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WS-14-308
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 210345 Scheduled Inspection Date: April 08, 2014 Inspector: Rodriguez, Jorge Owner: DOUKAS, PATRICIA & HARRY Job Address: 374 NE 100 Street Miami Shores, FL 33138 -2421 Project: <NONE> Permit Number: WS- 2- 14-308 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)757 -8550 Parcel Number 1132060135420 Contractor: KEYS WINDOW AND DOOR COMPANY Phone: (305)587 -0477 Iswia comments REPLACE 15 WINDOWS WITH IMPACT WINDOWS INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 207414. No access, no one home Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 08, 2014 For Inspections please call: (305)762 -4949 Page 29 of 37 r Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 l� BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 374 NE 100 Street Permit No. FEl? It 2014 FBC 20 Master Permit No. U)_5 / % _'W& ROOFING City: Miami Shores County: Miami Dade zip: 33138 Folio/Parcel #: 11- 3206 - 013 -5420 Is the Building Historically Designated: Yes NO Zone: OWNER: Name (Fee Simple Titleholder): Patricia Doukas Phone#: 305 -898 -0899 Address: 374 NE 100 Street City: Miami Shores State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: pdoukas0906@bellsouth.net CONTRACTOR: Company Name: Keys Window and Door Company Phonej: -'305- 587 -0477 Address: PO Box 598 City: Long Key State: FL Zip: 33001 Qualifier Name: John Sogegian Phone#: 305 - 587 -0477 State Certification or Registration #: CGC1513148 Certificate of Competency #: Contact Phone #: 305 - 587 -0477 Email Address: keyswindow@comcast.net DESIGNER: Architect/Engineer: Emma Mellinger Phone #: 954- 784 -6991 Value of Work for this Permit: $ 8,900 Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New *Repair/Replace ❑Demolition Description of Work: Replace 15 Windows with Impact Windows Color thru tile: Submittal Fee Scanning Fee $ Permit Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $_ Technology Fee $ TOTAL FEE NOW DUE $ f 3 • q b 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 6z�—, - 0"- Owner or Agent The foregoing instrument was acknowledged before me this 11/ day of _� 20 by ' who is personally k22wa to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: t Z, It JUUEANNSOOEam MY C MMISSM # EE 029446 EXPIRES: September 26, 2014 Bonded Nu Nagy PuW underwriter; Signature 6 ' Contractor The foregoing instrument was acknowledged before me this day of , 20 C�% > by — ljau who is personally known rn ime or who has produced identification and who did take an oath. NOTARY W COMMISSION 6 EE 029446 EXPIRES: September 26, 2014 Bmded rmu Noma weft umwwritm My Commission Expires: v ✓ My Commission Expires:�i /� �k�k�ksk�k�k�k�kNsok�k�k�k�ks K%��H�k�l:�k�k�k�k�k�k�k�k�k�k* ��k�k�k��k= k�:l��k� k�k�kol:* �kX���: I: A=> K�I: �Y•: h�K�k% �ak��K�Y• �B��k�K�# �I: �KN���k* ��kH- �k�k�kok�kX��kX�sk% k�k�k�K�k�h�8s :kikak�=k�k�It�H�kak�k�Ia�t APPROVED BY Plans Examiner _ Zoning Structural Review (Revised 3 /12/2012)(Revised 07/10/07)( Revised 06 /10/2009)(Revised 3/15/09) Clerk Property Search - Report MIAMI -DADE COUNTY PROPERTY APPRAISER Lazaro Solis PROPERTY APPRAISER Property Information: Folio 11- 3206 - 013 -5420 Property Address 374 NE 100 ST Owner Name(s) HARRY J DOUKAS TRS PATRICIA F DOUKAS TRS Mailing Address 374 NE 100 ST MIAMI SHORES FL 33138 Primary Zone 1000 SGL FAMILY - 2101 -2300 SQ Use Code 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT BedsBaths/Half 31210 Floors 1 Living Units 1 Ad). Sq. Footage 2,381 Lot Size 8,625 SQFT Year Built 1939 Full Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT & E1/2 LOT BLK40 LOT SIZE 75.000 X 115 OR 12960 -2727 06861 Assessment Information: Year 2013 2012 Land Value $160,546 $123,627 Building Value $167,484 $187,544 Market Value $328,030 $311,171 Assessed Value $141,977 $139,604 Benefits Information: Benefit Type 2013 2012 Save Our Homes Cap Assessment Reduction $186,053 $171,567 Homestead Exemption $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (is County, School Board, City, Regional). Disclaimer: http://gisweb.mianiidade-gov/PropertySearcli/pfirtff&p.htm Aerial Photography 2012 Taxable Value Information: Year 2013 2012 Exemption/ Taxable Exemption/ Taxable County $50,000 /$91,977 $50,000/$89,604 School Board $25,000/$116,977 $25,000/$114,604 City $50,000/$91,977 j $50,000 /$89,604 Regional $50,000/$91,977 $50,000/$89,604 Sale Information: Date Amount OR Book -Page Qualification Code 06/28/2012 $100 28232 -2205 Correctioe, tax or QCD; min consideration 06/01/1986 $90,000 12960 -2727 2008 and prior year sales; Qual by exam of deed 08/01/19811$116,0001 11193 -0599 12008 and prior year sales; Quai by exam of deed The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, its use, or its interpretation Although this website is periodically updated, this information may not reflect the data currently on file at Miami -Dade County's systems of record The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp. Property information inquiries, comments, and suggestions email: pawebma l@miamidade.gov GIS inquiries, comments, and suggestions email: gis@n iamidade.gov Generated on: Wed Feb 19 2014 1 of 1 2/19/2014 8:39 AM Keys Window and Door Company Contract for Labor and Materials P.O. Box 598 Long Key, FL 33001 305 -587 -0477 CGC1513148 Job address: Patty Doukas 374 NE 100`" Street Miami Shores, FL Pdoukas09O6 a bellsouth.net 305- 898 -0899 Price includes installation, caulking, screws, debris removal, trim, drywall repair, and tax. Building Permit is additional. Actual cost is charged. 50% deposit required to place orders. Balance due upon completion. White Aluminum Frames. 5/16" Gray Tinted Laminated, Heat Strengthened Glass. All products include screens. All Products Meet Large Missile Impact Requirements. (3) 74 x 38 ECO 200 Impact Horizontal Roller Windows, with screen. xo. $750 each $2250 subtotal (2) 58 x 51 1/2 ECO 200 Impact Horizontal Roller Windows, with screen. xo. $850 each $1700 subtotal (4) 37 x 51 1/2 ECO 200 Impact Horizontal Roller Windows, with screen. xo. $500 each $2000 subtotal (1) 37x 39 1/4 ECO 200 Impact Horizontal Roller Windows, with screen. xo. $450 each $450 subtotal (1) 37x38'/2 ECO 200 Impact Horizontal Roller Windows, with screen. xo. $450 each $450 subtotal (1) 37 x 50 1/2 ECO 200 Impact I-lorizontal Roller Windows, with screen. xo. $500 each $500 subtotal (2) 37x 38 1/4 ECO 200 Impact Horizontal Roller Windows, with screen. xo. $450 each $900 subtotal (1) 19 x 38 1A ECQ 100 Impact Single I lung \ \Vinclokv, vvith screen. $350 each $350 subtotal Tortai $8,600 Casements: Add $150 per vvindo\� . �� Ql1D Signature: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Keys Window and Door Company BUSINESS ADDRESS: PO Box 598 CITY Long Key STATE FL ZIP CODE 33001 BUSINESS PHONE: 3( 05 ) 587 -0477 FAX NUMBER 3( 05 ) 396 -7004 CELL PHONE 3( 05 ) 587 -0477 QUALIFIER'S NAME: John Sogegian QUALIFIER'S LIC NUMBER: CGC1513148 E-MAIL ADDRESS (IF APPLICABLE): keyswindow @comcast.net Created on 3119109 BY MLDV I RV 3126109 MLDV STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL'REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1`940 NORTH MONROE STREET WE TALLAHASSEE FL 32399 -0783 SOGEGIAN, JOHN MICHAEL KEYS WINDOW AND DOOR COMPANY P O BOX '59 LONG KEY FL 33001 (850) 487 -1395 I - STATE of" FLORIQA: Congratulations! With this license you become one of the nearly one million DE,i Ti!)NT t!F BIIGTIO Floridians licensed by the Depart ment of Business and Profe`ssicnal Regulation. pOESS,;�St� Our professionals and businesses range from architects to yactdt brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. CGC] 51 114, °.' f 128011837 Every day we work to improve the way we do business in order,,to serve you better. ; ©R For information about our services, please logi,onto www.myfio�idalleense.com., CERTIF E r ' a There you can find more iniorniation about our divisions and'thO' regulations that B Oy impact you, subscribe to department' newsletters and learn more about the $F W Department's initiatives. Our mission at the Department is: License Efficiently, Regulate fairly. We constantly strive to serve your better so•thatyou can serve yourcustomers. i =8, CpRTIF: F,P under. the prgvisio4a o eb• — Fs Thank you for doing business in Florida, and - congratulations: on your license! i $xR xaCion a.ee Aura 3 :1,. 2014' L12'D8'0301650 DETACH HERE - Jill t 08 03 2012 128011;837 CGC15131 ,r The GENERAL CONTRACTOR.y y:' Named below IS CERTIFIED;;' Under the provisions of Chapt - , �` l' Expiration date: AUG 31, .2014.1:: •ilk: , ' '. i i. A•e`.� ice'"'" SOGEGIAN JOHN MICHAEL °* KEYS WINDOW AND DOOR COMPANY P 0 BOX 598`_ LONG KEY FL .3:3 0 01 KEN LAWSON RICK SCOTT SECRETARY GOVERNOR DISPLAY AS RFOt1IRFD BY LAW :1Ft/ 02-05 -2013 x. o - 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 bes exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 03/22/2013 PERSON: SOGEGIAN FEIN: 205406572 BUSINESS NAME AND ADDRESS: KEYS WINDOW AND DOOR COMPANY 14060 SW 37TH COURT DAVIE FL 33330 SCOPES OF BUSINESS OR TRADE: 1- LICENSED GENERAL CONTRACTOR EXPIRATION DATE: 03/22/2015 JOHN M IMP(RTANT Pursuant to Chapter 440 05114! I S. an oltecer of a cotpntahon who elects exemption bom this chapter by filing a certificate of election under this section may nor terover benefits or compensation tinder this chapter. Putsuadt to Ihiplet 44(1t15tt2). I.S.. Lnrtilicalos of election to be exempt... apply only within the srnnr of th•• hnsiness or Vatle hued nn the notice nl electron to by .I.pmp, Pursuans In I:haptet 440.115(13). I.S.. Notices of election to be exempt and certificates of rh•. bon to he expmpt +hall he suhjrrr to 1,1v111)1-011 ,t •n an. nmr 'life+ the lit, n.I tit un• rnli[r tit the .55u Anre AI tea retlili[ ale, the person named On the notice Or , .•edit air no Innqet meets the traun ^•en• -'' _ • °'f " "' ' "' " "''" ''t "'' ••'t" °i 'I «n ;trtment .hall tovnke a r.ellihrale at any lime lot lailure of the person earned on the rend, ate to meet the ••AU•t••:c.•n nn. .: n,•n QUESTIONS? (850) 413 -1609 NG-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISLI) 3' •'iA� liFtirl)Re .Tgt 02 -06 -2013 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: 03/2312013 PERSON: SOGEGIAN FEIN: 205406572 BUSINESS NAME AND ADDRESS: KEYS WINDOW AND DOOR COMPANY 14060 SW 37TH COURT DAVIE FL 33330 SCOPES OF BUSINESS OR TRADE: 1— LICENSED GENERAL CONTRACTOR EXPIRATION DATE STEVEN 03/23/2015 L IMPORTANT: patsuaol to Chaplet 440 051141, I.S., an officer nl a carpmation y�ho 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 Chaplet 440.05(121. F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed no the notice of election to be exempt. Pursuam t o Chaplet 440.051131, F.S., Notices of election to be exempt and certificates at election to be exempt shall be subject to revor,al+nn it, at any time alter the filing nl the notice or the issuance of the certificate. the person named on the notice p or ,ertil,cata no longer meets the regu Cements nl this, section lot issuance of a ietiiliratr. The deparUnent shall retake a certificate at any lime for failure of the Person named on trip r.ethlicate to meet the tegu-temeet', At the•. QUESTIONS? (850! 413-1609 2013 / 2014 MONROE COUNTY BUSINESS TAX RECEIPT EXPIRES SEPTEMBER 30, 2014 Business Name: KEYS WINDOW AND DOOR COMPANY Owner Name: STEVEN L SOGEGIAN PRES, JOHN M Mailing Address: SOGEGIAN VP SOGEGIAN STEVEN L PRES PO BOX 598 LONG KEY, FL 33001 RECEIPT# 30140 -96686 Business Location: MO CTY LONG KEY, FL 33001 Business Phone: 954 - 612 -2688 Business Type: CONTRACTOR (GENERAL CONTRACTOR) Employees 2 STATE LICENSE: CGC1513148 Tax Amount Transfer Fee I Sub -Total Penalty Prior Years Collection Cost Total Paid 20.00 0.00 20.00 1 0.00 1 0.00 1 0.00 20.00 Paid 110 -12- 00002345 08/14/2013 20.00 THIS BECOMES A TAX RECEIPT Danise D. Henriquez, CFC, Tax Collector THIS IS ONLY A TAX. WHEN VALIDATED PO Box 1129, Key West, FL 33041 YOU MUST MEET ALL COUNTY AND /OR MUNICIPALITY PLANNING AND ZONING REQUIREMENTS. MONROE COUNTY BUSINESS TAX RECEIPT P.O. Box 1129, Key West, FL 33041 -1129 EXPIRES SEPTEMBER 30, 2014 Business Name: KEYS WINDOW AND DOOR COMPANY RECEIPT# 30140 -96686 Owner Name: STEVEN L SOGEGIAN PRES, JOHN M Mailing Address: §512 sGIAN 'STEVEN L PRES PO BOX 598 LONG KEY, FL 33001 Business Location: MO CTY LONG KEY, FL 33001 Business Phone: 954 - 612 -2688 Business Type: CONTRACTOR (GENERAL CONTRACTOR) Employees 2 STATE LICENSE:CGC1513148 Tax Amount Transfer Fee I Sub -Total Penalty I Prior Years I Collection Cost iTotal Paid 20.00 0.00 20.00 0.00 0.00 1 0.00 20.00 Paid 110 -12- 00002345 08/14/2013 20.00 ' CERTIFICATE OF LIABILITY INSURANCE 11 /12/2a 3 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 CON AC Brenda Monroe NAME: Regan Insurance Agency PHONE (305} 852 -3234 (305) 852 -3703 90144 Overseas Hwy. E-MAIL rq. monroe @reganinsuranceinc.com Tavernier FL 33070 INSURER A Accident Ins Co Inc 11573 INSURED -� INSURER 8: Keys Window and Door Company INSURER C: PO BOX 598 INSURER 0: ` INSURER E, Long Key FL 33001 INSURER F: COVFRAr.FS CFRTIFIr -ATI= NI IIVIRFR -2013 -2014 REVISION Nl1MRFR* 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 c,E ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM! DNYYY POLIC EXP MM/ /YYYY LIMITS GENERAL LIABILITY John Crowell /BMONRO EACH OCCURRENCE $ 1,000,000 X COMMERCIAL C -.NERAL LIABILITY PRA TO AI R U ence $ 100,000 MED EXP (Any one person) $ 5,000 A ! CLAIMS -MADE OCCUR CPP000565401 9/21/2013 9/21/2014 J PERSONAL BADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2, 000,000 PRODUCTS - COMPlOP AGG S 2, 000, 000 CiEIN L AGGREGATE L :N!!- APPLIES PER j $ X POLICY LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident) BODILY INJURY (Per person) $ ANY AUTO � I BODILY INJURY (Per accident) S AL' OWNED � SCHEDULC:D I ! AUTOS I AUTOS 5 NON - OWNED PROPERTY DAMAGE $ -,;RFD AU'C'S AUTUS { Per accident $ UMBRELLA LIAB I _ OCCUR ` EACH OCCURRENCE $ AGGREGATE S EXCESS ETAB ';- AIMS- MRbr.} i i $ r - -i - -' ION$ WORKERS COMPENSATION WC STATIJ OT I, S1 I ' AND EMPLOYERS' LIABILITY YIN I ANY PROPRIETOR,PORTNERIEXECUTIVE �� ! E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ `XF I"ERWEMBER EXCUJDED^ (Mandatory In NH) N/A II ! I E.L. DISEASE - POLICY LIMIT $ II yes, describe under DESCRIPTION OF OPERATIONS below I I I I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) window and door installation LICENSE # CGC1513148 �.�rc I Irwt� I c nvwcr� - SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGE BLDG DEPT ACCORDANCE WITH THE POLICY .PROVISIONS. 10050 NE 2ND AVE MIAMI SHORES, FL 33138 AUTHORIZED REPRESENTATIVE John Crowell /BMONRO r�rt n/'1[]n/1oA TrllAl All rinhfc racarvarl ACORD 25 (2040/051 ...- INR025rgnrrn?;Im Tho A(,r)pn nama nnri Innn era ranicfarari markc of Ar.r)Rr1 d� u„L'�_,j"dj!, V J"uJJ1 t'a rod �t .., a .� a ia. ... .� n.. � w _ �► Ll #�A PERMIT #: Miami Shores Vilia e APPROVED BY DATE ZONING DEPT ` BLDG DEPT SUBJECT TO CCMPWNCE NAM ALL FED 9 t. STATE AND =AnY AULES AND REMATiOW � Z f f 1 � tpy I 1. AV I rM% OWN w M r {� AA f f 1 � tpy I 1. AV I rM% OWN CATEGORY Ervi teeft Services, Inc. Property Doukas 374 NE 100 St Miami Shores, FL 2010 FBC /ASCE 7 -10 WIND PRESSURES FOR COMPONENTS AND CLADDING 1600 S. Federal Hwy Ste 207, Pompano Beach, FL 33062 (954) 784 -6991 Tel / (954) 781 -5708 Fax amanda @c5es.com / CA #25854 Contractor Keys Windows & Doors Prepared By AS Opening ID Product Approval Opening Description Location Zone Opening Elevation Opening Dimensions Width Height Required Pressure (per ASCE 7 -10) Product Design Pressure (per NOA) WINDOWS /DOORS 15 Width of Edge Sfdp () 6 (in) (in) Positive (pso Negative (psi Positive (psp Negative (psJJ 1 13- 0206.03 Horizontal Roller 5 9 36 7/8 x 51 1/4 39.3 -52.2 70.0 -80.0 2 13- 0206.03 Horizontal Roller 4 9 36 7/8 x 51 1/4 39.3 -42.7 70.0 -80.0 3 13- 0206.03 Horizontal Roller 4 9 58 x 51 1/4 38.2 -41.6 70.0 -80.0 4 13- 0206.03 Horizontal Roller 5 9 36 1/2 x 381/8 40.1 -53.6 70.0 -80.0 5 13 -0206.03 Horizontal Roller 5 9 36 3/4 x 501/2 39.4 -52.3 70.0 -80.0 6 13- 0206.04 Single Hung 4 9 19 1/8 x 393/4 40.1 -43.4 75.0 -90.0 7 13- 0206.03 Horizontal Roller 5 9 37 x 393/4 40.0 -53.5 70.0 -80.0 8 13- 0206.03 Horizontal Roller 4 9 58 x 51 1/4 38.2 -41.6 70.0 -80.0 9 13- 0206.03 Horizontal Roller 4 9 73 7/8 x 381/8 38.3 -41.7 70.0 -80.0 10 13- 0206.03 Horizontal Roller 5 9 73 7/8 x 38 1/8 38.3 -50.1 70.0 -80.0 11 13- 0206.03 Horizontal Roller 5 9 73 7/8 x 38 1/8 38.3 -50.1 70.0 -80.0 12 13- 0206.03 Horizontal. Roller 4 9 36 7/8 x 381/8 40.1 -43.4 70.0 -80.0 13 13- 0206.07 Casement Window 4 9 36 7/8 x 51 1/4 39.3 -42.7 70.0 -75.0 14 13- 0206.03 Horizontal Roller 4 9 36 7/8 x 391/8 40.0 1 -43.4 70.0 -80.0 15 13- 0206.07 Casement Window 5 9 36 7/8 x 51 1/4 39.3 1 -52.2 70.0 -75.0 Ultimate Wind Speed (V„ a) (.ph) 175 Exposure Category C Internal Pressure Coeffient (Gcpi) 0.18 Directionallty Factor (Kd) 0.85 Mean Roof Height (#/ 15 Width of Edge Sfdp () 6 These wind pressures have been prepared in accordance with 2010 Florida Building Code. The allowable pressures Emma T. Mellinger, P.I provided here (W, d are given as 0.6 *WW„ where Ww, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7 -10 using the ultimate design wind speed (VmJ and the parameters given herein. W„s as provided here is an FL PEtf 5004 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 load combinations specified in Chapters 2.3 and 2.4 of ASCE 7 -10 shall be applied No further reduction in allowable 2/7/201 stress shall be taken (other than load duration per Chapter 23 FBC). Emma T. Mellinger, J. , Lw P.E. FL 50049 Date: 2014.02.07 12:03:18 - 05'00' DK DK DK DK DK DK DK DK DK DK DK DK DK DK DK MIAMI•DADE MIAMI DADE COUNTY • =I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOhIIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamtdade.eovleeonomv Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco —Guard 500" Outswing Aluminum Casement.Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11 --05, titled "S-500 Alum, Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOAff 12- 0223.27 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. Ego Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11 -05, titled "S -500 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01 /11 /13, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 --94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 --94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked —up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI -10 -3140, IIETI 10 3141, HETI -10 -3142, HETI 1Q 3143 and HETI -10 3144, dated 12/29 - 30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA #11- 0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 03/01A 1, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA# 1.0309.06) 2. Glazing complies with ASTM E1300 -04 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 E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB InterlayW' dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO- Guard" Outswing Aluminum Casement Window -- L.Ml approved on 05/03/12 and expiring on 05/19/16 V/7, Manuel PPV2, P. Product Control xamin r , NOA No. ".7 Expiration Date: May 19, 2016 Approval bate: May 02, 2013 E -1 1/8` TEMP. GLASS -31W AIR SPACE 1/8' HEAT STREN'D. GLASS 1/8° HEAT STREN-D. GLASS .080 RUERLAYER .080 INTERLAYER BUTACITE PVB BY 'OUPONT' BLITACRE PVB BY 'OUPON' 1/8' HEAT 9TftEMO. CLASS 1/8' HEAT $TREFCD. GLASS pp.. SILICONE SILICONE DOW CORNING 899 DOW CORNING 899 9. Tf ' K R' 1a SETTING BLOCKS AT IFStB.. UIM. GLASS NOTCH GLAZING BEAD LEG TO CLFAR BLOCKS GLASS -TYPE 'A' GLASS TYPE 'AA' GLAZING OPTIONS ECO -GUARD SERIES -506 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF C SMT /CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADS 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 (FNHZ). WOOD BUCKS BY OTHERS. MUST LE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL. BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL LE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD OURATRON INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY MATERIALS LNCI.uBm BUT NOT L09TED TO S AL sCREm THAT COME INTO CONTACT WITH OTHER DISSIMILAR SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003.8.4. 1. 8 POINT I= THESE WINDOWS ARE RATED FOR LARGE *-SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. GGLASSS CAPACITIES ON THIS SHEET ARE } BASED ON ASTM E1300 -04 (3 SEC. GUSTS) g AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 z 90 ez T � h VVVV a �QL"� Of 4 Z 4� v U w W'60 m� drowin m W11 -05 TYPICAL ELEVATION WOW HEIGHT 1 P� UPTO AT SASH 28' 2 38-3/9" 3 SO -8 8° 4 83" S 78' 8 KW WWM DESIGN LOAD RAT G-H _ + 70,0 PSF tF� SHOJI OR 9 w-M) -- 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE *-SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. GGLASSS CAPACITIES ON THIS SHEET ARE } BASED ON ASTM E1300 -04 (3 SEC. GUSTS) g AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 z 90 ez T � h VVVV a �QL"� Of 4 Z 4� v U w W'60 m� drowin m W11 -05 COUNTY APPROVED WJLUON ANCHORS TYPICAL ANCHORS SEE ELEV. FOR SPACNG WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACNO 1/4' DI& TAPCON BY 'I1W' (Fw12o KSI, Fy®92 99) /4'.. DtA_. U TRADON BY 'FiCO_' (Fw177 x51. FY-155 K9) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONIC. OR MASONRY M14 SMS OR SELF DRILLING St22EWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KS1 MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLINO_SCREWS (GRADE 2 CRS) INTO MIAMI -OADE COUNTY APPROVED MULUONS (MIN. THK. a 1/8') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SUl OR JAMBS Pc -3000 PSI MN. C -90 HOLLOW /FILLED BLOi2t AT JAMBS Pm = 2000 PSI MIN. F� 6� i s to �v Z 6 Q�3 Vl c� n Z3iL 010 W w oM� drawing no. W11 -05 mte 02- 11 Teasrorts 5-500 ALUM pUTSWING CASEMENT WOW. (L.M.L AL- FAROOQ CORPORATION 'd' 0 =WIN GERS & PRODUCT DEVELOPMENT 1/y = 1• w o.xatt xn. Wars e�xNfe ECO WINDOW SYSTEMS. I1 C. 1235 S.W. 87 AVE f B 0131.1 No OWME Ta 9EET 9114 N.W. 106 STREET MIAMI. FLORIDA 331'74 ` I O m. br. KUM a m.11.1 Noun ADWM REV. MEDLEY, FL 33178 TEL. (808) 264-9100 PAX MS> 2828978 ask. tt3•, (305) 889 -3289 FAX (305) 885 -5902 COMP -ANL Wtt -0 EEC cn Milo LF 8- 02 -23-11 jacme EKV0 Ja 0 8 . , m D 5-900 ALUM OUTSMG MU"I Ww. (I.MJ ECO WINDOW SYSTEMS, L.LC. 9114 N.W. 108 STREET MEDLEY, FL. 33178 TEL (305) 888 -8289 FAX (30S) M-SM o. v ' e a •ov:o Td� F 7 �y w 1/4' MAX. S111A1S MIR V I I I I I I 11 1 II AL- FAROOQ CORPORATION a -NEEM & PRODUCT 0UVEL0PMWfr �+ 1235 &W. 67 AVE T UM MI. FLORIDA 33174 t' M (30M 26440= FAX (808) 282697'i � M w m D 5-900 ALUM OUTSMG MU"I Ww. (I.MJ ECO WINDOW SYSTEMS, L.LC. 9114 N.W. 108 STREET MEDLEY, FL. 33178 TEL (305) 888 -8289 FAX (30S) M-SM o. v ' e a •ov:o Td� F 7 �y w 1/4' MAX. S111A1S MIR V I I I I I I 11 1 II AL- FAROOQ CORPORATION a -NEEM & PRODUCT 0UVEL0PMWfr �+ 1235 &W. 67 AVE T UM MI. FLORIDA 33174 t' M (30M 26440= FAX (808) 282697'i I Q7 FRAME HEAD /SILL/JAMB 1�1 b19 �3 .045 1.047 Q GLAZING BEAD (LAM. GLASS) y .130 t.tn ® GLAZING BEAD (INSUL. LAM. GLASS) .245 .710 I .120 �I .7720 SNUBBER —.VENT 2.898 .C82 O 7� 2.811 15 FLUSH FRAME ADAPTER 1.750 .493 1.750 .493 9 CORNER KEY 245 .760 ,20 ® SNUBBER — FRAME rum PART g QUAN77TY DBSCRIPITOA/ MATERIAL MAEIP. /SUPPLIER /fOLARK8 1 E5O1 4 FRAME HEAD/SILL/JA!+0 8083 -T6 - a 1"i02 4 VENT SM -T6 . -- - 3 :Y106 _ AS REGO. GLAZING OEM (LAM. MASS) 6063 -T8 3A E508 AS READ. GLAZING BEAD (MSUL- LAM. GLASS) 4 ESO_E AS REQO. SNUBBER - VENT. FULL LENGTH 6063 -TS 4A _ E 509 AS REOD. SNUBBER - FRAME, FULL LENOTH 1063 -T6 - --- 5 ES08 OFTNINAL SCREEN FRAME x-75 ^ 7_ 110 X 1 -1/4' !S READ. FRAME AND VENT ASSUABLY SOWS - H WH SMS 6 Ei03 AS REOD. 6" WEATHERSTRIPPING, OUROMETER 65 a/d4TOPAENE ULTRAFAB 9 E203 AS READ. GLAZING SFAO BULB. OURMWER 65 SANTOP ULTFIAF'AB 10 35.12.00.400 2/ VENT 4 BAR FHNGE. AT TOP AND BOTTOM STEEL TWO4. INSTALLED WIM (2) e10 X 6/8- SOS ft ,3096.92 I MuLn POW LOCK SYSTEU 7AVM TRUTH 12 - e/ VENT KEEPER STEE- - 13 - 1/ VENT ROTO OPERATOR 7JW X /STI- TRUTH 74 SO SS 2/ COMO'RR FRAI�/VETiT CORNER NEY ST. STEEL 13 FY120 AS REM FLUSH FRAME ADAPTER 6063-78 OPTIONAL _ 16 - 3 ANTI SAO SKATE NYLON M&M PLASTICS 17 010 X 1 -1/4' 1 2/ SKATE FH SDS SKATE SCREWS - __ IB J8 X 3/4' AS RE00. FH SMS SNUBBER SCREWS M PAIRS 2' APART. PARS SPACED AT 7 -3/4' O.C. 19 2/ LRE SERMG BLOCK. 3/16' X 314' X 4' LONG NEOPRENE AT 6' FROM EACH END. OUR*WM 65 20 1 FIB -50 GLASS SPACER - 1/6" HKW SILICONE FRAMC LOWE SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE— MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY- LOCKS MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8 -1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMS WITH LOCK GUIDES #33489.00.0001 SPACED AT 12 -3/4" Q.C. MAX. EACH GUIDE FASTENED WITH (2) 010 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET i FOR QUANTITIES HINGES: 4 BAR ST /ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X t" P PH SMS ANTI —SAG SKATES; VINYL ANTI —SAG SKATES BY 'M&M PLASTICS' (2) AT LOCK STILE AT 6 -3/4" FROM TOP /BOTTOM RAILS (1 AT BOTTOM RAIL. AT 4" FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1 -1/4- P FH SOS. 5 yy 0 ;: E I Alf 2 d n s, Cn ooh � o WmS� g � drawing no. W11 -05 r.. w V1 o sons: S -500 ALUM OUMMG CASEMENT WOW. (L.M.I.) AL- FAROOQ CORPORATION a a O r R ENGINEERS & PRODUCT DEVELOPMENT —' s ,�„ tn.. ,• a oaa�a+ NO c+nr>BE nas sx¢r ECO WINDOW SYSTEMS, LL C. 1238 S.W. 87 AVE —' s 01.3+.12 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 I a. en Itaam c c1e+a3 awa F. nnc fss 2EX MEDLEY, FL. 33178 TEI- C- AM2848100 FAX. (=M 2824878 0 We pY• TEL 00) 883 -3299 FAX (305) 885 -9902 COMP- ANL\Wt1 -05EC a a MIAMUDADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTNIENT OF REGULATORY AND ECON0511C RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianeidade.gov /economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTIO& Series "Eco -Guard 100" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.) ", sheets I through 6 of 6, dated 02/12109, with revision B dated 01111/13, prepared by Al -Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant_ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA# 12- 0223.24 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval documont mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOc� Nu. 13- OZOG.04 MIAMIDADECOUNTY` Expiration Date: April 09,-2014 '+ Approval Date: May 02, 2013 '4,10* Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with revision B dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS I. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. RETI -0$ 2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0224.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166C, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0224.071 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -0$ -2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0224.07) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA #09-0224.0 7) Manuel P ez, PEE. Product Control xa ror NOA No. l - 06.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 E -I Eco Window Systems, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/30/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.24) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RBR) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteo PVB Interlayer" dated 09/08/11, expiring on 12/11/15. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #I2- 0223.24) G. OTHER 1. Notice of Acceptance No. 12-0223.24, issued to Eco Window Systems, LLC for their Series "100 ECO- Guard" Aluminum Single Hung Window — L.M.I. ", approved on 05/03/12 and expiring on 04/08/14. Manuel Pef P Product Control iner NOA No. 13 -0 6.04 Expiration Date: Apr1108, 2014 Approval Date: May 02, 2013 E -2 02 -GUARD SERIES -100 ALUMINUM SIKM HUNG 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 S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN NODULES OF TWO OR (BORE WINDOWS USING MIAMI --DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESGNEO TFSTEO TO COMPLY 1TITH THE REQ OF THE FLORA BUILDING CODE WCIUDING HIGH VELOCITY HURRICANE ZONE 0ma). 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 OEM" ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS TNCLUOINC BUT NOT LIAITED TO AL SCREWS. THAT COME INTO CONTACT WITH OTHER D1MULAR MA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. CODE SECTION 2003. &4. s3 cc 47 12- MM HEAD FALSE NUNTINSJ NO ANCHORS AT SRL (SURFACE APPLTED) OPTIMAL Q.LO. (vENT} 90 3/18' VENT INOTH EQUAL LfTES FALSE NUNTINS� (SURFACE APPLIE)I) OPTIONAL Pfmemqu _ a ,, THESE WINDOVIS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NO ANCHORS AT SILL 47 3/8° u.w. lrcniT SO 3/18' VENT WOO UNEQUAL UTES (ORIEL TYPE) i5 %,v d0 d` a� aa� �ai .�ig21 allo 8 w O 0. W rn7 Hi are" no. W09 -08 II � c I ,i " 11 ii If ° I o It °n FALSE NUNTINSJ NO ANCHORS AT SRL (SURFACE APPLTED) OPTIMAL Q.LO. (vENT} 90 3/18' VENT INOTH EQUAL LfTES FALSE NUNTINS� (SURFACE APPLIE)I) OPTIONAL Pfmemqu _ a ,, THESE WINDOVIS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NO ANCHORS AT SILL 47 3/8° u.w. lrcniT SO 3/18' VENT WOO UNEQUAL UTES (ORIEL TYPE) i5 %,v d0 d` a� aa� �ai .�ig21 allo 8 w O 0. W rn7 Hi are" no. W09 -08 WIDTH �V WIDTH t 0 Td d IL 8� a&< � aao �a�� O EQUAL LIIES 2 UNEQUAL LITES (ORIEL TYPE) tJ N a z j Ia Z (Ah ° Gi O o+ t °z,$+i o z tVil rn L� C� 0 z 1/8" NEAT STREN'D. CLASS 3/18° HEAT WREMO. GLASS 8 a z Ago° a4TEIHAYER - 09a° INTERIAYER O BUTACITE PYB BY bUFOM' HUTACITE PYH BY 'DUPONT Rill a • t /a° t#AT STREWD. GLASS 3/18° MAT STREN'D. GLASS NOTE: GLASS CAPACITIES ON THIS SHEET ARE sftxxm � N9 BASED ON ASTM E1300 -04 (3 SEC. GUSTS) s m Dow e9s AND FLORIDA BUILDING COMMISSION ro to m is i.I DECLARATORY STATEMENT DCA05 -DEC -218 am A wo tKLODIICT RBYIS'BD •• Q FLk It pNppL7 asomn)IY 8to81etltia .�� 3sgI I. I' CAM '38388 AAooeWa No � 18 Dam 21 aA 2l t; a 87 aroWlny no. GLASS TYPE _'A'I GLASS TYPE 'B' W09 -d8 GLAZING O ONS sheet 2 of 6 EQUAL LITE3 tiYINA0tiY3 1H3ffiON LOAD CAPACITY - PEP FLANGE DIMS. 81.A$$ 1:P8- i►' CLASS TYPE 'H' WIDTH tfE1GHT ..EXf.( +)__ EXT.(+) 1M.( -) to -t /s° 7sa 9oA 79.0 Ma 2a• 7s.o eoo 7so eoA za -t /z• 7s.o 90.0 79.0 �.o 32- 28" 7so 9oA 7sA 90.0 37° (3) 79.0 50.0 78.0 �.0 40° 79.0 90.0 79A 90A qg• 79.0 90.0 79A �.O s3 -t /s• 7s.o Sao 79.o soo t9 -1/8• 79.0 80.0 7a0 90.0 z4• 79.o eao 7so eoo za -, /z• 79.o sao 78A troa 32° 38-3/8" 79.0 80.0 7SA 9a0 97' (3) 79A 8a0 79.0 90A 40° 75.0 80.0 79.0 90.0 qg° 78.0 90A 79A 90.0 93 -1 /e' 79.0 90.0 79.0 80.0 19 -f/6• 7 &0 90.0 79.0 80.0 24" 7A0 80A 79.0 BOA 28 -1/2° 78.0 90.0 78.0 90.0 3x sti =sla°' 7s.o no 7so ¢ao 37° (4) 75.0 90A ?S.0 9a0 q0° 79.0 80A 79A 90.0 4a° 79.0 90A 79.0 90.0 93 -1/8° 79.0 90.0 '75.0 �.0 t9 -t /a• 7so no 7s.o no aa° 7ao eao 78.0 90.0 2e -t/2° 7so sa.o 79A saa sx as° 7s.o sao 7sA sao 37' (9) 79.0 90A 79.0 80.0 a0° 79.0 80.0 79A ma aa° 7ao saa 75.0 no s3 -t /e• 79.o NA UNEQUAL LLTE9 �YINAON3 DESIGN LOAD CAPACITY - P8F FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE aADTH HEIGHT EX'f.( +) 1M•( -) EXTj +) iM.( -) za• 2s -1/2• 32• 97• 40• 48° s9 -tla• so -s/a° (4) 78.o no Tao no 79A Sao 7so soo 7so soo 7sA eao 75.0 ¢aA 7sA eaa 79A 90.0 79A 9D.0 79.0 80A 70.0 80A 79A 90.0 79A 90A 79.a 80.0 79A 80A to -t /e• 24 28 -1 /x 92• 37• q0• ,ie• a3 -1/6° 63° (S) 7so 90.0 7s.o e0A 79A 90.0 78A 90A 79.0 90.0 79.0 90.0 79.0 90.0 79.0 90.0 79.0 90A 75A 90.0 75.0 90.0 78.0 8a0 - - 7so � - 75.0 �.O 18 -I /8° 24• ae -t/z' 3x 37' 4a• 48• 78" (8) 78A 90.0 79.0 90.0 79A 90A 79.0 90A 7sA no 79A no 79A 80.0 79A Sao - 79.0 80.0 - - 75A 9a0 - - 78.0 80.0 7sA sao 19 -1/8° 24° 28 -t/2' 32• 37° 40° 4a° 93 -t/8' _ 78' (8) 78A 90A 78A 80.0 7SA 80A 75.0 90.0 79A 90A 79A 80A 75.0 90.0 79.0 80.0 78.0 80A 7SA 90.0 75.0 9a0 7 &0 80.0 77L0 80.0 78.0 90.0 79A 90A 79A 80A UNEQUAL LLTE9 �YINAON3 DESIGN LOAD CAPACITY - P8F FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE aADTH HEIGHT EX'f.( +) 1M•( -) EXTj +) iM.( -) za• 2s -1/2• 32• 97• 40• 48° s9 -tla• so -s/a° (4) 78.o no Tao no 79A Sao 7so soo 7so soo 7sA eao 75.0 ¢aA 7sA eaa 79A 90.0 79A 9D.0 79.0 80A 70.0 80A 79A 90.0 79A 90A 79.a 80.0 79A 80A to -t /e• 24 28 -1 /x 92• 37• q0• ,ie• a3 -1/6° 63° (S) 7so 90.0 7s.o e0A 79A 90.0 78A 90A 79.0 90.0 79.0 90.0 79.0 90.0 79.0 90.0 79.0 90A 75A 90.0 75.0 90.0 78.0 8a0 - - 7so � - 75.0 �.O 18 -I /8° 24• ae -t/z' 3x 37' 4a• 48• 78" (8) 78A 90.0 79.0 90.0 79A 90A 79.0 90A 7sA no 79A no 79A 80.0 79A Sao - 79.0 80.0 - - 75A 9a0 - - 78.0 80.0 WOOD twat ... ... _ - ME F W 0 ° e .4 ° IACM TYPICAL. SEE ELEV. FOR COUNTY MILLION TE NOA sEE nE WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL—ANCHORS: sEE a" FOR sPACING I4" DIA. TAPCON BY -' fTVi (Fw120 M. FY-92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU ISY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/2" MW. EMBED INTO OONC. OR MASONRY 1/4" DIA TEKS OR SELF DRILLING SCREWS (GRACE 9 CRS) INTO METAL. STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A14 SMS OR SELF pWWNG SOM (GRADE 2 Cam) 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" MN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE ro - 3000 PSI MIN. MASONRY rm a 2000 PSI MIN. E.qt +9a,w PRonucrRSvOW � Dau Code 9m FEorida CAA NO Accclken� � - t: SEALANT: pWdWA ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 4fttjj O all ll cy 3� I Oo�v� �c a o 8 ��2 t'll drawing no. W09 -08 TYPICAL ANCHORS Mat $ PART @ RBQD. mocR P N 16ATBRIAL MANF. /BUPPLTBR/RBMATt&S 1 FYf01 t FRAME HEAD 6063-TO 2 m 18 1 MANE SRI 6083 -Tg - 3 FY103 2 FRAME drums 6063 -TB - 4 FY104 1 MW MTO. RAL 6083'78 ' 5 FY105 1 VENT TOP RML 6083 -78 - g Fri 14 1 VENT BOTTOM RAIL 6083 -T6 - 7 FY107 2 VENT SIDE RAIL 6003 -TS - e FYtCB AS NOV. MAZMG BEAD (8118' LAM. MASS) 6063 -T6 8A FY109 AS RM. MA21N0 BEAD (7118' LAM. GLASS) 6083 -T6 - 9 FY118 2/VENT SASH STOP 663 -T5 - 12 SL203P 2/VW SWEEP LATCH, AT 12 -1/2' FROM 1MDS ZAMAK SULLMAN & Amm 12A #a x 5/8• 2/ LATCH LATCH O4ST. SCRM ST. STEEL FM 5M5 14 #6 j 1' AS REOD. ERAME k VENT ASSEMBLY MRVA CAS PH SMs 14A �8 x 3/B' 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH Us IS E207 AS RM 80TTOM PW SEA. - SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS REOD. GLAZING BEAD MOM SAN70PRENE ULTWAS 18 1923181 AS REGO. FIN SFAL W%IRIPPMG - ULTRAPAB 19 FYI 17 4/ VENT SASH GUIDE CELCON MM PLASTICS 19A a6 x 3/8' 1/ GOOE SASH OLME MST. SCREW CRS OH SMS TYPE 8 20 F2f0 2/VENT SASH BALANCE - SUPERRoosT 6Y 8% 20A 1 06 X 518' 1/ BALANCE BALANCE MST. SCREW - P FM sMs 21 - As RECD. MASS SPACER S0.ICC1E FRANK LOWE 22 - 1 5/16' BOX SCREEN - OPTIONAL 23 FY120 1 FUSH FRAME ADAPTER 8083 -T8 i OPOONAL IRS l% V Z a� 0 d, O $1 000 Q04 0la6m 11 §2 W _ v3 O MV) "1 Z $ �d z �o W mg g '^ ,q '1114' MAX. m a �o p. . MAX P GUARO SUE,1100 ALUM S.H. WDW. AL-FAftOOQ CORPORATION nr C" E"lNgM & PRODUCT DEVELOPMEW A OULI NO OWW 7"" ECO SYSTEMS. LLC* 1=5 S.W. 87 AVE 9 MIAW. FLORIDA 3=74 MWO. AMP= FMV. 9114 N.W. 106 STREET MEDLEY, FL 33178 MPM28"MW PAX. (30S)262-GM TEL r, 41 AAR 8802 COMP-ANL\WOB-4DOEM 00 2.799 .962 ,.866 7� .813 2s z Q FRAME HEAD ,.202 .082 1.379 ® FIX. MEMO RAIL ,.349 1.290 .082 2.083 n VENT TOP RAIL VENT BOTTOM RAIL ® FRAME JAMB a S19 .394 -q .949 J303 .030 '� 1.047 -�1 1.047 O GtATING BEADS C T .062 621 A VENT SIDE RAIL 2.974 .082 3.002 2.8W2 .o6a sae .874 769 .900 -� I 2 2.911 FRAME SILL III 1a u m //` [,jr: JWD AHNRD PR0DUCCRSV188D ene. ththeFforme RAfN Y 0312786 Eia9dfogCade `3538 n�Fr,moe�t $ at4- s { Mientl Pmdu, i M 0 a� 89 �N CA t7- oaf 8w 1 9 8 � ortnaslg no. W09 -08 MIAMUDADE bIIA I DADE COUNTY s PRODUCT CONTROL SECI`ION DEPART6'IENT OF REGULATORY AND ECONON1IC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION T (786) 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwmiamidade.gov /economy Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to .meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone, DESCRIPTIONt Series "Eco -Guard 200" Aluminum Horizontal- RellingWindow — L.M.L_ APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/31/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION-. A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0221.05 and consists of this page i and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0206.03 Expiration Date: May 27-,2014 f°,� Approval Date: May 02, 2013 Page 1 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A, DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24 /09, with revision C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE TI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) E -1 Manuel , Per R16.0. Product Control ain r NOA No. 13- Expiration Date: May 27, 1014 Approval Date: May 02, 2013 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTnmm) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08- 222811, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Subrrritted under NOA #09- 0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al- Farooq Corporation, complying with FBC -2010, dated 01/27/12, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0221.05) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) VAL Manuel Per , . Product Control Exa r NOA No. 13-0206.03 Explratlou Date: May 27, 2014 Approval Date: May 02, 2013 E -2 Eco Windows Svstems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under preWous NOA #12- 0221.05) 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under NOA #09 -0312 U8) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum horizontal Rolling Window --- L.M.I., approved on 04/26/12 and expiring on 05/27/14. r. Manuel Per , X Product Control E i NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -3 ECO -GUARD SERIES -20d ALUMINUM HORIZONTAL ROLLING SVINDOiY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADS 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 SUCKS BY OTHERS, MUST 13E 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. COVE SECTION 2003.8.4. WINDOW WIDTH 3 1CORRNER5 p ° I S �� = I-- =—I(T. , B , e FALSE MUNTINS (SUIHFACE APPLIED) 31 1/4° 32 3/4' O.L. OPG. tdAY BE USED 353A. ECO -GUARD SERIES -20d ALUMINUM HORIZONTAL ROLLING SVINDOiY DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADS 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 SUCKS BY OTHERS, MUST 13E 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. COVE SECTION 2003.8.4. HEAT SNOM. GLASS .060° WTERtAYER BUTAC17E PVB BY 'DUPONT' s-1/8' HEAT SMALL GLASS p. W CORNING 898 pp.. F � AJKGE SGS 2000 F FALSE MUNSINS ( MAY BE U u WINDOW WIDTH 3 1/2' MAX. HEAD/SILL CORNERS HEAT SNOM. GLASS .060° WTERtAYER BUTAC17E PVB BY 'DUPONT' s-1/8' HEAT SMALL GLASS p. W CORNING 898 pp.. F � AJKGE SGS 2000 F FALSE MUNSINS ( MAY BE U u WINDOW WIDTH 14 °F 10 5/8' MAX, tIFAD /SILL A CORNERS = I-- =—I(T. , B 32 3/4' 32 3/4' D.L. OPG. D.L. OPG. 36 7/8' VENT WIDTH HEAT S'TREWD. GLASS A9G' NTERLAYER SENTRI'GIAS BY 'DUPONY r1 18' HEAT STREWIL GLASS G T_ YPE 'A' GLASS TYPE 'B' GLAZING OPTIONS 699 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. nqr. JAVAp *W PRODUCT VIS REED A+At sa complylq; wk I do ncrMa FLA. n SM482 Buftdfag Code ,S 47 46 acapimrco No14 ton I1ata L4�actOwtroti� i 5 201 BY roV.V � i o� p AU I N a^0 to O_ a� w ;T,g q drawing no. W09 -12 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A W/O FMW. - GLA98-TYPR A' _wi OFT.( -) WITH REDO*. OLA89 TYPE 'B• EXT.( +) _( -) YADTH Iff1GHT 26 -1/2" 37' 53 -1/8' 74° 28' (3) 4 70.0 80.0 80A 90.0 4 704 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 8 704 80.0 804 90.0 28 -1/2° 37° , 53 -1/8° 74" 38 -318'- (3) - 4 70.0 60.0 80.0 90.0 4 704 800 BOA 90.0 8 70A 2&0 80.0 90.0 8 70.0 WA 90.0 90A 26 -1/2' 37" 53 -1/8" 74" - - ., 50-5/8• (4) 4 704 80.0 80.0 90.0 4 70.0 800 _80.0 MO 6 no 80.0 80.0 90.0 8 70.0 80.0 80.0 90.0 28 -1/2' 37' 53 -116' 74' _ (5) 4 704 80.0 804 90.0 4 88.9 77.9 80.0 90.0 8 70.0 704 80A ODA 8 700 70.0 80.0 80.4 24' 38' 40• sw 72' (2) 4 70.0 90.0 80.0 90.0 4 704 _8_0.0 80A 80A 90.0 8 70.0 804 8GX 90.0 8 70.0 804 80A 90.0 8 70.0 800 80.0 90.0 24' 38° 48" 80' 72' 48• (4) I 4 70.0 80.0 80.0 90.0 4 70.0 Ba0 80.0 90.0 6 70.0 804 a" 90.0 6 70.0 804 80.0 900 8 70.0 80.0 80.0 90.0 24° 38' 48' 60' 72° �' 4 70.0 80.0 80.0 90.0 4 70.0 80A 80.0 90.0 8 70.0 804 _ 80.0 904 6 70.0 804 80.0 90.0 8 70A 80.0 80.0 90.0 24• 38• 48' 80' 7a" 6 4 70.0 804 80.0 90.0 4 70.0 BOA 80A 904 6 70.0 70.0 8a0 90.0 8 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 87.8 A = NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMB LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS M.0 WIOTHS 'X0 GR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DRAS. A W/0 REINF. GLASB TYPE 'A' WITH REINF. GLA89 TYPE 'B' WIOTH HEttiHf EXT.( +) OFT.( -) EXf.( +) OFT.( -) 74" 108 -1/4• (� 904 70.0 80.0 804 90.0 70.0 BOA 80.0 90.0 r12 70.0 80.0 804 80.0 74' 108 -1/4' _ x(3)8• 9a0 7GA GOA 804 80.0 90.0 70A BOA 80.0 GOA 70.0 BOA 80.0 900 74" 108 -1/4' 111° 50-5 /8. (4) 9 7" 80.0 80A 90.0 12 70.0 80.0 80.0 90.0 12 70.0 80.0 600 90.0 74' 108 -1/4" 111' (r 9 70A 70.0 80.0 90.0 12 70.0 70.0 60.0 62.8 12 704 7" 80.0 80.4 72" 84' 98° 108" 24" (2) 1 9 70.0 80.0 80.0 90.0 9 _ 12 70.0 610 80.0 90.0 70.0 80.0 WA 90.0 12 704 80.0 80.0 90.0 72° 84° or 108' 38' (3) 9 70.0 SOW 804 90.0 9 70.0 800 80.0 90.0 12 70.0 804 BOA 90.0 12 704 8GA 80A 90.0 72" 84' or 108" 48• (4) I 9 7" 80.0 804 90.0 9 704 80.0 80.0 90.0 12 704 80.0 80.0 90.0 .0 80.0 90.0 72" 84° foe' BO' 9 70.0 70.0 804 90.0 9 704 70.0 80.0 90.0 12 70A 70.0 80.0 80.0 12 70.0 70.0 800 87.8 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WNDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX S12E8) WRNDOW DIALS. A (1130 (1/3W) (1/311) 1EMIT 74• 108 -1/4' 111° 28' ) OPERATING VENTS TO BE 1/3 OF THE WNDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX S12E8) WRNDOW DIALS. A W/O REINF. I GLUM TYPE W1 EXT.(+) INT.( -) TIM NEW. GLAD 8' TYPE ' EXT.( +) INT.( -) 9MTH 1EMIT 74• 108 -1/4' 111° 28' ) 9 704 80.0 80.0 904 12 70.0 8DA 80.0 9GA 12 704 80.0 GOA 80.0 74• 108 -1/4° 111' 38 -3/8' (3) 9 704 80.0 80.0 9a0 12 - - au 90.0 12 - - 804 90.0 74' 50 -5/8" (4) 9 70A 80.0 904 90.0 74' or (5) 9 70A 70.0 840 90.0 72' 84' g8° 108° 24' (2) 1 9 1 70.0 80.0 80.0 GOA 9 70.0 80.0 80A 90.0 12 70:0 80.0 80.0 90.0 12 70.0 804 80.0 90.0 72' 84° 9e• 108' 38° (3) 9 70.0 80.0 80.0 90.0 9 704 80,0 BOA 90.0 12 70.0 80.0 800 90.0 - - 804 80.0 72" 84• 98' 48 9 70.0 80.0 80A 90.0 9 70.0 7a0 80A 90.0 12 70.0 70.0 BOA I 90.0 7a• 60' (5) 9 70.0 Tao 80.0 904 A - NO. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE YAM= WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 -DEC -219 mtl Z 0 Q� T � P VVVV Q d 3� �1 0 $ -' pv W a1� e craWin 1 Co. W09 -12 (1 /4W) 0/2W) OPERATING VENTS TO BE 1/4 OF THE YAM= WIDTH 'XOX' ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05 -DEC -219 mtl Z 0 Q� T � P VVVV Q d 3� �1 0 $ -' pv W a1� e craWin 1 Co. W09 -12 18Y TfinM ANCHORS wm BUCK SEE EI-EV. FOR SPACM METAL TYPICAL MICHOR.S I STRUCTURE SEE 8". FOR SPACM 1 9 Ii 0 i f i �I Ii e 4 15 15 a O 13 io 5 1 1 ° ea a' w TYPWAL .6 I • '$ I n SEEELEV. ANCHORSv. ,BY I �,• .^ FOR SPACING waoD BUCK wt COUM APPROVED OLIUM ANCHORS rMCAL ANCHORS SEE Et". FOR SPA= WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WBEPHOLES: 15 �� 2 Q6 L a� o�W �0•a0 vd' 4 Q pM �z g 8R0 g drawing no. W09 -12 TYPICAL-ANCHORS sEE ELEv. FoR sPACNG Wt 3/8° X 2 -1/4" WEEPHOLES AT EACH END 1/4° OIL TAPCON sY 'ITw (Fum120 KSI, Fy92 iM AND 37° O.C. MAX. I14" M La TRACON BY 'ELOW Tua177 Ksl. Fy-155 KSI) SEALANT: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1 -3/8° MIN. PENETRATION INTO WOOD JOINT SEALER 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 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING S1 (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/67 (NO SHIM SPACE) g TYPICAL EDGE 0.1STANCE INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. \� e7 ' INTO METAL STRUCTURE - 3/4" MIN. Df CONCRETE AT HEAD. siLL OR JAMBS Cc - 3000 Psi MN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I"m - 2010 PSI MN. 15 �� 2 Q6 L a� o�W �0•a0 vd' 4 Q pM �z g 8R0 g drawing no. W09 -12 1/e MAX 1/4• MAX SHIMS SHIM 0 0 0 SEE ELEV. �,DRB 21 B 7 S FOR SPACING 0 �i TYPICAL ANCHORS 1 SEE ELEV. FOR SPACING _ METAL 1 0 U STRUCTURE ,-.. - • . �` W SCREEN OPT. --- - a Fj 9 Q i �i��i gy VZ dj a O B 1 IBY a�6 4 STEEL RER.ffORC@7G 11 12 • - .a ° wow SUCKS J 8 AS REQO. SEE SHEET 2 � CAPACITY VRNDOW WIDTH Q XO LAYOUT TYPICAL ANCHORS SEE ELEV. £OR SPACING V t /4' MAX. 114' MAX. VENT WIDTH VENT WIDTH SHIMS 7SN! swM °j D.L. D o.L.O y � 2 ©B © � 3 7 �W 4 17 ...._ _ o. -- _ - Z 3 17 ° Z WOOD -SCREEN QPT - -_ N ". �.�rRT.E' VIC= STRUCTUR 20- 1 i �-a ILn \ fill �J)!p - * �aaw o2 -aaa9 11 � eaata' 1/2• o +• 1,3 $ d k er Hnum pox . o. v e O V O e¢ =—w Alm INw {MARIA IAm A oat %9 ao Out nna axERr ECO WINDOW SYSTEMS, LLC. 1,14114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885 -9299 FAX (303) 869 -390a e 013 +•+ No p+N ++w $"� c 01.11.( ew oF- AL- FAROOQ CORPORATION ENGINE @R8& PRODUCT DUVEWPMENT ,Lr 123& S.W. 87 AVE T M)AML FLORIDA 33174 T6+.. (808) 2845100 FAX (ebb) 2826978 � , a 2750 1.067 �4" $ 1 7/18- .".XlO .71 �FNFN�Tr 77II�� 2 A82 .8,3 1.434 t A F a 1.718 QQ o 3.249 1.140 12 i t U G51 O9 VENT TOP /BOTTOM RAIL STEEL REINFORCING 0 �j yy11 d .813 2.095 .518 cy &>1 7I 000-x0 1.140 1.810 1.290 I .719 -ON # �1 1 FRAME HEAD 2.2148 1.140 1.047 tf�$ O �� �T :d 1.140 1.610 10 GIAZiNG BEAD O 1.744 .813 gg1 Q6 JAMB STILE 81 VI 2083 3.876 .078 2.501 1.250- W (((/7/7/7111 40 gg N` 1.140 ,.340 LG ci .082 I _ y� .500 x°"1.344 SO 8i 0 MEETING RAIL O2 FRAME SILL 2.168 1.sla .250 1.422 2 .340 .312 .082 a A82 l.s7S c . O SILL TRACK © FIXED MTG. RAIL a ,7 _ m ^ 0 U T-1a 50 2. 812 2912 2.750 Erpr:.91VAD AI61M PRODUCTRBV ft p 2.888 CBI. Bu ��1aDAtlleFtorWa RA PE .� CA.PL • 705 Aog4m W NO �1� u+_onQLW BY II . T 2013 Plo" 91i " drawing no. .874 �.9 1.887 f.6es 2.611 W09 -12 ® MOV. FRAME JAMB ® FIXED FRAME JAMB ® FLUSH FRAME ADAPTER sheet B of 7 ITEM PAlT1' ¢ QUANTTfY D66C811. PION MA1BR44L MANF. /SUPPLIER /RBEfARXS 1 FY201 / FRAME HEAD 8083 -T8 - 2 FY202 1 FRAME SiLL 8083 -TB - 3 fY203 1 593. TRACK INSERT 8083-78 4 FY20S AS REIm. MOV. FRAME JAMB 8093 -T8 - 5 FY101 AS READ. FOIEO fRAUE JAMS 8083-78 - 8 FY104 i/ VENT FDIED Mf0. RAIL BOE3 -TB 7 FYtOS 1/ VENT VENT 94fER1.0{7C 8083-76 - 8 iY208 1/ VENT JAMB S9LE 8083 -T8 - 9 FY10T 2/ VENT T� AND BOTTOM RAIL 8083 -T6 - f0 FY1Q8 AS REOD. GlA21N0 BFJ10 b083 -TB - i/ - AS WOO. R£IN£ORCUNG BAR STEEL - 12 - A5 REQO. RQNFORCUIG BAR STEEL - f3 FY204 AS RTEQD. SAL DER 8083 -T8 USE AS REtxT. 14 FY209 4/ VENT ROLLER HG_U_SWG ffi WIDE CELCON - F222FY209 2f YEN1 ROLLER BRASS - fY210 a/ VEM ROLLER PW Sr. STEEL - a8 x f• AS fiEQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. sins �S X 3• 2/ VENT' FAf. RAIL 5111 SCREWS (593. END) CRS P.H. Sl6S W23f81 AS RED. FM SAL W'STRiPPWO - ULTRAfAB 039DT190 AS RE00. BULB SEAL 0 -LOH SCtiLEOEI. FZ07 AS REOO. BULB SFJU. SANfOPRENE ULTRAFAB. OUROMETFR 8515 E2G3 AS REQ11. GLA2INti BEAD BULB SANTGP[�TtE ULTRAfAB. Dlgi�dEFER 65:E5 23 FLB ^50 AS f�00. CLASS FACER S91CONE FRANK LGWE . za �VWKU� L2/ 1tEN1 SWEEP tnrcH - suLLlvnF1 ffi asses. 2s IarcH tATQt u4sr. SCREW sr. s,Eta. OH 28 WDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT S /18. 1�X SCREEN - OPTIONAL 28 FY120 FLUSH fRAFdE ADAPTER 8083 -TB �TWNAI. u [' 49 u,o a° o2 -24-09 tlr. tpn HAtAD M6 -200 AWN HOB. ROIM VM. 9114 N.W. 106 STREET MEDLEY, FL 33178 TEL (38) W -8299 FAX (399) 889 -5902 AL- FAROOQ CORPORATION �a EWINEERS & PRODUCT DEMOPMENT 1236 S.W. 87 AVE MUIMt. FLOMDA 33174 2=400 in NOTICE OF COMMENCEMENT -.7 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. t"V-! Z 309 TAX FOLIO NOJL--�-V Zqt 03 U !ARVE A. Y E" 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. Space above reserved for use of recording office 1. Legal description of property and street/address: 3 9'1 IV O, 00A -!;� ret Age 2. Description of improvernent: 3. Owner(s) name and address. OEM Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number: rl . J. Surety: (Pa -ne-, q;-!;r..)d by owner from - ractur if any) Name, address and phone number: Amount of bond 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whore notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes TATE OF FLORIDA, COUNTY OF DADE CoUry Name, address and phone number:._.__— �, rV -W" the 8. In addition to himself, Owners designates the foil 71' 3.13(l)(b), Florida Statutes. Name, address and phone number: P�A. 9. Expiration date of this Notice of Commencement: Lion SS my hffiffl and Official Seal. date is I year from fho date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS 'UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEIVIENT Signature(s) of ROi...,eqs) or, Qwnq� s)' . Authorized Officer/Director/Partner/Manager 4 Prepared Prepared By Print 1' ------ Print Name Title/Office 0%-Aff- Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE 2 0 day of The fore rki going instruent was acknowledged before me this )11:1B Individually, or 1:1 as___,___ for !Personally known, or 1:1 produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) JIJUE ANN S OGE" VERIFI A-i11Q1-UPQR$-VANT-LQ SIECTIQ 4 92.6 "�'M STATUTES ""A. MY COMMISSION # EE 029M -L 25, FL.Q IDA ST�AT A. September J T 'Opt EXPIRES: SOPtember26,2014 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. Bonded Tim Notary Pubrx um,,rftm Signature(s) q -OvvnE-r(s).pr Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: B y 12301.52 VAJE 3 0/12