The URL can be used to link to this page

WS-17-2005W5ii 2 005 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Pe rm Itom CM Permit NO. WS -8-17-2005 Permit Type: Windows/Shutters ification: Window/Door Replacem Permit Status: APPROVED Issue Date: 818/2017 Expiration: 02/0412018 Parcel Number Applicant 10611 NE 11 Avenue Miami Shores, FL 33138-2120 1122320280380 Block: Lot: STEPHEN LENSI Owner Information Address Phone Cell STEPHEN LENSI 10611 NE 11 Avenue MIAMI SHORES FL 33138- (860)490-6310 Contractor(s) Phone EXTREME CONSTRUCTION GROUP II (954)625-5051 CeII Phone Valuation: Total Sq Feet: $ 16,894.00 0 Type of Work: REPLACE 2 WINDOWS AND 6 DOORS No of Openings: 8 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Amount $10.20 $2.70 $2.70 $3.40 $180.00 $12.00 $13.60 Total: $224.60 Pay Date Pay Type Invoice # WS -8-17-64811 08/08/2017 Credit Card 08/08/2017 Check #: 1059 Amt Paid Amt Due $ 50.00 $ 174.60 $ 174.60 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict c• formity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assum esponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PL BI ' , HANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID construction a V on : I ce th =t all the oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ng. Fu - ' or- aut size the above-named contractor to do the work stated. August 08, 2017 tho z -d Signa ure: O � Contractor / Agent Date August 08, 2 s 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 REC AUG 0 8 zr'j ++��,,��F("BC 20 ( BUILDING Master Permit No.'s I 1 I —ACOS PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP {� CONTRACTOR DRAWINGS JOB ADDRESS: / v 6/1 , /� // � L/ p City: Miami Shores County: Miami Dade Zip: ,3-34-3 a Folio/Parcel#: p� —�v rbIs the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee// - Simple Tittlyleholder):/� �A&—r) 17. �?51 Phone#: Address: /(J) lI City: ill; ; arY) / (51) State: Tenant/Lessee Name: ,o/n (leoeo)17161 /0 Phone#: Zip: -33/3Y Email: CONTRACTOR: Company-77��Name: 1ji ,'Y)-& i)ii�j7'i��iUefL 2/1 �O Address: 13JU /ice/ %eO / rQW— City:e-Oati Sprit) / v State: Zip: 33�`� �e! / Phone#: Qualifier Name: JJ -a State Certification or Registration #: 6 c �1i� Op Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address:/City: State: Zip: �^, Value of Work for this Permit: $ / , 19 y — Square/Linear Footage of Work: Type of Work: ❑ Addition ElAlteration 1 New IrF"I Repair/'plac ❑ Demolition Description of Work: Pf'iltt-ez l L )/) dCLff 4-- pop lej ( lrts - 2 i- cdo Phone#: 031-01.39/-92M-- Specify 3j`39//9%M-- Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $(, TOTAL FEE NOW DUE $ 1 rLA -(00 (Revised02/24/2014) • Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: 1 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 foreg//oip�g instrumen was acknowledged before me this .—day of , 20 /2 , by Aef) Le )S / , who is person�allvknown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: PP4kbMARIA C. DOMINGUEZ '1144MY COMMISSION # 0016691 :1,4'EXPIRES: October 31, 2020 oP ************************** APPROVED BY (Revised02/24/2014) *** ** Signature �e//y ,`J a -rot CONTRACTOR The foregoing instrument was acknowledged before me this cR16 day of ,20 /2 ,by 71/— me me or who has produced as identification and who did take an oath. NOTARY PUBLIC: , who is personally known to Sign: Print: Seal: )7?', QQr» PZ ***************************** 1 Plans Examiner 2 YPO MARIA C. DOMINGUEZ MY COMMISSION # GG16691 EXPIRES: October 31, 2020 **************** Zoning Structural Review Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 1/940- 17,11 4,vij- Qua1ifi/Owner Signature Date Print me Miami -Dade Official Records - Print Document Page 1 of 2 CFN: 20170331593 BOOK 30570 PAGE 1273 DATE:06/12/2017 01:29:58 PM DEED DOC 3,174.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE Prepared by and return to: BRANDY ABREU Attorney at Law AM LAW, LLC 7385 SW 87 Avenue Suite 100 Miami, FL 33173 305-441-9530 File Number: 16343.01 Will Call No.: [Space Above This Line For Recording Data] Wa_ rrn`y Deed This Warranty Deed made this 6t'h day of June, 2017 between Seth R. Labenz and Molly E. Engle, husband and wife whose post office address is 1152 Converse Dr've ' , . lanta, GA 30324, grantor, and Stephen A. Lensi, a single man whose post office address is 10611 NE 11 Avenue, Miami Shores, FL 33138, grantee: (Whenever used herein the terms "grantor" and "grantee" include alt the parties to this instrument and the heirs. legal representatives, and assigns of individuals, and the successors and assigns of corporations, trusts and trustees) Witnesseth, that said grantor, for and in consideration of the sum of TEN AND NO/100 DOLLARS ($10.00) and other good and valuable considerations to said grantor in hand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained, and sold to the said grantee, and grantee's heirs and assigns forever, the following described land, situate, lying and being in Miami -Dade County, Florida to -wit: Lot 10, Block 3, of Miami Shores Estates, according to the Plat thereof, as recorded in. Plat Book 47, at Page 58, of the Public Records of Miami -Dade County, Florida. Parcel Identification Number: 11-2232-028-0380 Together with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in fee simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor hereby fully warrants the title to said land and will defend the same against the Lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2016. In Witness Whereof, grantor has hereunto set grantor's hand and seal the day and year first above written. DoubleTime® https://www2.miami-dadeclerk. com/OfficialRecords/PrintDocument. aspx?Q S=YaoUfOzxr... 8/8/2017 Miami -Dade Official Records - Print Document Signed, sealed and delivered in our presence: �✓1 Name: _moll W Mess Nam W W 3 State of Florida County of Miami -Dade Page 2 of 2 CFN: 20170331593 BOOK 30570 PAGE 1274 (Seal) Seth R. Labenz 1152 Converse Drive NE Atlanta, G 30324 0 ewe c rL . Engle nverse Drive NE Atlanta, GA 30324 (Seal) The foregoing instrument was acknowledged before me this 6th day of June, enz and Molly E. Engle, who LJ are personally known or [X] have produced a driver's license as ide [Notary Seal] ;;; •yS MY COMMISSION RAMIREZ ;:ION 9 FF 928903 EXPIRES: Octobor 18,2019 {y.: ` Banded Thn, Nome Puede UnMn rhes 1 o Public Printed Name: My Commission Expires: Warranty Deed - Page 2 DoubleTIme` https://www2.miami-dadeclerk.com/OfficialRecords/PrintDocument. aspx?Q S=YaoUfOzxr... 8/8/2017 111111111111111111111111111111111111111111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE >AT TIME OF FIRST INSPECTION p PERMIT NO. TAX FOLIO NO. °z�'-E)O-©pJD-3o) STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: n CFI 2017R1043310191 OR BK 30634 Ps 1516 (1Pss) RECORDED 07/31/ 2017 11243:4.2 HARVEY RLIVIN, CLERK OF COURT. f1IAMI—DALE C:OUNT r s FLORIDA Space above reserved for use of recording ottice /b/ // I) /1 4'e iue—, 2. Description of improvement: /7 Z? J 3. Owner(s) name and address: c Lc�_i1 / • /..4./).S/ Interest In property: /Lt.27)21Q-- ./. Name and address of fee simple titleholder: /da/ /) % //.4ve, 7Y)i e 7 -VI-we-1 i el--- 4. Coer ctor's name„address ad phone number: -n�1/Perna /2 S a '% 6120 aj �'� B t) U} / /44, i ed--/; Cprz./-S,0r/,,5-i ,3__�0lQ5- pA J(y'� 9 /- 9 9__ 5. Surety: (Payment bond required by owner fro jc�tractor, if any) Name, address and phone number: t/ Amount of bond $ 6. Lender's name and address: i, 7. Persons within the State of Florida designateOwner uigo r a be serv-- - - •vided by Section 713.13(1)(a)7., Florida Statutes, g by galij - ��' y 1 HERESY COMP/ Ofaf 1fI4S u Ks • a s Copy a theName, address and phone number. t.: 8. In addition to himself, Owners designates the following per•patstsVeagialbetenor s Notice 713.13(1)(b), Florida Statutes. HARVE`( RUVIN, RK, of anL , OIarM Name address and phone number * * 9. Expiration date of this Notice of Commencement: (the expiratlon date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Slgnature(s) of Owner Prepared By Print Name Title/Office OLL9/ 1L.,-- STATE OF FLORIDA COUNTY OF MIAMI-DADE zed Officer/Director/Partner/Manager Prepared By Print Name Title/Office —6 'day of U The fore in instrument wa acknowledged ed before me this B /21� �1 70_,./1-S / Individually, or ❑ as for Personally known, or ❑ produced the following type of identifica Signature of Notary Public: ./7 •r, �i7ligrZ Print Name: %rkLr7 (SEAL) VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. YPU MARIA .(PAY �P C. DOMINGUEZ MY COMMISSION # GG16691 EXPIRES: October 31, 2020 Signature(s) o • 1” • • - s)'s Au rued Officer/Director/Partner/Manager who signed above: By / I_ By 123_01-52 PAGES 6/12 �- y AC • CERTIFICATE OF LIABILITY INSURANCE t..-- DATE (MM/DDlYYYY) 08108/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES IDT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR1PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditiollis of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in nett of such endorsement(s). PRODUCER REEL INSURANCE AGENCY 5800 W. ATLANTIC BLVD. MARGATE FL 33063 CONTACT NAME: (PHO /C Ny F„1. (954) 956.0006 uvc.FAX N,{ (954) 956-0555 E-MAIL ADDRESS REELINSURANCE@YAH00.COM INSURER(SIAFFORDING COVERAGE NAIC # INSURER A • FRANK WINSTON CRUM INSURANCE CO. 11600 INSURED EXTREME CONSTRUCTION GROUP, INC. 2350 NW 116tH TERR. CORAL SPRINGS FL 33065 INSURER B : INSURER C : INSURER D : $ INSURER E : $ INSURER F : COVERAGE CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHStANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BEI SUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INS ~ NCE ADDLSUBR MSn WVn POLICY NUMBER POLICY EFF (MMIDD/YYYYI POLICY EXP (MMIDDIYYYYI LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED PRF MIRES Ea occurrence) $ CLAIMS -MADE p OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GE 'L AGGREGATE POLICY OTHER: LIMITAPPLIES PRO- I )ECT PER: LOC PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS i ' _ ' _. SCHEDULED AUTOS NON -OWNED AUTOS (Ee BINEA4 t) D SINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE /Per accident) $ 5 UMBRELLA LIAB EXCESS LIAR - OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ DED RETENTNN $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILIfftY //i N ANY OFFICER/MEMBER EXCLUDED7�CUTIVE Y{ �; (Mandatory in NH) K yes, describe under DESCRIPTION OF OPERATIONS below N IA FCWC100I87O1 418(2017 418/2018 X STATUTE FROTH E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE 500500,000 $ SOO,000 E.L. DISEASE - POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space is required) LIC# CGC1521468 CERTIFICATE HOLDER CANCELLATION VILLAGE Olt MIAMI SHORES BUILDING DEPT 10050 NE 2ND AVENUE MIAMI SHOES FL 33138 I@MSVFL.GDV EXTREMEC*NST RUCTIONG ROU P@LIVE,COM HOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ETION DATE THEREOF, NOTICE WILL BE DELIVERED IN l' CORE W THEP ICY PROVISIONS. � AUimo�iiNOR¢ED REPFItSENTATI ACORD 25 (2014101) t 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 08/07/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Russo Insurance Group 11011 SHERIDAN STREETAIL_ADDREss. SUITE 201 COOPER CITY, FLORIDA 33026 CONTACT RALPH F RUSSO PHONE ) FAX 345-1904 No (954) 345-1954 (954 Est)*( ralphprussoig.com INSURER(S) AFFORDING COVERAGE LTR NAIC 0 INSURER A : ATLANTIC CASUALTY INSURANCE CO. _ INSURED EXTREME CONSTRUCTION GROUP INC. 2350 NW 116 ATERR CORAL SPRINGS, FL 33065 INSURER B : SECURITY BOND ASSOCIATES, INC. • INSURER C: EACH OCCURRENCE INSURER D : INSURER E : LIABILITY INSURER F : COVERAGES 1..CR 11r'II.A 1 c lWIVl . l- . - ---- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRADDL TYPE OF INSURANCE - SUBR min, POLICY NUMBER POLICY EFF IMMIDDIYYYYI ,IM POLICY EXP MMD/YI YYY LIMITS LTR EACH OCCURRENCE $1 ,0002.000 GENERAL LIABILITY DAMAGE TO RENTED PREMISES (Fa occurrence) 5100,000 A X COMMERCIAL GENERAL LIABILITY L039004624 04/19/2017 04/19/2018 MED EXP (Any ono person) 55,000 CLAIMS -MADE OCCUR PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 GE 'L AGGREGATE LIMIT APPLIES PER: POLICY P1 FtEC r1 LOC $ COMBINED SINGLE LIMIT (Eaaccident) 5 AUTOMOBILE —' LIABILITY BODILY INJURY (Per person) 5 _ ANY AUTO ALL OWNED — SCHEDULED BODILY INJURY (Per accident) $ AUTOS AUTOS NON -OWNED PROPERTY DAMAGE .(POLaccider() 5 HIRED AUTOS AUTOS5 EACH OCCURRENCE $ UMBRELLA LIAB OCCUR AGGREGATE $ EXCESS LIAB CLAIMS -MADE RETENT QN 5 DED WORKERS COMPENSATION - WC STATU- OTHS FR TWLIMITS T AND EMPLOYERS' LIABIL TY E.L. EACII ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIV OFFICER/MEMBER EXCLUDED? N I A E.L. DISEASE - EA EMPLOYEE 5 (Mandatory in NH) It yes, describe under below E.L. DISEASE -POLICY LIMIT 5 B DESCRIPTION OF OPERATIONS CONSTRUCTION LICENSE BOND W150157594 04/15/2017 04/15/2018 $10,000 DESCRIPTION GENERAL GC OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CONTRACTOR LICENSE # CGC1521468 CERTIFICA I t HULLMI< MIAMI SHORES VILLAGE DEPT 10050 NE 2nd Ave Miami Shores, FL 33138 I ........___...._.- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE• THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE <DA> — .ww n nt% lrlfrlAT1l1\I A 11 ...M4n na ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA 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: 7/20/2017 EXPIRATION DATE: 7/20/2019 PERSON: MAROTT FEIN: 461789913 BUSINESS NAME AND ADDRESS: EXTREME CONSTRUCTION GROUP INC 2350 NW 116 TERR CORAL SPRINGS FL 33065 SCOPE OF BUSINESS OR TRADE: Licensed General Contractor NELLY IMPORTANT: Pursuant to Chapter 440.05(14), 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 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), 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 meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 00 0 Type: SH, HR, CAS Frame Color: Glass Color: 0 Impact _0 Non Impact EiColonial 0 No Colonial Permit Ece Job Name: eco window systems Address: Tel: 9114 NW 106 St. Medley. FL 33178 Cell: wwwerzwindowsysterns com E-mail: Fax: e-01 \D(911 IVE 1141 t-JVI (Avv11 Jho 0,S ?(- C 1'4 AROGIZ E 'clove._ Plan , Av '131: RECEIVED AUG 0 8 2017 rn 305.885.5299 ph •• • ••• tirei,5vey. •••••, •••• •• •••• lir • • • •• •• •• • • • • • • • • • •• • ••• • • •••• •• • • • •• • • •••• • • ••• •• • • • • •• • • • • • ••• • • • •• • • • • prV\JSfl— 2.0 c -- M a AnPROVED ZCNIHG DFPT 31 03 DEPT mi Sh&es PCT To comPi iANOF WI fTH Al I FEDFRAi I305.885;5298 rf.) ES AND PECULAT9NS CATEGORY Engineering Services, Inc. 5 • •: •:800.31eWglrivnSte 207, Pompano Beach, FL 33062 (954) 784:6991 el : (9/4J •J8:-590$ Fa: • amanda@c5es.com • CA #25854 • • • • • • • • Property: Lensi 10611 NE 11 Ave Miami Shores, FL FBC, 5th Ed. (2014) / ASCE 7-10 WIND PRESSURES FOR COMPONENTS AND CLADDING •• • • • • • • • • • • • • • • • Contractor Kando Windows & Doors Brepa•d By AS • • • • • Opening ID Product Approval Opening Description Location Zone Opening Elevation Opening Dlmens$ons Width Height • Required Pressure (per ASCE 7-10) Product Design Pressure (per NOA) WINDOWS/DOORS (in) •• • • • (in)• • • •• 40.11 •Patin. (p • rsfi •• Negative (psJ Positive (psJ) Negative (psj) 1 15-0603.13 French Door 4 9 35 x 8! •2 4040• • • •• •• ' • . • 38 •.E • 40.1' • • • • -41.7 *43.4 70.0 75.0 -75.0 15-0715.10 Picture Window 4 9 38 x "12 -80.0 3 15-0603.13 French Door 4 9 35 x 83 38.2 -41.6 70.0 -75.0 4 14-0403.09 Horizontal Roller 5 9 38 1/2 x 36 40.1 -53.6 55.0 -60.0 5 15-0603.13 French Door 4 9 38 3/4 x 85 1/2 37.9 -41.3 70.0 -75.0 6 15-0603.13 French Door 5 9 64 x 85 3/4 36.6 -46.7 70.0 -75.0 7 15-0603.13 French Door 4 9 63 1/2 x 86 1/2 36.6 -40.0 70.0 -75.0 8 15-0603.13 French Door 4 9 33 3/4 x 85 3/4 38.2 -41.6 70.0 -75.0 Ultimate Wind Speed (V„ a) (mph) Exposure Category Internal Pressure Coeffient (Gcpl) Directionality Factor (Kd) Mean Roof Height() Width of Edge Strip (ft) 175 C 0.18 0.85 15 6 These wind pressures have been prepared in accordance with the Florida Building Code, 5th Ed. (2014). The allowable pressures provided here (W,d) are given as 0.6• W„ it, where WW, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (V„h) and the parameters given herein. W,w as provided here is an appropriate load for use when: 1) Evaluating tested products for components and cladding; 2) Designing mullions, framing, and other supporting structures using Allowable Stress Design; 3) Specifying fastener schedules using Allowable Stress Design. The Toad combinations specified in Chapters 2.3 and 2.4 of ASCE 7-10 shall be applied. No further reduction in allowable stress shall be taken (other than load duration per Chapter 23 FBC). Emma T. Mellinger, P.E. FL PE# 50049 7/25/2017 KAN L1170725 2014 -RI OK OK OK OK OK OK OK OK DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (I4ER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) co Window Systems, LLC MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eovleconomy Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify; or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, includin the Hi _h Veloci Hurricane Zone. ESCRIPTION: Series "Eco -Guard 300" Aluminum Fixed Window—L.M.I. . • yawing ' o. ,T1 - I , tit e. "Eco -Guard Series -300 Alum Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15, 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. ISSII.E IMPACT RATING: Large and Small Missile Impact Resistant ac 1 unit shall bear a permanent labe wit tie manu ac urer s name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unlecs� nerwise •noted herein. •• •••••• • • RENEWAL of this NOA shall be considered after a renewal application has bees Algd and th84e. flag 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 Imo %revisiQtn tfe jtange' in the materials, use, and/or manufacture of the product or process. Misuse of this Nt1A as an eAWsement of any product, for sales, advertising or any other purposes shall automatically to imrare:this Nt5 • Iailure to comply with any section of this NOA shalt be cause for termination and removal ofT A. • ADVERTISEMENT: The NOA number preceded by the words Miami -Daae County, Florida, and followed by the expiration date may be displayed in advertising literature. If aay porion of.the lb.A 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 manufactureror its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317.03 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. • . • .• MIAMIDADE COUNTY APPROVED NOA No. 15-0715.10 Exp: I e ,2019 Approval Date: September 03, 2015 Page l Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision D dated 07/08/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Esineeriirb Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09,Antd and galpd by Candido F. Font, P.E. (Submitted under NDA#09-0413.08) •••• 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 244.4 • • 2) Cyclic Wind Pressure Loading per FBC, T486201-94 • • • • • along with installation diagram of a 48 1/4" wide x 96 3/8" high Feb Guard! Mt aluminum circular arch top fixed window, prepared by Hurriciro blgineerin* c• Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09,4iglvd and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) : • • . 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2p1-24. • 2) Cyclic Wind Pressure Loading per FBC, TAS•203-94 ' • •. along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed b Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 1/4., • . • Manuel Per , E. Product Control E a er NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 E-1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#D9-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS • • • • 1. Statement letter of conformance, complying with FBC-5°' Edition 42Q14), arftr of no financial interest, dated July 8, 2015, issued by Al-Farooq Corporation, sigie•arrd sealed by Javad Ahmad, P.E. G. OTHER • •••• •••• • • •••• •••• 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Sgsts, LLQ fpr their Series "Eco -Guard 300" Aluminum Fixed Window — L.M.1., afolordved on 04/16/14 • • and expiring on 06/17/19. •• • • • •• • •••• • • • • E-2 •• • • • •• • • ••• • Ma nue Pe ez, ' .E. Product Control ani' ter NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 �----1.606--y r �5 Lela I.o00 oe2- L 2.750 a Qi FRAME HEAD/SILL/JAMB QQ FLUSH FRAME ADAPTER Q GLAZING BEAD 1-1.0701 1 1 .375 .oso —F O3 ANCHOR COVER ECO—GUARD SERIES -300 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO C%1P17 TrY • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCI=IDING HIG HEL6OCC l. HURRICANE ZONE (HVHZ). • NS •UC • • WOOD BUCKS BY OTHERS. MUST BE ANCHORED PRQQFj Y Ta AI/4i • • LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN•THFIRG UETAWLS ARS • • NOT PART OF THIS APPROVAL. • • ,•�,^ • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN Qf ANCHaRS 140 Ale ON:Y.: • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEF�/1AETAL S�IRNS, TFIRT • • • • • • • • • • COME INTO CONTACT WITH OTHER DISSIMLAR MMAATTEERROOOASS SfF'RaLLL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. • • •• FALS (SURFACE WINDOW WIDTH E MUNIINS OA_ OPG. APPUED)- OPTIONAL A 1, u 41-- T -'- T TI C i I I I 1 I I _ 1 t p _ ice it II 11 N u 11 FF II i I rr 11r_ it r V' MAX. 12' MAX. HEAD/5111 HEAD/SILL CORNERS -� TYPICAL ELEVATION m� 8 GLASS 0.10. DIMS D.L.O. HEIGHT = WINDOW HEIGHT - 3.625' 0.1.0. WIDTH s WINDOW WIDTH - 3.62S" (THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Erar: JAVAD AN VOL FIA PE - 7 .4 102015 PRODUCTRBVISBD as complying Mill tins Florid' Building Cade Aceepunce No 15 -0 13.10 Y.x 1nwa nue Min" Y 2O1q Miami euro • •*0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • V' MAX. 12' MAX. HEAD/5111 HEAD/SILL CORNERS -� TYPICAL ELEVATION m� 8 GLASS 0.10. DIMS D.L.O. HEIGHT = WINDOW HEIGHT - 3.625' 0.1.0. WIDTH s WINDOW WIDTH - 3.62S" (THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Erar: JAVAD AN VOL FIA PE - 7 .4 102015 PRODUCTRBVISBD as complying Mill tins Florid' Building Cade Aceepunce No 15 -0 13.10 Y.x 1nwa nue Min" Y 2O1q Miami euro • •*0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • �(� r 8 N DESIGN LOAD CAPACITY - PSP DESIGN SHAD CAPACITY - PSI 3/16' ANN. GLASS 3/18' HEA( STREEN'0. CLASS WINDOW 0199. GLASS TYPE 'C' GLASS TYPE '0' VINDOM DHSS. CUSS TYPE 'C' GLASS TYPE '9' 810111 (w) LENGTH (L) EM.(+) TNT.(-) EXT.(+) 157(-) WIDTH (8) LENGTH (1.) EXT.(+) 1NT.(-) EXY.(+) INT.(-) r AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W_ 87 AVE MIAMI, FLORIDA 33174 Il TEL, (305) 264.9.100 FAX (303)262-6578 090' Interloyor 090' IntcCoyer3 Baca*PVB SentryGlos 24' 75.0 80.0 80.0 90.0 28-1/2' 75.0 80.0 80.0 90.0 By 'Kuroroy America, 516.' By 'Kuroray Americo, Inc.' 30' 75.0 80.0 80.0 90.0 37' 75.0 80.0 80.0 90.0 3/16' ANN. GLASS 3/18' HEAT SIREN'S. CLASS 36' 75.0 80.0 80.0 90.0 53-1/8' 2/3"75.0 80.0 80.0 90.0 42' _ 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 SKJCONE SILICONE 48' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 ppp... DOW CORNING 899 ¢ GE SCS 2000 ///'''DOW CORNING 899 / GE SCS 2000__. 54' 75.0 80.0 80.0 90.0 3Y �_3/g• 75.0 60.0 80.0 90.0 i 1 , / 60' 75.0 80.0 50.0 90.0 53-1/8' 75.0 80.0 80.0 90.0 ' 65' 75.0 80.0 80.0 90.0 74' 70.0 80.0 80.0 90.0 Adlir , T2' 75A •0.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 p P © 24' 75.0 80.0 . 80,0 90A 3Y 50-5/8' TSA 80.0 80.0 90.0 AT 1/4 POINTS �I,I{ 'sl O ON 11TE5 WADER AT 1/4 POINTS O ON LITES WIDER �� 75.0 80.0 80.0 90.0 53-t/8' 71.3 78.0 80.0 90.0 ■■ ' I,{I)♦�� ''�� THAN 36 ONLY WIMP 5.=1 I 111111111 �� - THAN 36' ONLY 38' 75.0 80.0 80.0 90.0 74' 71.3 73.1 80.0 90.0 �.� `f 42' 75.0 80.0 80.0 90.0 28-1/2' 75.0 80.0 80.0 90.0 ,ILNouric:1;,� [rim M' 75.0 BO.O 90.0 90.0 37' 63' 75.0 80.0 80.0 90.0 /e X 1-1/4' SMS / /e X 1-1/4' SYS 54' 75.0 80.0 80.0 90.0 53-1/a' 67.9 72.5 80.0 90.0 , AT 3-1/2' FROM ENDS AT 3-1/2' FROM ENOS 60' 75.0 80.0 80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 J 1 TL A Yn ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY. FL. 33178 TEL. (305) 885-5299 FAX (305) 885-5902 • AND 10' O.C. MAX. AND 10' O.C. MAX. 65' 75.0 80.0 80.0 90.0 37" 78' 75.0 80.0 80.0 90.0 GLASS TypE 'C, GLASS TYPE 'D' 72' 75.0 76.6 60.0 90.0 53-1/8' 87.9 69.9 80.0 90.0 75.0 BOO 80 90.0 GLAZING OPTION$24' 30' 75.0 80.0 80.0 90.0 36' 75.0 80.0 80.0 90.0 IN 42'ao. 75.0 80.0 60.0 _ 90.0 48' 75.0 B0.0 80.0 90.0 r 54' 68.8 71.3 80.0 90.0 60' 60.2 84.2 80.0 90.0 L 66' 642 W. WIDTH 62 80.0 90.0 G WINDOW MOTH WINDOW MOTH 72' 1 �� _ _ ; ._r _ - - _ i _� 24' 39' 750 75.0 60.0 80.0 80.0 60.0 90.0 90.0 3 .'(0 38' 75.0 90.0 80.0 90.0 F I I I I 42' 72' 75.0 80.0 80.0 90.0 ti e i 1112 c 5 g i46' 75.0 78.6 80.0 90.0 SOL 3 '3 54' 58.8 71.3 90,0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED I I 1- I I 60' 60.2 64.2 80.0 90.0 VERRCAILY OR HORIZONTALLY AS SHOWN ABOVE. __L - _ J __._._..__.�. . _... 24' 75.0 80.0 80.0 90.0 W1N00W WIDTH) WINDOW MOTH WIDTH 30' 75.0 80.0 80.0 90.0 I „WINDOW ]6' 75.0 80.0 80.0 90.0 IIca2o rr , 42' 84' 70.0 70.0 80.0 90.0 t�I 4a' 85.8 82.8 80.0 90.0I 7\i = 54' 64.3 64.3 80.0 90.0S I ps,\ I2C75.0 80.0 80.0 90.0 " c,.- ° e $ Bsss nW. ffi WIDTH 30' 75.0 80.0 80.0 9Q.0 ] L _ •I • • 11 • y • • • 3e' ' 96' 73.0 78.2 80.0 90.0 • • . .,-+(' 1•• 42' 64.6 64.8 80.0 90.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE o Y'`_.----, i3 I a .. 4r ; „ „ z i .ti e �• I' WINDOW WIDTHI WINDOW WIDTH • NDOW -�• •� • • 48' 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). I • • • • • 24' 75.0 80.0 80.0 90.0 t- - 30' 75.0 80.0 80.0 90.0 Ener. J9VAO MMA) 1'R7DUCT REVISED 36' 108' 74.5 74.5 80.0 90.0 FTA / 0592 CML as ® Alk 42' 81.5 1 61.5 80.0 90.0 C.AN.3 C.A.N. .ttMFlarida BuildingCock Duild n8 Cods A.CPUIIIVC No I ��ll�.O 3 3 ; �J • • J • 24' 75.0 80.0 80.0 90.0 - Cr. iralton Dara iI M7 .77 J { • • . •• - • • • • • • • • • •.• • • 30 120' 75.0 80.0 80.0 00.0 / Li, no. �W09_r10 G ALLOWABLE LOADS FOR ALTERNATE SHAPES A5 SHOWN ABOVE' OR S't6L4R • GLE • .•• • • 36' 74.5 74.5 80.0 90.0 iD15 Dy. :uii.uri' :,la' •dT0wi0g VERIFIED BY IN50318!ND PICTURE WINDOW SWIPE ARl IS SOUt OR RAj SHOWN IN DOTTED UNES AND OBTAINING AUDWASr'E-15ADS FROM TNOSO SHAPES. • • - (sheet 2of 5 1 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • 12 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING it • •• •112 • • •f • • - TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVE) MULLION h MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS' SEE ELEV. FOR SPACING IWOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. 'MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1AND TRANSFER THEM TO THE BUILDING STRUC • • • •• • • • • • •• a, ••••• • • • • • • • • • • • • • • TYPIGL ANCHORS • • • • SSE ELEV. r0• SPACING • • • • ••• • • • .. s •• •id, WOOD BUCK • TYPICAL. *nerves SEE ELEV. FOR SPACING T 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 K9 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN, EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 2: 000 BUCK OR W000 StTU RE TYPICAL ANCHORS SEE ELEV. FOR SPACING 5 4, (GRADE 2 cos) INTO MUNI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3300 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS ern - 1500 P51 MIN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. En9r: JAVA!) AHMAD CML FLA. ♦ 70592 C JUL 2015 t'RODUCT ItSVISED m can,ptyiog wltlr U• F1 0 • & Building Code x •07,5" , A&& That" a No Expumion Dat& PTit.�Y O1 By Miami •o os 8 s 2 .S. drawing no. W09-20 (sheet Sot 5 ) ••• • • • • ••• • • • • • • • • •• • ••• • • • • • • • •• •• • • • •• • ••• • • • ••• • ITEM / PANT / RBQD. DESCRIPTION MATERIAL MAN?./SUPPUER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063-76 - 2 FY3C2 AS REOD. GLAZING BEAD- 7/16" CUSS 6063-76 - 3 FY303 As RE0D. ANCHOR COVER 6063-15 - 4 6203 AS 6600. GLAZING BEAD BULB NEOPRENE ULIFAFAB 5 FLB-501 GLASS SPACER - 1/6' HIGH SILICONE FRANK LOWS Al #10 x 1. 5 FRAME ASSEMBLY SCREWS CRS PH SW 7 r0120 - FLUSH FRAME ADAPTER 6063-76 OPTIONAL 8 - 2/ UTE SETTING BLOCK EPDM DURO AEIER 6565 SHORE A _ iYPCAL ANCHORS SEE ELEV. FOR SPACING 0•• MAMI-OADE COUNTY APPROVED MULLION SEE SEPARATE NOA z TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW MOTH WINDOW WIDTH •• •• • • • • .. RECT. OR SQUARE WINDOWS 1/4' MAX. SHIMS • r • . . . • • • • •• • • • • •• • • • •. : ti?ERIOt2• • •• • •• • • • • • • • • • • sot on. • • • • • • • • •• • • • • • • s • • ••• YDNDOW WIDTH • • e • 0 TYPICAL ANCHORS 556 ELEV. FOR SPACING 18Y 6 6000 BUCKS • ` CIRCULAR WINDOWS CORNER LIMITS 1/4' MAX. SHIM T1 PICAL ANCHORS SEE ELEV. FOR SPACING METAL rSTRUCIURE MRER CORNERS PRODUCT REVISED as complying with the Florida Building Coda Acccptmxa No111;12100 ;5"10 Ex intim Date Iq 6y s adc 680806 -J r VI 2 F � v w 8 �n o On ] f Z 3Z O 0 wog gA 3p' id r 9 43 11 !H 11 Ammo r 9 drawing no. W09-20 (sheet 4of 5 1 •• • • • • • ••• • • • • • • • • ••• • • • • • •• • • • • • • • • • • • • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. ALT. • t12-71111,-71 • • 3 • • • Ili NMI* • •� • • • • • •voN • • • • INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER %).4111111•11.4 ... METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• • • • • • •• HMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL. ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING •••• • • • • • • •••• • • • • • • • • • • • • • • • _Ti?UAL ANGORS • • • • • • • • SW ELEV. FOR ISPACING • • • • •• • • ••• • • • • • Enyr. JAVAD AHUAD CML FLA. P 70592 CA 3538 JU t 0 2015 PRODUCT RINVISBD m complying with who Rondo Building Code Acceptance No 15-O 15.10 BaDuo fTjrAll III 44 Miami Miami Ade Product IJ l z drawing no. W09 -20j sheet 5ot 5 ) ••• • • • • ••• • • • • • • • • • •• • ••• • • • •• • • • • • •• •• • • • •• •• ••• • • • ••• • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACC'F,PTANCE OA co Window Systems, LLC MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miam idad e.eov/econom y Medley, FL 33178 SCOPE: This NOA is being issued under the applicable .rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code inclu.'• • ••' • ____ . .ne. DESCRIPTION: Series "Eco -Guard 60" Aluminum Horizontal Rolling Window — L.M.I. o. TT • , tit e• "Eco -Guard Series- .1 um - oriz. • o mg Wdw. (L.M.I.)",sheets 1 through 5 of 5, dated 03/28/14, with revision a dated 05/23/14, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade Coun Produ • ISSILE IMPACT RATING: Large and Small Missile Impact Resistan • • nanufactur• logo,' bttj', state, model/series, and following statement: "Miami -Dade County Product Control Approved", unlessetlrenvise noted herein. • • • • • RENEWAL of this NOA shall be considered after a renewal application has been.fil€41 nd there•ln been. no change in the applicable building code negatively affecting the performance of triis prt duct. • • • • TERMINATION of this NOA will occur after the expiration date or if there has bean a•revisiop•or•ehange in the materials, use, and/or manufacture of the product or process. Misuse of this•tl•as an endprsement . • of any product, for sales, advertising or any other purposes shall automatically ter ninatdthis NOA..Failure• • to comply with any section of this NOA shall be cause for termination and removahof NOA. • . • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade •County, Midi, and• followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer" or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. • MIAMI•DADE COUNTY APPROVED NOA No. 14-0403.09 Expir on Date: Juno ,. Approval Date: June 19, 2014 Page 1 . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W14-11, titled "Eco -Guard Series -60 Alum. Horiz. Rolling Wdw. (L.M.1.)", sheets 1 through 5 of 5, dated 03/28/14, with revision A dated 05/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of an Eco -Guard series 60 aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7634, dated 12/09/14, signed and sealed by. Marlin Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,, complying with FBC 5th Edition (2014), dated 03/19/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE ... • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) •••••• . . . .. . .. . . . • E. MATERIAL CERTIFICATIONS • • • • 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont 19. N:hours i3i Lo., Inc for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, ylring do l21I 1/16...... 2. Notice of Acceptance No. 12-1231.09 issued to Eastman ChaniieaL Comjan,y £MA)• • • • • • for their "Saflex HP Clear or Color Glass Interlayers" dated&81f28/13, ex•pirrng on . 04/14/18. . .. • • • • • . F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), aria tffno financial interest, dated March 31, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. . . • . .... .. . . ... . . . G. OTHER 1. None. E-1 Mai uel Perez, .E. Product Control Exa finer NOA No. 403.09 Expiration Date: June 19, 2019 Approval Date: June 19, 2014 sheet 1 of 5 ) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ECO -GUAR 0 ALUMINUM HORIZONTAL ROLLING WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH•VfLO•IW• HURRICANE ZONE (HVHZ). • • ' • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TIANSFER• • LOADS TO THE STRUCTURE. • • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAIL•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. • • • • • • • • • • • •• • • • • •• 1/8" HEAT STREN'D GLASS .090" Interlayer Soflex Cleor Md Color Gloss By 'Eastman Chemical Co.' 1/8" HEAT STREN'D GLASS z E •• • �• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS 'INTO WOOD ONE,. • ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—CQMPRESSIBLE. • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL Y�tf�yS, Tr'y1l�1' • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SSIWL7'1AEET HE REQUIREMENTS OF THE FLORIDA BLDG. CODE. SILICONE DOW 899 74 1/8" WINDOW WIDTH 4 1/4" MAX. HEAD/SILL CORNERS 10 1/4" MAX. HEAD SILL N FALSE MUNTINS (SURFACE APPLIED) MAY BE USED I :7,1 ___I I __ .7 /� I II _ 1 TC_ '/ h D.I.A. (FIX. UTE) 33 11/16" 33 11/16" D.L.O. (VENT) 37 1/4" VENT WIDTH D.L.O. (FIX. LITE) TYPICAL ELEVATION 1 MAXIMUM DESIGN LOAD RATING - + 55.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 60.0 PSF 1/8" HEAT STREN'0 GLASS .090" Interlayer DuPont Butacile PVB By 'E.I. DuPont Oe Nemours & Co., Inc.' 1/8" HEAT STREN'D CLASS SIUCONE DOW 899 GLASS TYPE '13' 5/16" OVERALL LAM. GLASS GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Ener: JAVAD NAIAD CML FLA. PE/ 70592 CAN. 3 38 MA : 2014 Approved u complyle8 911111 Florida Bulding C Js� Bate NOAH (¢- Mleell Dade Product C I 51/r��d� z LL1 85 h 0 0461 ;1020 0 ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9 1 0 drawing no. W14-11 1 O W000 BUCK Q. EDGE DIST... TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" FROM EACH END AND AT MIDSPAN W2 = 1/4" X 1" WEEPHOLES AT 2-1/4" ENO AND AT MIDSPAN MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING SEALANT: ALL JOINTS AND FRAME CONNECT! JOINT SEALER. •• If • • • • • • • • y • • � • •• • • •• • • • • ••• • • • • • • • • • • SZEE.ems un IC!;yl2CHOP • • • '. FOR PQC4IG •• • • • • • r•• • • • • • JBY WOOD BUCK OM EACH S SEALED WITH 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPIC LI, ANC.,: (Fu -120 KSI, - 1 /4" DIA. UI TRACON BY 'ELCO' (Fu=177 K51, Fy. 55 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY •: TYPICAL^ANCHORS SEE ELEV. FOR SPACING TAL STRUCTURES 2 CRS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRs) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SEL OR JAMBS 1'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. Approved m coluplyiug wIlh Or 1norWn tuidIng de `f" Dale ROAN_ MI ed Dade Produ`t flra t, iii fo1L U COMP -ANL\W14-MECO d 8 0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • Y 1 drawing no. W14-11 sheet 2 of 5 ) 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE VENT HEIGHT WINDOW WIDTH 1/4" MAX. SHIMS 1 B WOOD BUCKS �- TYPICAL ANCHORS SEE ELEV. FOR SPACING 4' D.L OPG. EXTERIOR •W XO LAYOUT MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING •• ••• •• • • • •• NDOW WIDTH • ••• • • • • •• • • • • • • • • • • •. • . • • • • • • • • • • • • • • • • •• • • • • •• • • ••. . • • • • 1/4' MAX. SHIM Eng.: JAV�NiMAO CML FIA PE 1 70592, C.AN. 3538 014 BY WOOD BUCK/ STRUCTU;E al �L TYPICAL ANCHORS SEE ELEV. FOR SPACING Approved a complying wItb Apr Melds Bolding i. e MI wI Llade Product Co vol ILYL eGI_��6G - f�i t z �3 Fwn R g0, a, 0 O v0 •4 §1! rg abC 2 2 2 o o J j c W • n w N cor oc::."1 c jh Z 31.. 3 - o 0 W m� r dt 03-28-14 t 5 drawing no. W14-11 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • 4 • • • • • •• •• • 4 • •• •• ••• • • • ••• • • sheet 3 of 5 -yII .875 .050 TYP. f V, 4 1� . w .324--{ ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPIJER/REIIARK3 I r_ I 1 E53 1 FRAME HEAD 6063-76 .384 j- T E61 I FRAIAE SILL 6063-T6 - AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL, (306) 2649100 FAX. (305) 262E978 ~ i a1 1 I .625 .062 1.207 625 .6� 5 .050 TYP. 3 E62 1 SILL TRACK INSERT 6063-T6 = 4 E52 AS REDO. MOV. FRAME JAMB 6063-T6 2.687 056 NP. J062 9 VENT .875 TOP/BOTTOM RAIL ,769 5 651 AS REDD. FIXED FRAME JAMB 6063-76 - 6 654 1/ VENT FIXED Inc. RAIL 6063-16 - 10 GLAZING BEAD 7 E66 1/ VENT VENT MEETING STILE 6063-T6 6 1.56 1/ VENT VENT JAMB STILE 6063-76 9 E57 2/ VENT TOP A40 801701.1 RAIL 6063-76 - 10 E58 AS 6E00. GLAZING BEAD 6063-T6- 1.869 12 5L203P 2/ VENT SWEEP LATCH, AT 9-1/2" FROM TOP & BOTTOM - SULUVAN & ASSOC. 2.133 O1 FRAME HEAD 13 %8 X 5/5- 2/ LATCH LATCH INST. SCREW ST. STEEL EH SMS 0561 TYP .062 14 663 2/ VENT ROLLER HOUSING & GUIDE CELCON - 15 E64 2/ VENT ROLLER BRASS 875 5 1.258 16 E65 2/ VENT ROLLER PIN ST. STEEL - .875 11�� I� 1.695 II` 17 %8 X 1" AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 /8 X 3" 2/ VENT F1X. RAIL SILL SCREWS (SILL ENO) CRS P.H. SMS j - 8 JAMB 1.125 - STILE .625 a 19 W23181 AS REDO. PILE WITH INTEGRAL FIN WSTRIPPING - ULTRAFAB 1 ECO -GUARD SERIES -60 PLUM HOC. ROLLING WOW. (LM.I.)1 ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 3.188 1 .625 .078 1 2.0171.750 21 E207 AS RE00. BULB SEAL SANTOPRENE ULTRAFAB, OUROMETER 6535 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAfAB, DUROMETER 6535 23 WA2L 2/ WOW. WEEP VALVE - PREFERRED ENG. PRODUCTS 24 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL -P .625 - • • • • • •• • • . • • .500 .056 TTP. .8755 i F- F 1.550 1*-- 2.133 O FRAME SILL .110J -1.125 MEETING RAIL .062 9 1.719 625 82 L 1111 1""' E1t'I' ��E .340 T_____ .r_ .996 SILL TRACK 1.061 .815 J .062 © FIXED .050 1.094 MTG _ RAIL 1.786 -j.531 •• ••• • -FalIII .062 2.163 • • ••• 2.357 .056FIA. 062 2.259 ^^^^ i o $ 1 1 o 1. �-' l' • • ••• ••• • • • • • • • • • • • • • ••• • • • ••• . : • •• • • Env: JAVA° MI MO CNA PE / 70 �2i CAN. S :41 -' , / . 2014 Approved ¢1 complying with 16s Florida B j,¢d , A , "( 4 rAtH1 awl ade Product tel - O FIXED .625 1.344 •_ • • �' :• • • • FRAME JAMB L-2.448 O MOV. FRAME JAMB , drawing 4-1 . (sheet 4 of 5 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VENT TOP/BOTTOM CORNERS • • • • • • •• • • • • • 0810 81• • • • •• • •0• • • • • • • • • • • • • • • • • • • ••• • FIXED MTC. RAIL CORNER • • • • • • • • • • • • • • • • • • • • • • • FIAME•BOTTOM CORNER • • • • • Engr. JAVA° ANMAO CML FLA. PE 1 70592 C.A.N. 3538 tppwvcJ w co opb-ivg uilh thr FhrW k M, Ip ` t 'onnd 8 2{14 raLV •• • • • • • • 000 • • • • • • • • • • • ••• • • • • • • • • • • • • • • 110 • • • • • • • • • ••• • • • ••• • • z Oh I&0 o � g 8� o�q3m as Er J U o J u2 m & W n N coo O c ' h 0 Z�o w W a, 0 n 0 0 Y X41 0 0 D C drawing no. W14-11 sheet 5 of 5 MIAMI.DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ( CO Windows Systems, LLC 1T4 N. W.1061° Street, Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AI -IJ). 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, includin the Hi : h Veloci Hurricane Zone. DESCRIPTION: Series 600 Aluminum. Outswing Doors-L.M.I. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.ov/economy APPROVAL DOCUMENT: Drawing No. W12-1: ' ev titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, 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 Co MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: . See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or Double Door DP.t:atings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf wiKitk shall not to exceed 37". See locking options 1 & 2 in sheet 7.1. • • • • • • 2. Laminated glass types GI and 02 are limited to .090" Kurarary's Butacite PVB and ype G3 Ts limited to Insulated laminated glass w/ .090" Solutia interlayer. • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo) o�tj state a l dies and following statement: "Miami -Dade County Product Control Approved", noted herein. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed anertkeie has Seen do 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 cl >gia the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an ekorsetpcnt o itity product for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with jiy section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. . .• . . . . • .• MIAMFOADE COUNTY APPROVED Expiration . ate: March 20, 2019 Approval Date: October 15, 2015 Page 1 . . ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. 13. TESTS (submitted under file #12-0402.03) 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, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5't' Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS -1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). .... E. MATERIAL CERTIFICATIONS • . . •••• 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc.•(Fornmer E.I6 O Ppnt DeNemours & Co., Inc. for the ".Butacite ® PVB interlayer", expiring efl•1011/16. • • . 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Cofnpany (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expi;igg on 05/21Zti • 3. XL Edge seal System 201 SS spacer by Cardinal IG. • • • • • • • • ••• •• ••• • F. STATEMENTS • 1. Statement letter of conformance to FBC 2014 (5°' Edition) and letter of np fiti4cial i9terest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed byJavad Ahmad;1 . • 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering &' Vesting, Ine .4igped aril . . . . sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. E-1 •. haq I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 • • • • • SERIES 80Q ALUMINUM OUTSWINQTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT SBEEN DESIGNED REQU REMENTS 0FTIIE FLORIDA BUILDING CODE IN C UDia RIGH t/ELsc• • • • • IT1� • HURRICANE ZONE (HVHZ). • • • 18Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORPROPZRLY TO TRANSFER LOADS TO THE STRUCTURE. •• ••• •• • • • •• ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT 10 BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. • • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART 0 THIS APPROVAL • • • • • • A LOAD DURATION INCREASE 15 USED IN DESIGN OF 81410RS SNTO WOOL:Ot. COMEw MATERIALS CONTAC T OING BUT NOT UNITED TO ACT 9TH OTHER DISSIMILAR MATERN S ,SHALL'1IPETTHE"' • • • • - REQUIREMENTS OF THE FLORIDA BLDG. CODE. • 1/8' HEAT STREN'0. GLASS .090' Interloper Buloclte PV8 By Kuroroy Americo, Inc.' 1/8" HEAT STREW°. GLASS SIUCONE DOW CORNING 899 .Acs TYP_ F 'Gi' 1/8' TEMP. GLASS -5/16" AIR SPACE 1/8' HEAT STREW°. GLASS .090' Interlayer ScIlaz Clear Md Color Gloss By 'Eostmon Chemical Co.' 1/8" HEAT 5TREN'D. GLASS 3/16" HEAT 5TREN'0. CLASS .090' Inte.oysr 8ulacils PVB By 'Kuroroy Americo, Inc.' 3/16' HEAT STREN'D. CLASS SILICONE DOW CORNING 899 SETTING BLOCKS AT IAM. CLASS REOD. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS �LA.$S_TYR�.Sr_2� SIUCONE DOW CORNING 899 ST. STEEL METAL SPACER sI GLASS TYPE 'GS' SILICONE SETTING BLOCKS AT INSUL. IAM. GLASS NOTCH GLAZING BEAD LEG 10 CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE. NOT REQUIRED. �E'n9'b J1,500 AH18.0 CIVIL PE r 70592 3538. • • • • • • • • • • • • • • • • • • • • 4 2015 /SOUK Ir REVISED r eewpyhli w118 ac Florida Midis& Cee, Musser. No £glresiee Dom r/Art 24 DI' 1s� \•LIAN•^(Y Mo.a.I WF irmleri Cselrnl 0 2 8 0 drowing no. W12-08 sheet t of 91 ••• • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • • • • •• •• • • • •• • ••• • • • ••• • 39 3/4' MAX. 5' MAX. HFA/SILL CORNERS J FRAME WIDTH 12 - MAX. r 0ISLLL7 1 1 SURFACE APPLIED FALSE MUNTINS UR DECORATIVE GRILL MAY 8E USED ACME 1 LOCH OPTIONS 11 OR 12 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION 12 IE a 26 15/16' D.L OPG. 37' MAX. LEAF WN* DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) 000R DIMS. LAMINATED CLASS FRAME WIDTH LEAF WID14 FRAME HEIGHT EXT(+) INT(-) 39-3/4' 37 sr 70.0 75.0 • 76' MAX. FRAME WIDTH HEAD h SILL ANCHORS AT STILE ENDS (4) AT 3' O.C. 5' MAX HEAD/SILL CORNERS 12' MAX. HEAD SILL i -___x_= �a' _ In 61 DOOR OIIAS. LAMINATED GLASS FRAME 1LEAF MOTH WIDTH FRAME HEIGHT EXT.(+) INT.(-) __ / II11 / 11 / U. / IIS( \ \ \\ 1 \ - r S2 ro =+ n e — ``;; — g J — / VI_) / H it / ��y1 A '/l' ^ /,j \ VI \ 11n \ 11 ____=_ l\ I,\ 11 \i \� • , I LOCK OPTIONS /1 OR 12 \ (OPTION 2 SHr SEE SHEET 7. FOR DESCRIPTION I /, l / / / / / / / 1 y ( INACTIVE 11 1/I ACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY 8E USED • • • • • • • • • 44111111144216811• • • • •• D.L.O. HEIGHT = FRAME HEIGHT - 11.125' 01.0. WIDTH (X DOORS) a FRAME WIDTH - 12.813" 0.1.0. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 • ••• • • • • • • • • • • • • • • • • • • • • • • • 8 • NOTe • • • • • • • • •• • • EGRir REOUIPEI etITS•TR 413E REVt5 • • • BY ILDING OF DIAL. 26 15/16' D.L OPG. 26 15/16' D.L. OPG. 37' MAX. T LEAF ROTH DOORS LOAD CAPACITY - PSF DOUBTS (XX) DOOR OIIAS. LAMINATED GLASS FRAME 1LEAF MOTH WIDTH FRAME HEIGHT EXT.(+) INT.(-) 76' I 37' 96' 70.0 75.0 37 3/16" MAX. S" MAX. 11EAD/5ILL CORNERS FRAME WIDTH 8 tO pU C ___JL_--- __-JL ----ter __Z____ ="_ ii it II il il ii ii [• 'IfIf li ll u 11 SURFACE APPUEO FALSE MUNTWS OR DECORATIVE GRILL MAY 8E USED NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCAO5-OEC-219 32 3/4' m D.L OPG. (0) STAND ALONE SINGLE SIOELITE SEE SHEET 3 FOR CAPACITY Eng,: JAVA° A1UU0 CML FLA PE 70592 CAN. 1513 MIMIC REVISED eo r •dFu6 xi1M 1Me 61.46. -�--,[ LA 'rptss[►° NolSro6o3 13 ri t lseinimA DAN `l o c g g AAia11 cow zo ¢4Nh cg cgo of02 a1y o '<o o4;a Q l45 gciazrir u 11 t 0 Y 0 g 6 H yo Y 8 9 k drawing no. W12-08 sheet 2 of 9) ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • • DESIGN LOAD CAPACITY - PSP SAND ALONE SINGLE SDEUIES 510EL1TE SIDEUTE WITHOUT FRAME FRAME HEIGHT REINFORCING TOTH NCHE5 INCHES EXT.(,') INT.)-) 24 NT.)-) 70.0 75.0 30 / / 1 / __L_i__ ---1i7-- 70.0 75.0 36 82 70.0 75.0 37 75.0 70.0 75.0 42 82 61.7 66.1 24 75.0 70.0 75.0 30 75.0 70.0 75.0 36 86 - 70.0 75.0 37 66.1 70.0 75.0 42 75.0 61.7 661 24 70.0 75.0 30 75.0 69.8 69.8 36 62 64.1 64.1 37 63.3 63.3 24 75.0 63.3 63.3 3098 66.1 57.6 67.0 36 53.1 53.1 37 75.0 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF S!DEU1ES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) S10EU1E SIDEUTE WITHOUT WITH FRAME FRAME REINFORCING REINFORCING WIDTH I4CHE5 11EIONT INCHES EXT.(+) NT.)-) EXT.(+) 947.(-) 24 / / 1 / __L_i__ ---1i7-- 70.0 75.0 70.0 75.0 30 �. 70.0 75.0 70.0 75.0 36 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 81.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 36 86 70.0 75.0 70.0 75.0 37 70.0. 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0. 70.0 75.0 3082 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 3088 57.6 07.8 70.0 75.0 36 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 REINFORCING AS REOD. SEE CHART 510EU1E WIDTH 1111111111rai ri(,. 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) FALSE MUNIINS OR 148" MAX. 5" MAK. HEAD/S1LL CORNERS 3" TYP. 8" / 1 TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT Y O.C. CLUSTER OF (4) ANCHORS AT NEAR/SIL 12" MAX. rSILLHEA1 SILL SURFACE APPLIED DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DECORATIVE GRILL MAY BE USED GLASS D.L.D. 0444$, OLD. HEIGHT (SIDELITE) - FRAME HEIGHT - 1111000" • • • • • • • • • • D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.468" • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • 32 3/4' 0.L OPO. SOELRE FRAME YAOTH MAX. SEE CHART AT LEFT 26 15/18" D.L. 070, 26 15/16" 0.1. OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 78" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) cd* 74740444106 REVISED 80. a yl�wII5 IE4 fluid* M"I8s 6..0 Uaq S z.! q saw Cried MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER RIC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 En9r. JAVA0 AHMA0 CML 1A711.705892 04 2015 N z E# • od 8 ao 0t 00 o 4..( i a �� 410113. al 65i L. t v 443 E c 1.1 '2 drawing ro. W12-08 sheet 3 0l 9__) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ) ii // ,/ \ \ 10 h m O1 LO /1 (0 SECC Fjilt \ \ \ i VW/, a .Ll.� n '/ to m / :K DPA`!li. OR//2 71,071 1 5 SHEET OESCR' . J / OW .1 10 __JL____ =--1[" it o -- / / 1 / __L_i__ ---1i7-- = 47 u Til H ........ , c _ - _. / / __ \ \ -__g____ / IJi it u t./. li/' H// li I' ii _.L n it if it \ i1 H11 \ \ u, \ �. it -- 1 Y /'/ Al 1( ==__JL ,r 4, I1 II N ===of==== 11 11 H it V l/��' O _ -�� 1 •, I 1 AC IVE- 'i- INACTIVE SURFACE APPLIED DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. DECORATIVE GRILL MAY BE USED GLASS D.L.D. 0444$, OLD. HEIGHT (SIDELITE) - FRAME HEIGHT - 1111000" • • • • • • • • • • D.L.O. WIDTH (SIDEUTE) - FRAME WIDTH - 4.468" • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • 32 3/4' 0.L OPO. SOELRE FRAME YAOTH MAX. SEE CHART AT LEFT 26 15/18" D.L. 070, 26 15/16" 0.1. OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 78" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) cd* 74740444106 REVISED 80. a yl�wII5 IE4 fluid* M"I8s 6..0 Uaq S z.! q saw Cried MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SO. FT. PER RIC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 En9r. JAVA0 AHMA0 CML 1A711.705892 04 2015 N z E# • od 8 ao 0t 00 o 4..( i a �� 410113. al 65i L. t v 443 E c 1.1 '2 drawing ro. W12-08 sheet 3 0l 9__) ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/16' MIN. THROW BOLT PENETRATION A "°>` w TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/2" MN. THROW BOLT PENETRATION 00 EDGE 0151. 4.4 GtA2WC OPTIONS SEE SHEET 1 EDGE 08T. • PROPERLY SECURED IBY W'000 BUCK EDGE DIST 0 TYPICAL ANCHORS L SEE ELEVATIONS FOR SPACING 2BY 16000 BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 18Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY ELCO (0e=177 1651, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1; LL (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") • • • • • • • • • IIIPTO 0 *1. STRUCTURES ,;'30 s„ N. • •• • • • ••• • .:.•-••• i•• �TYPI•L ANG10RS SF[ CLEVA7 NS • SPACINj • ••• • • • • • •• • • 4EE:: 1/8" THK. MIN. (Fy = 36 KSI MIN.) •AIUMiNYM : 1/8" THK. MIN. (6063-15 MIN.) • (STEEL It, CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) • • •• TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INT WOOD STRUCTURE - 1" MIN. • • • • • • II�i'O j1ETjL• TRUCTURE - 3/4" MIN. • • • • • • • • • • • • WOOD AT NE.sa 0R JAMBS SG = 0.55 MIN. • • • • CINCRETEliAI AEAD, SILL OR JAMBS rc - 3000 PSI MIN. • • C-41 HOLLY/FILLED BLOCK AT JAMBS I'm = 2000 P51 MIN. EDGE 0157. METAL STRUCTURE 5 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 11 MIA1.11-DADE COUNTY APPROVED 11; q CLIPPED MULLION I ji SEE SEPARATE N. II 11 (� II EA9r: JAVAO AHMA0 CML PE ! ] 53070592 N. (14(U11) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 16 8 U 1MLODUC1' REVISED w to•F•ylolt will; tie FMMt AMWuee No 1S-004.111 11 1 n.el2iu m,[2.411.1_ DOOR DETAILS ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • 8 6 B r sheet 4 of 9) CONCEALED FLUSH DOLTS LEVERS AT STILE FACE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 B W000 BUCK 0 URAL STRUCTURE SEE SPEC SHEET 4 SINGLE DOOR FRAME WIDTH 1/4' MAK• SHIM .' TYPICAL ANCHORS SEE ELEV.=Y^ FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS /1 OR j2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION Jo 4"u CONCEALED FLUSH DOLTS LEVERS AT INSIDE FACE 01511LE CONCEALED FLUSH BOLTS LEVERS AT SNLE FACE ACTIVE LYAF 2 POINT LOCK 755E1ABLY 76' MAX DOUBLE DOOR FRAI/E WIDTH • • •• €X1 RYOR • • • •• •• • • • • • • • • ••• • • 3o(K OPTION it DOOR DETAILS Er19C JAVAO AHLUD CML RA PE J 70592 N. 3578 2015 RE ET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING PSWOUC F REVISED M a•WN.t whir Ire 1•bM . r.IdIgGW. Amos*. Ne K-DEA13 V..e►r1w1.. Ogle_ Maid Wei PiN,n C..Nd B u i v w 8 .®d drawing no. W12-08, (Anent 5 of 9� ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • sheet 6 of 9 ) • TYPICAL ANCHORS -SEE ELEVATIONS EDGE DIST. ntONS • I/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4- MAX.. TYPICAL ANCHORS SEE E%LV. FOR SPACING EXTERIOR D.L.O. 42' AT 86' HT. 37' AT 98' HT. IBY WOOD BUCK MAX. SINGLE SIDELITE WIDTH /12 SMS AT V FROM ENDS AND 11' 0.C. MAX. •• ••• • • • • • •• • • • • • • •• ••• 01.0. REINFORCING AS REDO. SEE SHEET 3 TYPICAL ANC14085 SEE ELEV. FOR SPACING 8 EXTERIOR SIDELITE WIDTH LEAF W:OTH 39 3/4' (SINGLE) 76' (DOUBLE) MAX• . UNIT FRAME WIDTH MAX. DOOR FRAME WOTH •• • • • •• • ••• • • • •• • • • • • • • • • . • • • • • • • • • • • . • • • • • • • •• ••.• •.•• S ••• • • • • • SEE ELEVATIONS FOR SPACING SIDELITE DETAILS Ergs JAVAD AHMAD CML FLA. PE 70592 ,CAN. 3530 420):1 0 N g� 4 droving no.1 W12 -08J ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. r , .._-4:7111 1gi i,. 0 1 1ok '.Is 0 „-ti SIDEUTE FRAME HEIGHT O.L OPG. 0 W GLAZING OP F SEE SHEET F`' 00 o 0 T2 _ _ ..a a IYOV•dl dN(•W EDGE DIST. ntONS • I/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4- MAX.. TYPICAL ANCHORS SEE E%LV. FOR SPACING EXTERIOR D.L.O. 42' AT 86' HT. 37' AT 98' HT. IBY WOOD BUCK MAX. SINGLE SIDELITE WIDTH /12 SMS AT V FROM ENDS AND 11' 0.C. MAX. •• ••• • • • • • •• • • • • • • •• ••• 01.0. REINFORCING AS REDO. SEE SHEET 3 TYPICAL ANC14085 SEE ELEV. FOR SPACING 8 EXTERIOR SIDELITE WIDTH LEAF W:OTH 39 3/4' (SINGLE) 76' (DOUBLE) MAX• . UNIT FRAME WIDTH MAX. DOOR FRAME WOTH •• • • • •• • ••• • • • •• • • • • • • • • • . • • • • • • • • • • • . • • • • • • • •• ••.• •.•• S ••• • • • • • SEE ELEVATIONS FOR SPACING SIDELITE DETAILS Ergs JAVAD AHMAD CML FLA. PE 70592 ,CAN. 3530 420):1 0 N g� 4 droving no.1 W12 -08J ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MEM 1 PART 1 9666. DESCRIPTION MATERIAL MANP./SUPPWER/REMARKS E601 - DOOR FRAME HEAD/SILL 6063-16 - 2 (602 - FRAME COVER 6063-16 - 3 E603 - DOOR FRAME JAMB 6063-16 - 4 E604 - 31.0(1116 TOP & 901108 FRAME 6083-76 - m 5 E628 6605 - - 506UTE 4' BOTTOM FRAME 6063-T6 - S;OELDE FRAME JAMB 6063-78 - 6606 STO SLIP ON JAMB 6063-18 - E607 - LEAF TOP & BOTTOM RAE. 8083-18 (625 LEAF 9' BOTTOM RAIL 8063-18 8 (608 - LEAF W'5TRIP ADAPTER 6063-76 - 9 6609 - LEAF HINGE STILE 6063-16 - 10 1_ ..._ 11 E610 E611 - - LEAF LOCK STILE LEAF ASTRAGAL STILE 6063-16 6063-T6 - - 12 6612 - LEAF AUGNMENT BRACKET 6063-16 - 13 (613 - LEAF CLAMP 6063-78 4-1/4' LONG 13A E613 - HINGE BACK-UP PLATE 6063-76 12' LONG E614 CUING BEAD (5/16' LAM. GLASS) 6063-16 - E109 -- GLAZING 5EA1) (7/16' LAM. GLASS) 6063-T6 ® 16 (615 6616 ... - - GLAZING BEAD (NSUL GLASS) 8063-16 - SNAP COVER 6063-T6 (613 - BOLT SUPPORT 6063-16 NOT SHOWN 18 - AS RE00. SIDELRE MULIJON REINFORCING 6063-T6 - 19 FD -107 3/ LEAF BUTT W5CES ALUMINU8 SULLIVAN 8 ASSOC. 20 F81202 - FLUSH DOLT LEVER - SULLIVAN & ASSOC. F8R9145S - CONCEALED FLUSH DOLT ROD ST STEEL SULLIVAN h ASSOC. 112 SMS AS RE00. FRAME ASSEMBLY SCREWS- 112 X .3/4' - HINGE INSTALLATION FASTENERS - FH SMS .23 Y4 - - 3/5' OLA. THREADED ROD STEEL - 25 W11323 - PILE 11/STRIPPING WOOL LATRAFA8 26 F20618-01-3020 - BULB W'SIRIPPWG SANTOPRENE EP00 6206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB m 29 - E822 0 - GLASS SPACER SILICONE FRANK LAWS RUBBER CO. FLUSH BOLT CUP NYLON - 30 OLOI RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE N1E51005 31 OL01W8 - WHITE 801.3 SUPPORT BLACK POLYETHYLENE ACME PLAST0 33 110 X 3/4' 2/ ADAPTER FN SELF DRILLING SCREWS - - 34 35 - - ® 2/ UTE SETTING BLOCK. 1/4 X 1/2' X 4' LONG EPOM AL 6' FROM EACH END. WR08ETER 5035 SETTING BLOCK. 1/4' X 3/4' X 4' LONG EPO IA AT 6' FROM EACH ENO. OUROMETER 60±5 •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .• • • . • . • . . ••• •• • • • SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SCHNEE MOREHEAD JM5504 SEALANT. SEALED WITH Engn JAVAD ANMAD CML + FLA PE 70592 J C 'N. 536 47015 J z11 1! g w Ct 0G • O6<g Q0Ogitirc ,e 7 a B T ►Rorer €b 000151 Cabo G Ij mLc a Bet! . 10 L1. y kVA., 10-0 Wm, ry/A nNetC01001 s L - drawing no. W12-08 sheet 7 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • •• • • • • • • •• ••'• • • •• •• ••• • • • ••• • • LOCKS. _OPTION 11 • AcTrJE LEAP 4 POINT LOCK ASSEMBLY ()LOT -60132 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2' DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT 0010041 ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING R005 LOCK HANDLE LOCATED AT 42-1/2' FROM BOTTOM INACINE LFAF: 2 PONT LOCK ASSEMBLY 8Y 'INTERLOCK USA INC.' 1/2" OTA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK 81 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM AC1NE HINGES: / / / / / / / ,, C•i \ \ \ \ \ \ t '7 I ' 1 i i I III \ \ \ \ \ \ \ ) /, / / / / / / / ACTAE NNCTNE 3-1/2" 2 7-5/8" X .122' THIC. EXTRUDED ALUM HINGE PMT ,FD -107 BY SULLNAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT G0-1/4" FROM BOTTOM TOP HINGE AT 11 -3/4" FROM TOP CENTER HINGE AT 4805PAN (38' 0.C. MAX.) HINGES FA58ENE0 WITH 110 X 1" FH 5415 (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB • OPTION /2• ACTIVE LEAP CONVENTIONAL 000R LOCKSET WITH HANDLE DELTA 690 8Y 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEAL 60 FLUSH BOLTS BY 'SULLNAN & ASSOC.' 1/2" X 2 THROW BOLTS ENGAGING FRAME AT HEM AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) /8-32 X 1/2" FH MS INACTNE LEAP CONCEALED FLUSH BOLTS 8Y 'SUWVAN & ASSOC: 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO ST LE WITH (2) 18-32 X 1/2' FH MS ..... • . . .. .. •. • . . • • • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • IRODUCF REVISED 04comply*•N►4* 61ON44 b•A&Als CAM Areep11 Nu 1 *OS DX. I; Ry4e.w Mk q AiaJ tCrtlrel z O� et a p, -C 2 0t M o e w.0 tx� .0tew36 8 tLI -J UI a oN rnr- it O o� 2 • m Z6R o aJ U w Li o 111 drawing no. W12-08 sheet 7.1of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.750-1 1"-.519 + --{ I �.J94 + -{ I�.1 S0 l 61,114.141] CDU.P-ANL\W12-6BE65) 4.000 x.078 I I �{I 4,031 .078 4.750 .803 045 .803 050 .801 .045 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 TEL (305) 2848300 FAX. (305) 2624978 .625 -.--..--T,1 -�--- � 0 DOOR FRAME 2.062--4i HEAD/SILL 1 625 ` P -11.047 8 GLAZING BEAD 5/16- CUSS P 1u GLAZING 7/15' 1"047 BEAD GLASS I� P i 1.172 1s GLAZING BEAD INSUL. GLASS �I {,000-»{ � \'1 LEAF - 1.507 �-I TOP/BOTTOM RAIL r'-507 4.781 0 SIDELITE 0_, .078 I 1.507-41 1.750 TOP & BOTTOM FRAME 1.525 3.718 .-.-4.719 .078 I{-.078 1.750 __ 1.507 -JI 3 d Q § ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL, 33178 TEL (305) 885-5299 FAX (305) 805-5902 8.250 1.900 7.531` 312 062 /� l`1 LEAF W'STRIP ADAPTER I[f/ PRODUCE' Mai r waN171i.s rttw we Morita WrN.%Cei» Malawi Nol. JS_ 8ld 3•/3 rtrlrelw D 312419 LEAF 4.000 HINGE STILE 5.344 4.000 ( r... M ts4,......,\ `CwMd hisr Nir r/•f•cl } 2.081 I. 50 } ;L- • ��7 I .094 .312 l-1 n .442 -'329 078 7A 1.750 -+1 9" BOTTOM RAIL ,z 1.584 1II 0 � LEAF .078 LOCK STILE J FRAME P 11 1.612 -in COVER 1,507-1 LEAF ALIGNMENT BRACKET 750 211 �- ggYg ,n111 `u Y yy i R 4 4 wC A 4 1--- 5.344 .078 5.719 •078 1.375 1.574. u LEAF 125 CLAMP ' J.781 �{f .125 x.687 Ir 1.507 - 1.7502'081 -050 .154 15 SNAP COVER 1.97 I-7-1fII 11 LEAF 4.000 ASTRAGAL STILE HINGE BACK-UP PLATE a `o " P c - - V 5 8 B ... g S� . 8.281 • • • • • • • • • • 9003 • • • • • -^j 1.2.50 I --•719 18 SIDELITE MULUON REINFORCING 1.500 -.625 �- I 1.5pp -4{ y • • • • - 7 • • • • • •• • • • • • •• • • • • •• T- 4.000 .078 - - • •• • •• ••• • • • • • ••••�• n i : ,�-, ^(-'' - 1 .=n 1 0$ 1 3 ,_,1.107 1 I 1. I.078-•-- • • • ,- • -• l • • • 1625 ) 4,188 Cnlr: JAVA) A14AA0 CML M. PE 17A592 GAN. 1538 4.000 2.097 q• - •• • • • • 078 Q`d of , 201, drawing no. W12-08 • • 4.000• 4A . • • • \"/ DOOR FRAME JAMB •.. (7) SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (7) SIDELITE SUP ON JAMB sheet 8 of 9 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 DOOR FRAME CORNER SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER 0 0 Enw: JAVA) NiNAO j 7)594 3535 LEAF CORN0 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 drawing no. W12-08 5hest9 of