51.6 +50.9 +49.6 +49.0 -605 -59.0 -58.0 -572 56.5 -55:96' 3311t +55.8 +54.3 +53.2 +52.4 +518 +51 2 +SO.T 5 9.9 -61A 599 -58.8 58.0 57A 36 ft +56.6 +55.1 +54.1 +53.2 +52.6 �.0 45149 +49.1 -625 -61.0 -59.9 -59.1 -58.4 -57 - f 40 ft +57.6 +56.1 +55.1 +54.2 +535 +53.0 +525 +52.0 +51.6 -63'8 -623 -612 -603 -59.6 -59.0 -585 -58.1 -57.7 45 ft +58.81+57.3 +52.8 +56.2 +553 +54.6 +54.0 +53.5 +53.1 +52.7 +49.3 +48.9 55.0 -63A -62.3 -61.4 -60.7 -60.1 -59.6 -59.1 -58.7 soft +59.9 +58.3 +51!2 tF 5 S . +W.1 +53.7 56.1 -64.5 63.3 -626 -WO 41.1s -59.7 55 ft +60.9 +59.3 +9&2 +50.9 6 6 +55.0 +54.6 +49.1 57'1 -WS V3 *%A -M3e -6211 SLS 6Z -60.6 60ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 Mean DESIGN PRESSURES (PSF) - ZONE 5 Roof Tributa Area Ft Ight 30 15 20 ZS 30 35 40 45 50 ENGINEERING 60'7 -58.3 -56 6 -55.3 -54.2 -53.3 -52 5 -51-8 -512 0-10 ft +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 wz "61"7 -592 -575 -56.2 -55.1 -54.2 -53A -52.7 -52.0 ILL ASCE 7-10 �i o z •P• IV4 P wWHOLEORPART T OF FRAlpCLBEMJARDO,PE AL DNS,gDDIT10Y8,HIQH1lBtITWG,OROTHER PIT: (954) 354-0660 Fax: (954) 354-0443 WWW.ENGEXP.COM 0 p +46.1 +44.8 +44.0 +43.3 +42.8 +42.3 +41.9 +41.6 +41.2 52.6 -60.1 -58.4 -57.0 -55.9 -55.0 -54.2 -53.5 -52.8 12 ft +46.8 +45.5 +44.7 +44.0 +43.4 +42.9 +42.5 +422 +41.9 -63.5 -61.0 -59.2 -57.8 -56.7 -55.8 -54.9 -54.2 -53.6 +46.2 +45.3 +44.6 +44.0 +43.6 +43.1 +42.8 4425 -61.8 -60.0 -58.6 -57.4 -565 -55.7 -549 -54.3 14 ft +46.8 +45.9 +452 +44.6 +".1 +43.7 +43.3 443.0 q-64.3 -62S -60.7 -593 -58.1 -572 -56.3 -55.6 -54.9 ft +47.3 +46.4 +45.7 +45.1 +44.6 +44.2 +43.9 +43516ft -63.2 -61A -60.0 -58.8 y 714_ _ -56.2 -555+47.9 +46.9 < -r456 2 7 x444 +44.0 66.5 -63.9 -62.0 ¢, afi .8 -56.1 Wit +49.7 +48.4 +47.4 77�4 t46 9. e - .8 +44.5 -67.2 -64.5 -62.75 `[ 7.4 -56.7 ft +50.2 +48.9 +47.965. _ +44.9 -67.8 -1 -633 -6f:e Erb 76 = 9 -57.2 19 ft +50.6 +49.3 +48.4 +47.6 +47.0. a � 6.1 +45.7 +453 20 ft -68A -65.7 -63.8 X48.1 '+47:9 3� Se7.7 1+51.11+49.8 +48.8 +4619"46.5 '4464111;45.8 -69.6 -66.8 -64.9 -63A- n -67x � -�fjL- 9:4 -587 ft +52.0 +50.6 +49.6 +489 +48.2 +47.7 ,Oy,4'Z) +473 +46.9 +46.5 -70.6 -67.8 -65.9 -643 -63.1 -62.0 -61.1 -603 -59.6 24 ft +52.7 +51.4 +50.4 +49.6 +49.0 +48.5 +48.0 +47.6 +472 71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4 6 ft +53.5 +52.1 +51.1 +50.3 +49.7 +49.1 +48.7 1 +48.3 +47.9 -145 -69.7 -67.7 -66.1 -648 -63.7 -62.8 -62.0 -61.2 28 ft +54.2 +52.8 +51.7 +51.0 +50.3 +498 +49.3 +48.9 +48.5 -73.4 -70.5 -68.5 -669 -65.6 -64S -63.5 -62.7 -62.0 30 ft +54.8 +53.4 +52.4 +51.6 +50.9 +50.4 +49.9 +49.5 +49.1 -74.5 -71.7 -69.6 -68.0 -66.7 -65.6 -64.6 -63.7 -63.0 33 ft +55.8 +54.3 +53.2 +52.4 +51.8 +51.2 +50.7 +50.3 +49.9 P�-75.8 -728 -70.7 -69.0 -67.7 56.6 -65.6 -64.7 -639 +56.6 +55.1 +54.1 +532 +52.6 +52.0 +51.5 1 +51.1 +50.7 `- -772 -74.2 -72.0 -703 -69.0 -678 -66.8 -659 -65.1 40 ft +57.6 +56.1 +55.1 +542 +535 +53.0 1 +S2S +52.0 +51.6 45 ft -78.8 -75.7 -735 -71.8 -70.4 -692 -68.2 -673 -665 +58.8 1 +573 +56.2 1 +55.3 1 +54.6 +54.0 +53.5 +53.1 +52.7 -80.2 -77.1 -748 -73.1 -71.7 -705 -69.4 -68.5 -67.7 soft +59.9 +58.3 +57.2 +56.4 +55.6 +55.0 +54.5 +54.1 +53.7 -81.6 -78.4 -76.1 -743 -72.9 -71.7 -70.6 -69.7 -68.8 55 ft +60.9 +59.3 +58.2 +57.3 +56.6 +56.0 +55.4 +55.0 +54.6 -82.8 -79.6 -773 -755 -74.0 -72.8 -71.7 -70.7 -699 60 ft +61.9 +60.2 +59.1 +58.2 +57.4 +56.8 +56.3 +55.8 +55.4 1. TABLES ARE INTENDED TO DBEICI'TkIE_'WORST CASE PRESSURES. WORST CASE' IS DEFINED AS THE CRI60R�10,(F1NNIs�7 WN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COM�31gDW REQwamR FO10195_ THESE TABLES. 2. TABLES VALID O�ILi�-I13 F rM . ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID F R - &, Loh APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° S 1B (�I INEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE B HEIGHT. IF THE MEAN ROOF HEIGHT C5. ANNOT BE IDETI LE VALUE OR CONSERVATIVE ASSUMPTION. 6. ALWAYS ROUND CALCULATE THE TR�IBCQ1 SAB; E OG IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MD D'BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE-THIRD L, ). Sk.THE AREA BETWEEN STRUCTURAL OPENINGS ONLY- , - I B U-,CCfIUURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENI7N - " b3i' CRITICAL (10 SQUARE FEEL) SHALL BE USED. ALWAYS ROUND. `' - WAl' O THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS UBCYSH D, E GEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. B. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY° PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL. FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. 'THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCPI-+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRC-CTIONALTIY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORIIESRONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTSp-FJ �ISIC'FATBD,. D VERIFIED BY THE GOVERNING BUILDING DEPARTM9 D.p 1 FOR APPIICABIIITY OF TABLE VALUE USE IS OFFER S. THIS SPECIFICA 169 L11 D tl R ANY PRODUCT APPROVED CERTIFICATION. R MITTED TEST CRITERIA AND OTHER APPROVALS F KATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST V ORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL MP M ORDINANCES. 7. NO CERTIFICATIO OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PR IN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a- 10% OF LEASLi 1RK09MOEIRH, rrJM KWr WHICHEVER IS S MAL DIMENSION OR 3FT (1 f�4� QUESTION. CONSULGJ: LEASr TL HEIGHT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN ROOF a a EAVE HEIGHT ROOI-I F HEIGHT 5 I ® 15 ,a zAn e 4 WALL ZONE FIGURES f ISO I r• • �" B MOW12 2010 FLORIDA BUILDING CODE ENGINEERING o� �o -a 04109/12® 2 eg " %R: ASCE 7-10, CHAPTER 30PRE <a \ L- • • • `•B DESIGN LOADS FOR COMPONENTS & CLADDING 160 SW 12th AVENUE, #1062 wz - ••• • - - THIS D012AUW LRTHE PROPERTY OF FRW L BENNARDO, ® MASTER PLAN SHEET DEERFIELD BEACH, FL 33442 m \ ASCE 7-10 �i o z •P• IV4 P wWHOLEORPART T OF FRAlpCLBEMJARDO,PE AL DNS,gDDIT10Y8,HIQH1lBtITWG,OROTHER PIT: (954) 354-0660 Fax: (954) 354-0443 WWW.ENGEXP.COM 0 p d N h, NpRwIi08io1Hln�NtysiROTPERNmmarID cERroFAurHee6 r m { MIAMI hil"H DADS COUNTY ME:) PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOhIIC RESOURCES (RER) 11805 S1V 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miam1dndejEgy/eeonomy_ Tralite Window & Door Solutions, LLC 8130 NW 74"` 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 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 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. 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 111600 Impact View" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No.W03-104, titled "Series -1600 Impact View Alum. Horiz. Sliding Wdw ", sheets 1 through 5 of S, dated 11 /18/03, with. revision D dated 12/23/11, prepared by Al Farcoq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. FISSILE 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, modellseries, 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 110,% Failure to comply with any section of this NOA shall because for termination and removal of IJOA. ; • • • • • Goes:* ADVERTISEMENT: The NOA number preceded by the words Miami Dade •Cnunty, •Fier*, and • followed by the expiration date maybe displayed in advertising literature. If aftY64( tion of'tli0'NOA ill'"" displayed, then it shall be done in its entirety. • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user byAv. Manuflefts? or its •.•• distributors and shall be available for inspection at the job site at the request of the B iWing Offoial. 000 • • • This NOA renews NOA# 12-0118.21 and consists of this page I and evidence pages b61 and E-2, asrvell as • • • ; • approval document mentioned above. :00:0: • The submitted documentation was reviewed by Manuel Perez, P.E. : • • • • • NOA NV. ;3-0326.09 Expiration Date: Maivh 04, 2019 Approval Date: June 06, 2013 f Page i 1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. (Submitted under NOA#0312413. U2) 2. Drawing No.W03-104, titled "Series -1600 Impact View Alum Horiz. Sliding Wdw." sheets 1 through. 5 of 5, dated 11/18/03, with revision D dated 12/23/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 12-011&21) 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 and TAS 202-94 along with marked up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL 3791, dated 07/12/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#103-1203.02) 2. Test .reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) 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 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3763, dated 05/03/03, signed and sealed by Joseph Chan, P.E. (Submitted under NOA#4312413.412) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FDC -2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 11 QNC8, 09/03.111 i1; and —00:0 updated on 01/04/12, signed and sealed by Javad Ahmad, P,E.' -. • a • - .. 0 -. • • (Submitted under previous NOA No. 12-011&21) """ "' • • *Gee: 2. Glazing complies with ASTM E1300--44 - - """ • • • • - 900 • • •-•••• • •Manuel er .E.;...-; AreAckontrol ItAnor • ' NOA Ne. 26.89 Expiration Date: March 04, 2019 Approval Date: June 06, 2013 E-1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (NIA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 2. Notice of Acceptance No.104331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 05105110, expiring on 02/08/14. E. STATEMENTS 1. Statement letter of conformance, complying with the FBC-2010, and of no financial interest, dated March 19, 2013, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 12-0118.21, issued to Trulite Window & Door Solutions, LLC, for their Series "1600 Impact View" Aluminum Horizontal Sliding Window — L.M T.., approved on 03/15/12 and expiring on 03/04/14. ...... .... ...... ...... ... . ..... .... .. ...... • . man u$i•P , P.E.. 74&cl Contro er: • • • • MOA Nsot:14326.09 Expiration Date: March 04, 2019 Approval Date: June 06, 2013 E-2 BNuo6 Wmtx Ftp !' tlM1K 1a• fIM BE `B9ED 1BAD ILL A xAlL BTB TIORT✓ 1 ARE RA7m FOR L•.ROE WME WAOT. 9HUTIER3 AtBi NOT .-=IM A,La_WNUM HOPI?ONTAL. SUMM MN)) DEM LOAD R42M FOR THESE WMMM TO BE AS PER OHARIS MM SHEET 2. APPRWAL APPLIES TO SBM MM OR SIDE BY WE WNBIK17M OF ILR./H.R. OR N.R. 60W. WDH Dim NYDB–OAOE cum APPRWED WMW IR= x4AN1–DARE OOtR01' APPRWEO MLLIONS IN SEI6ML LOWER OMM PRESSM FRDM MONS OR NWIM APFW#L WSJ. APPLY m EWW StMOL 7x16 PAODIWT INS BM OMR AND TM O TO 1NRMLY 6101 18E 1.MWJMWMIS or WE FIARWA MMAM am 06ma Rt37 fm ViLOW xis 20!>E .TMA¢)• 1wow W B IUW BE AM= PROPERLY m TRAWSM AVC110R6 9lWl. SE AS OSIED. AS SHM ON DEWt3. A X41' m MSEM NATE.7IAL SINLL BE tD.= WALL C OR Sri o. ANOINBONO OR tOWM OONDRM NOT SHOWN BI MBE DEMRS ARE NOT PART OF TM APPROIBY. A LOAD DORATFA! MMME M USED W MW OF M -MM ! 3TO WOW MAY. AL DRO M.MOM% =WyO0.1ER1A18 YBE7 -W& TFtAT Cow RWXREMENM OF THE FLORIDA BLD& OOOE SPMM 2003A4. 'XOX' yr ar lDTx /2 � � 1 OR m ear � 'm�l -AO. OX W #� � Tastw uumI s/ta^ AM MM • • 311W uul GUM 0000•• AW 000000 • 0000•• • '81 ��sA,E or BY 0000•• s/!8` AD87. DIM. 6 3/1B' /@M.'OIASS ROOMMOMM a �2 0sa2! �m 0000• BIDB wm vx-M tY 0000•• NAR. I 1 • • Dare 0 or. on oPa 2Y • v° • �vv V" lum TIORT✓ 1 ARE RA7m FOR L•.ROE WME WAOT. 9HUTIER3 AtBi NOT .-=IM A,La_WNUM HOPI?ONTAL. SUMM MN)) DEM LOAD R42M FOR THESE WMMM TO BE AS PER OHARIS MM SHEET 2. APPRWAL APPLIES TO SBM MM OR SIDE BY WE WNBIK17M OF ILR./H.R. OR N.R. 60W. WDH Dim NYDB–OAOE cum APPRWED WMW IR= x4AN1–DARE OOtR01' APPRWEO MLLIONS IN SEI6ML LOWER OMM PRESSM FRDM MONS OR NWIM APFW#L WSJ. APPLY m EWW StMOL 7x16 PAODIWT INS BM OMR AND TM O TO 1NRMLY 6101 18E 1.MWJMWMIS or WE FIARWA MMAM am 06ma Rt37 fm ViLOW xis 20!>E .TMA¢)• 1wow W B IUW BE AM= PROPERLY m TRAWSM AVC110R6 9lWl. SE AS OSIED. AS SHM ON DEWt3. A X41' m MSEM NATE.7IAL SINLL BE tD.= WALL C OR Sri o. ANOINBONO OR tOWM OONDRM NOT SHOWN BI MBE DEMRS ARE NOT PART OF TM APPROIBY. A LOAD DORATFA! MMME M USED W MW OF M -MM ! 3TO WOW MAY. AL DRO M.MOM% =WyO0.1ER1A18 YBE7 -W& TFtAT Cow RWXREMENM OF THE FLORIDA BLD& OOOE SPMM 2003A4. 'XOX' yr ar lDTx /2 � � 1 OR m ear � 'm�l -AO. OX W #� � Tastw uumI s/ta^ AM MM • • 311W uul GUM 0000•• AW 000000 • 0000•• • '81 ��sA,E or BY 0000•• s/!8` AD87. 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