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WS-15-3002
I 1 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -12-15-3002 p . Permit Type: WindowslShutters eoil( Classification. Window/Door Replacem Permit Status: APPROVED Issue Date: 12/812015 Expiration: 06/05/2016 Parcel Number Applicant 1680 NE 104 Street Miami Shores, FL 1122320320440 Block: Lot: AMIR KERMANI Owner Information Address Phone Cell AMIR KERMANI 3180 S OCEAN DRIVE HALLANDALE BEACH FL 33009- (305)965-0170 Contractor(s) MD MILLWORK CORP Phone Cell Phone (786)586-9583 Valuation: Total Sq Feet: $ 21,336.49 0 Type of Work: INSTALL NEW WINDOWS 22 WINDOWS 3 DO No of Openings: 25 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $13.20 $5.25 $5.25 $4.40 $350.00 $9.00 $17.60 $404.70 Pay Date Pay Type Invoice # WS -12-15-57916 12/08/2015 Credit Card 12/01/2015 Credit Card Amt Paid Amt Due $ 354.70 $ 50.00 $ 50.00 $ 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 conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing informatio - -te and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named ntracto to do the work stated. December 08, 2015 Authorized Signature: Owner / Applicant / y•ntr:ctor / Agent Building Department Copy Date December 08, 2015 1 X5/33c02 n1Mr1,771 tyle TESTING Cr ENGINEERING SERVICES. INC. STATEMENT OF INSPECTION December 16, 2015 Miami Shores Village 10050 Northeast 2nd Avenue Miami Shores, FL 33138 Reference: Residence 1680 NE 104th Street Miami Shores, FL 33138 Permit No. 2014-2234 NTES Project No.: SI -151278 Dear Sirs, In accordance with your request and authorization a representative of Nelco Testing and Engineering Services, Inc. has inspected the windows at the above referenced structure. Inspection was performed by visual observation and comparison with product control approvals, approved shop drawings, and approved plans. During inspection the following was noted: • Window sills were secured using 1/4" x 3" tapcon screws, spaced approx. 12"o.c. staggered. • 2"x 4" P.T. were used to fill gaps at lateral sides of new windows. • Lateral sides of windows were secured using 1/4" x 3 '/2 " tapcon screws, spaced approx. 8"o.c. and embedded into concrete a minimum of 1 '/2 " We hereby attest that to the best of our knowledge, belief and professional judgment, that the windows of the above referenced structure have been installed correctly in compliance with approved plans, shop drawings, and specifications. Nelco Testing & Engineering Services, Inc. appreciate the opportunity of assisting you in this project. If you have any questions, or if we may be of further assistance, please call us at (305) 259-9779. Respectfully Submitted Nelco Testing and Engineering Services, Inc. 1jk VMB VenkatesaT , Professional Engineer No. 63107 State of Florida 13370 SW 131 Street, Suite 105, Miami, FL. 33186 (305) 259-9779 ik Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 c LI- -2234 Inspection Number: INSP-248618 Permit Number: WS -12-15-3002 Scheduled Inspection Date: September 26, 2016 Inspector: Mesa, Michel Owner: KERMANI, AMIR Job Address: 1680 NE 104 Street Miami Shores, FL Project: <NONE> Contractor: MD MILLWORK CORP Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (305)965-0170 Parcel Number 1122320320440 Phone: (786)586-9583 Building Department Comments INSTALL NEW WINDOWS 22 WINDOWS 3 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments September 23, 2016 For Inspections please call: (305)762-4949 Page 2 of 36 TESTING S ENGINEERING SERVICES. INC. December 16, 2015 Miami Shores Village 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Reference: Residence 1680 N.E. 104th Street Miami Shores, Florida NTES Project Number: SI -151278 Dear Building Official: Representatives of NELCO Testing & Engineering Services, Inc. have performed a structural window buck inspection at the above referenced project. It is our professional opinion that the structural window buck for the above noted, has been performed according to plans and specifications. Nelco Testing and Engineering Services, Inc. appreciates the opportunity of assisting you in this project. If you have any questions, or if we may be of further assistance, please do not hesitate to contact us. Respectfully submitted, Nelco Testing and Engineering Services, Inc. VMB Ve katesan 1 1 Professional Engineer No.63107 State of Florida 13370 SW 131 Street, Suite 105, Miami, FL. 33186 (305) 259-9779 wS -1Z-16--SOOZ TESTING & ENGINEERING SERVICES. INC. STATEMENT OF INSPECTION December 16, 2015 Miami Shores Village 10050 Northeast 2"d Avenue Miami Shores, FL 33138 Reference: Residence 1680 NE 104th Street Miami Shores, FL 33138 Permit No. 2014-2234 NTES Project No.: SI -151278 Dear Sirs, In accordance with your request and authorization a representative of Nelco Testing and Engineering Services, Inc. has inspected the windows at the above referenced structure. Inspection was performed by visual observation and comparison with product control approvals, approved shop drawings, and approved plans. During inspection the following was noted: • Window sills were secured using 1/4" x 3" tapcon screws, spaced approx. 12"o.c. staggered. • 2"x 4" P.T. were used to fill gaps at lateral sides of new windows. • Lateral sides of windows were secured using 1/4" x 3 1/2 " tapcon screws, spaced approx. 8"o.c. and embedded into concrete a minimum of 1 1/2 " We hereby attest that to the best of our knowledge, belief and professional judgment, that the windows of the above referenced structure have been installed correctly in compliance with approved plans, shop drawings, and specifications. Nelco Testing & Engineering Services, Inc. appreciate the opportunity of assisting you in this project. If you have any questions, or if we may be of further assistance, please call us at (305) 259-9779. Respectfully Submitted Nelco Testing and Engineering Services, Inc. B V k 1-1 I to Professional Engineer No. 63107 State of Florida 13370 SW 131 Street, Suite 105, Miami, FL. 33186 (305) 259-9779 „A-0 BUILDING PERMIT APPLICATION 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 Master Permit No. +t �_-r - .' DEC 01 2015 FBC 2010 t Sub Permit Permit No.W 1 S -3�2 ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ((�^ /� �( 1 CONTRACTOR DRAWINGS JOB ADDRESS: tQ/� D Iv L, 1011 T r'ea.4- City: Miami Shores County: Miami Dade Zip: 3313-'3 Folio/Parcel#: I 1 — (0 a 5 a - 0 3 a -64(401s the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ,,//��lI OWNER: Name (Fee Simple Titleholder): /-1- w i r 1�c Ma r\ i Phone#: Address: 3 1 V) 5 00771 ONea n T r 4# 1 5 ) 24 City: --i-k ((i r' L t('era (. l State: -t—l.Ofl‘ Zip: .00f) / • Tenant/Lessee Name: Phone#: Email: / CONTRACTOR: Company Name: Pd ni (111(d00r)C Phone#: (-4 il0/S-86- (S 3. Address: / 0 tf g i S u) j c LJ- Terl 2, City: WI irAt Vt4 ' State: 1-4a. Zip: .. 3 I S-4 • Qualifier Name: PA (4 5 q0,17 ed' 7 Phone#: o a.$) aJ ' s 60 i • State Certification or Registration #: 6 I ,. i S 006,i • Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 0- 1 r a 3 6 , /Q . Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 0 New ❑ Repair/Replace ❑ Demolition Description of Work: c),) nt*oW S . ";‘ U.11 n4 DON-+ 5 3 Do° Q -s Specify color of color thru tile: ��ff�� 11 Submittal Fee $5b� (� Permit Fee $�oJ^^�� D ' W CCF $ CO/CC $ 0- LScanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ '_ TOTAL FEE NOW DUE $ 3 % 30 (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 &YP Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the d a reinspection fee will be charged. inspectionwill not be approv Signature OWNER or AGENT Theg fforegoing instrument was acknowledged- before me this 0 .J� day of / vW/N�-e,��# , 20 f , by r✓ tti7111e4'11 , who ispersonally k__w`to me or who has produced b L_ identification and who did take an oath. NOTARY PUBLIC: Sign: Print: f �/� \�cc.x.e_ Seal: as ri : NICOLE GONZALEZ °*. z MY COMMISSION # FF 123688 -4,8441,;, Bonded EXPIRES: July 18, 2018 4,R441,;, 'BondedThruNotary Putt ,ren ********** Signature The ffoorre- oing instrument was acknowledged before me this v day of U()Ja✓ , 20 f , by �.. / /PVA -S , who is personally known to me or who has produced - 0 IL - identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as ******************************************************************* APPROVED BY Plans Examiner • (Revised02/24/2014) Structural Review Zoning Clerk •4cOct, 23. 2015 2,14PM No, 0025 LP�,�i,MMIDDfYY) �•— �..TIFICATE OF LIABILITY INSURANCE , 10123115_ PRODUCER Icor General, Inc. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION —� 4310 SW 8th Street ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Miami, FL 33134 _ ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. _ Phone (305)443.4317 Fax (305)443-4372 INSURERS AFFt' DING COVERAGE NAIC # INSURED MD Millwork Corp 10481 SW 184 Tern Miami, FL 33157 INSURER D: — '�-- INSURER E: COVERAGES INSURER A: Granada Insurance INSURER B: Progressive Express Ins. INSURER C: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAINSURER F: MED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH TH1S CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH _POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. R IK R A 4SJADD'L Df D TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTNE PQLICI EXPIRATION DAT@ (MMIbDIYY) DATEktmIObIYYL`_ LIMITS GENERAL LIABILITY EACH OCCURRENCE 1,000,000 Q COMMERCIAL GENERAL LIABILITY 0185FL00037150 06/21/15 06/21/16 TIAMAGE TO PREMISES Ea occl,ED ce) 100,000 ❑❑ CLAIMS MADE © OCCUR EI A B ❑ GEN'L AGGREGATE LIMIT APPLIES PER: Q POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS • SCHEDULED AUTOS ❑ HIRED AUTOS O NON OWNED AUTOS GARAGE LIABILITY O ANY AUTO 0 EXCESS/UMBRELLA LIABILITY O OCCUR 0 CLAIMS MADE 0 DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND — EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below OTHER 01887096-0 10/05/15 MED EXP (Any one person) 5,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 PRODUCTS - COMP/OP AGG 1,000,000 10/05/16 COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) 10,000 BODILY INJURY (Per accident) 20,000 PROPERTY DAMAGE (Per accident 10,000 AUTO ONLY - EA ACCIDENT OTHER THAN AUTO ONLY: EA ACC EACH OCCURRENCE AGG AGGREGATE ❑ WC STATU- ❑ DTH - TORY LIMITS ER E,L, EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE • POLICY LIMIT DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENTI SPECIAL PROVISIONS Door/Window Installation CERTIFICATE HOLDER Miami Shores Village Building Department 1050 NE 2 AVE Miami Shores FL 33138 ACORD 25 (2001/08) QF CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, (3UT FAILURE TO DO 9O SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Delia Lugo ©ACORD CORPORATION 1988 A 9 0® CERTIFICATE OF LIABILITY INSURANCE DATE MDONYYY) 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(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Merchant Insurance Solutions 12326 Isabella Drive Bonita Springs FL 34135 CONTACT Staci Merchant ANN ,Exit: (239) 823-4382 FAXojc,Ne): (866) 406-4983 -MAIL TRESS: smerchant@merchantinsurancesolutions.com INSURER(S) AFFORDING COVERAGE NAIC N INSURER A: Associated Industries Ins Co 23140 INSURED MD Millwork Corp. 10481 South 184th Terrace Miami FL 33157 INSURER B : INSURER C: INSURER D: $ INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR RTYPE LIR OF INSURANCE ADDL INSD SUER WVD POLICY NUMBER POUCY EFF MMI (DD/YYYY) POUCY EXP IMMIDDIYYYY1 UMITS COMMERCIAL GENERAL UABILITY EACH OCCURRENCE $ CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GE 'L AGGREGATE POLICY OTHER: LIMIT APPLIES PRO- JECT PER: LOC GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS SCHEDULED AUTOS NON-0WNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS UAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBANY ER (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below YIN NIA AWC1053092 10/03/2015 10/03/2016 X STATUTE ETH E. L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space Is required) WINDOWS DOOR INSTALLATIONS CERTIFICATE HOLDER CANCELLATION I MIAMI SHORES VILLAGE BUILDING DEPARMENT 10050 NE 2 AVE MIAMI SHORES FL 33138 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 __ow'��_ ACORD 25 (2014/01) © 1988-2014 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Contractors Tax Receipt ri—AunicipalState of Florida Miami -Dade No ABILL� DO NOT PAY CC NO: 018500468 BUSINESS NAME/LOCATION MD MILLWORK CORP 10481 SW 184 TERR MIAMI, FL 33157 OWNER yi MD MILLWORK CORP MI ED RECEIPT NO. 7475691 EXPIRES SEPTEMBER 30, 2016 1 Pursuant to County Code Sec 10-24 PAYMENT RECEIVED TYPE SPECIALTY LT BUSINESS BY TAX 06 2015 SPECIALTY BUILDING -CONTRACTOR 62.50` u 1/ 2O COLLECTOR, — 1 61.01010/518/ 000588 1 i Restricted to City of Miami. Shores 1 1I II � �P 1 For more Information, visci CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 01 BS00468 MD MILLWORK CORP D.B.A.: GO .% EZ ALEXIS Is certified under the provisions of Chapter 10 of Miami -Dade County VALID FOR CONTRACTING UNTIL 09/30/2016 004641 q Local Business Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7146095 BUSINESS NAME/LOCATION MD MILLWORK CORP 10481 SW 184 TERR MIAMI FL 33157 OWNER MD MILLWORK CORP Worker(s) 2 RECEIPT NO. RENEWAL 7423171 LBT EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED 196 SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR 018500468 $75.00 07/22/2015 CREDITCARD-15-037838 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or certification, of the holder's qualifications, to do business. Holder muet comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visitwww.miamidade.govhaxeofleotQr Municipal Contractor's Tax Receipt Miarni-Dade County, State of Florida -THIS IS NOT A BILL -DO NOT PAY CC NO: OBS0°466 BUSINESS NAMENACATION MO MILLWORK CORP 10481 SW 184 TERR MIAMI, FL 33157 OWNER MD MILLVVORK CORP RECEIPT NO. 1475691 EXPIRES SEPTEMBER 30, 2016 Pursuant to County Code. Sec 10-24 TYPE OF BUSINESS SPECIALTY BUILDING CONTRACTOR Restricted to City of Miami Shores MiAM For more Information, visit vrtrs%MbS PAYMENT RECEIVED BY TAX COLLECTOR 62.50 11/06/2015 0223-16-000588 qa CERTIFICATE OF PRODUCER Icor General, Inc. 4310 SW 8th Street Miami, FL 33134 Phone (305)443-4317 Fax (305)443-4372 INSURED MD Millwork Corp 10481 SW 184 Terr Miami, FL 33157 LIABILITY INSURANCE DATE 10/23/15 Y` THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDEDSY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURER A: Granada Insurance rINSURER B: Progressive Express Ins_ I— INSURER C: I INSURER D'. • INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NDTW ITHSTANDING ANY REQUIREMENT, TERM DR CONDITIDN OF ANY CDNTRACT OR OTHER DDCUM ENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TD ALL THE TERMS. EXCLUSIDNS AND CDNDITIDNS OF SUCH _POLICIES. AGGREGATE LIMITS SHDWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AWL PCY .LTR -RD. A TYPE OFINSU_RANC_E_ GENERAL LIABILITY (;Z COMMERCIAL GENERAL LIABILITY POLICY NUMBER 0185FL00037150 OLI INSEFFECTIVE POLICY EXPIRATIONS LIMITS DATEIMMIDD/YY) DATEAMM/DD1� - 1 EACH OCCURRENCE DAMAGE TD RENTED 06/21/15 06/21/16 ;PREMISES (Ea occurence) -:❑ CLAIMS MADE W OCCUR ❑ GEN'L AGGREGATE LIMIT APPLIES PER: C] POLICY ❑ PROJECT ❑ LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS ❑ - --- -- ---- GARAGE LIABILITY j] ANY AUTO -❑ — — EXCESS/UMBRELLA LIABILITY ❑ OCCUR LI CLAIMS MADE ❑ DEDUCTIBLE ❑I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER ! EXECUTIVE OFFICER / MEMBER EXCLUDED? if yes, describe under SPECIAL PROVISIONS below OTHER 01887096-0 10/05/15 10/05/16 MED EXP (Any one person) 1,000,000 100,000 5,000 PERSONAL & ADV INJURY 1,000,000 GENERAL AGGREGATE 2,000,000 PRODUCTS - COMP/OP AGG 1,000,000 COMBINED SINGLE LIMIT . (Ea accident) — BODILY INJURY • (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) AUTO ONLY - EA ACCIDENT , OTHER THAN EA ACC AUTO ONLY: AGG EACH OCCURRENCE AGGREGATE T❑ WC STATU- ❑ OTH- TORY LIMITS R. -- E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE -POLICY LIMIT , DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Door/Window Installation CERTIFICATE HOLDER Miami Shores Village Building Department 1050 NE 2 AVE Miami Shores FL 33138 ACORD 25 (2001/08) QF CANCELLATION 10,000 20,000 10,000 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. I AUTHORIZED REPRESENTATIVE Delia Lugo 0ACORD CORPORATION 1988 lsoRb" CERTIFICATE OF LIABILITY INSURANCE D'TE(M"1/°D"'Y") 10/23/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THg CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSLIRER(S), AUTHORIZED REPRESENTATIVE.OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(iias) 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 ngL confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER mercnant Insurance ooluuorll 12326 Isabella Drive mum Staci Merchant h~I• j (C00) oeO.4000 f e„4•.,- {fa (lass) 100 4009 MArQ IL AKoss, Smerchant@merchantinsurancesolutions.Com LIMITS INSURER(s) AFFORDING coves Gs NAIL 5 INSURED MD Millwork Corp. 10481 South 184th Terrace Miami FL 33157 INSURER B: J RERC, INSURER D : EACH OCCURRENCE INSURER E INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 18 TO CERTIFY THAT THE POLICIES INDICATED. NOTWITHSTANDING ANY REQUIREMENT, CERTIFICATE MAY BE ISSUED OR MAY EXCLUSIONS AND CONDITIONS OF SUCH OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD TERM OR CONDfT1ON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS ipSR try TIPS OF INSURANCE 7mbC'SDBR �N D WVj , POLICY NUMBER PO ^— 1NiVT1 Y DIP imtanNt/YYYY) LIMITS COMMERCIAL GENERAL UABRITY EACH OCCURRENCE 5 n OCCUR lgEfCLAIMS•MAOE P AICb�'�'b (Ea6 oeeur $ MED EXP (Any onopursunl 5 PERSONAL a, ADV INJURY 5 oc rL Aconco,,,TC —112° POIJCY LIMITK»".,c4 ECR. EC LOC GENERAL AGGREGATE: PRODUCTS • COMP/DI' AGG $ OTHER $ AUTOMOBILE LIABILITY(Ea-L1cddent) N� M $ ANY AUTO BODILY INJURY (Por wain) 5 ALL OWNEDS SCHED LEO INJURY (Par uceidanq 5 ^--. _AUTOSflan HIRED AUTOS VNrou pbOOODILY it'�T�A,h94AMAGE _ r T 5 UMBRELLA UAB OCCUR EACH OCCURRENCE 5 EXCESS UAB CLAIMS -MADE AGGREGATE 5 DED RETENTIONS _ $ WORKERS COMPENSATION X . ;T TUTS T� 1 ERR- AND EMPLOYERS' UABIUTY ANY pRQPRIETORIPARTNERIEX1•CUTIVE Y( , �i E.L. EACH ACCIDENT 5 1,000,000 A (minatory in NHi avCtl3ocM l ,J NIA AWC1053092 10/03/2015 10/03/2016 o.L upee.wa • cA crarLorcc m 1,000,000 If YYria, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT _5 1,000,000 DESCRIPnON OF OPERATIONS I LeCAVONS! VEHICLES (ACORD 101, /Malarial Remarks &haUWa, may Be attached 11 bora apace Is required) WINDOWS DOOR INSTALLATIONS CERTIFICATE HOLDER MIAMI SHORES VILLAGE BUILDING DEPARMENT 10050 NE 2 AVI MIAMI SHORES CANCELLATION FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED RLPRESENTATrvE AOORD OC (5044)01) Z0/Z0 39' d (� 1988.2014 ACORP CORPORATION. All rights reserved. Tho Armon n.mn and Inn aria roolsrorod marks of ACORD 9LE0ZVZ98L 8t ET 600Z/0Z/90 Aio 2y .2 oe a Axe f# SQL./ X517 RECELVF;D DECO 1 2015 BY - K • \E • • • ••• ••• • • • '• • •• .••' h• ••• •� •• •• • •••. • •� 1 • • • .• •• • 410 Miami S hores Village APPROVED ZONING DEPT BLDG DEPT DATE (2/7 ;','1.;[ CT TO COMPLUWC.1 1 I ' I. 1 I Df RAL 1 1�`( Cot INTY (11111 ( 1 1 rX119 g- COZ do ,E# b"?vo %'2 • •••• •••• • • • • • ••• • • • •• • • • • • • • •: • • • • 10, pits 4/2/ 34 13 38 /.�38 �, go 1-.Zx497=,UoAA•/2-o'o,2•d3• 'res# /z.A7-13 -go z_ 5y K 5/ /UOAt • /2-o/21. e,9 • ,4'/Z • )67 4-3 6 — 5P 3 = 2y /11O, - 02a. • 05 72xeC6--el /(104- -.02-06••ate F-1 •CG - -90- 5- /2/3vRa No,/ ? - 2 C9Lsfir✓ . 8) P5 41144 - c /475P 8� 5 Xy0 = /00 /3--2-0Cv -05 ��,�� � :•.f "� - to7r9 ,74- /3-0, /2.02. 5,/ 6/1-55 de2• ' - .2.;17B0 -,o A. /3. c772 7. ' 2K/r( --/toA• /3 ` o2o�O 05-/j&--(Z-AW-7L-.20 --gam �3- /2l3/T go 7. /00.1- /3.0 e.02_2 ‘4-55 C;V-/-4-0 fire 2v/L7e 9 WDA / 3 = c'2 D - 05 ,vox- /3 • c'2 e05 G/*/ -)C -go PC)/41- /3-0,2-06 -a5 POS-/2Or2-i-, 01- Hg_ �� O 3) )6 g = 100111 • /2, o t2 • 09 g:Q- � f - ga f q K3 ) Axm /2_! 0727 '07. /-0z , z 2y1 T g ea • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval N, Q number, size of each opening, (width and height), opening design pressures, and design • • pressures for each component taken from the individual NOA, "Notice of Acceptance") • • • ❑ : Two Z2) copies of State of Florida or Miami Dade County approved NOA for each different • components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) • • • • • • • ❑ •' 015?4„Replacement of windows and doors. The replacement of garage doors, exterior doors, •• • • • • ticylight, operative and inoperative windows shall be designed and constructed to comply with •• • .• • • • •• • .• • • • ▪ etaDrer 16 of the Florida Building Code, Building. • .••• . • • • • • • Exceptions: . • • ••• • • • • • •. • • • ••.•� Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 7Kgo 2? 23 - ?2 3> 2y / ;/5/ Zsy /O5/u..S) 000 004, - . : ivc4' /2-O(2 ///et ova,./2ro"2-9-. 4-9 -mac) /004, /2 -0/2; itite /0cA /2 . V/- 112. .. • •• •• • • •. •. •. • • • • . .• • • • .. • • •.• •. • • .. . •••• • • .... • • ' • • . .•• . • . • • • • • • • .. .. • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design • • pressures for each component taken from the individual NOA, "Notice of Acceptance") • . • •. LI:•!w (2) copies of State of Florida or Miami Dade County approved NOA for each different .• • • • • • • • •431 l3onents being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) • •••,••• • • • • • • ❑ 00'6'4 Replacement of windows and doors. The replacement of garage doors, exterior doors, • • • • • • • dslaght, operative and inoperative windows shall be designed and constructed to comply with • • L 'hater 16 of the Florida Building Code, Building. • • • •• • ; Aceptions: • 24 • • ••• • • •• • • • • •• Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO -FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th 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 (hn 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 "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No. W13-49 REV A, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on MAR 1012013, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval ;lamp with the MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 w•ww.miamidade.Eov/economy Notice of Acceptance number and approval date by the Miami -Dade County Product Conitkgl•S�,ction. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • . . . . .. Limitations: • 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. F,iteiior (poasifive}desigin pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure front .: • • • charts applies to entire system. • • • • •• • 2. See approved configurations in sheets 1 thru 4. The max frame width not to exceed 192," . • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city! stateAy{.Sezies add • • • • following statement: "Miami -Dade County Product Control Approved", noted herein. : .• . • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bee achange 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 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. • MANMADE COUNTY NOA No. 13-0912.02 Expiration Date: March 20, 2019 Approval Date: March 20, 2014 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W13-49 REV A, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on MAR 10, 2013, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 12/12/13 and last revised on JAN 27,2014, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE •• • •. . .• • . .. . • • . . . 1. Miami Dade Department of Regulatory and Economic Resource• g R). •.... • E. MATERIAL CERTIFICATIONS .. .. 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNeinours their "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Neiiiouu'& CO. L c. for . & Co., Inc. for . . • "DuPont SenttyGlas ® Interlayer", expiring on 01/14/2017. •.. •• ••• F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 12/12/13, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. E-1 •,SLt .. .t��,�. shaq 1. Chanda, P.E. Product Control Examiner NOA No. 13-0912.02 Expiration Date: March 20, 2019 Approval Date: March 20, 2014 . . INSTRUCTIONS* USE CHAIRS AS FOLLOWS. STEP t SEE CHART 91 ON SKEET 5 FOR CUSS CAPACITY AND REINFORCING REQUIREMENTS. $tEP 2 SELECT SILL TYPE FROM SHEET 7 AND UMT EXEH.) DESIGN PRESSURE AS SHOWN at DETAIL STFP 3 SEE OHM 92 ON SHEET 5 FOR ANCHOR CAPACITY. StEP ! TIKE EA6ST VALUE RESULTING 'TCN STEPS 1 TRU 3 SHOAL APPLY TO ENTIRE SYSTEM. DAYUTE OPENINGS WIDTHS: FIXED STLE-INTERLOCK - PANEL WIDTH - 7.125' INTERLOCK -ASTRAGAL - PANEL WIDTH - 7.250- OAYURE OPENING HEIGHT: PANEL HEIGHT - 6.50' PANEL HEIGHT - DOOR FRAME HEIGHT - 1.5625' THESE DOORS ARE RATED FOR LARGE & SHALL MISSLE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -700 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT IMS BEEN DESIGNED M6) TESTED TO ON/PLY WITH THE REOWEMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGN moan HURRICANE ZONE (1PMZ). 1BY OR 201 04000 BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY 10 TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LS1E0, SPACED AS SHOWN ON OETARS. ANCHORS EMBEDMENT TO ELSE ANTERIAL SILL BE BEYOND WNL DRESSING OR STUCCO. ANCHORING OR LOA RIC CONISII10NS NOT SHOWN N THESE OETNL3 ARE NOT PART CP THIS APPROVAL A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS 0110 W000 ONLY. ALL 51115 TO BE MGH IMPACT. NON-AEFNIIC AND NON-COMPRESSIBLE MATERIALS INCLUDING BUT NOT UNTIED 10 STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER OSSMITAR MATERIALS SILL MEET THE REQUIREMENTS OF THE FEOROA BLDG. CODE SECTION 2003.11.4. 5 MAX. HEAO MINERS 13 MAX CLUSTER OF 4 DR 6 61D10RS AT 041ERL00) ENDS SEE SHEET 5 FOR CAPACITY OOOH FRWE HEIGHT 106 7/16' • I p ,j _r i� ,, II N' 'iO II . h INTERLOCKS WON OR WITHOUT REINFORCING /SEE CHART /1 i% FALSE MUNTTN OPTIONN. 41 3/4" GPC. 41 3/4' D.L 000 • • • • • • •• • • •• • ! U 0 6 50 10IMM• . • • • rt'4 •i• • • •• • • • • • •• 14.PCb1AyPYYb FM1a1 2 1 CORS 13' MAX. SILL CLUSTER OF 4 OR 6 ANCHORS AT INTERLOCK ENIOS SEE SHEET 5 FOR OPACITY •• 1 • • • • • • • • • • • • • • /LAtINATED eAsi • • INSUL. IAM. QF1,, S • LARGE MISSILE IMPACT TYPICAL FILIATION ox [631" z )!3 Ot e • 0 = 3•,* Oo *0Rin9 00. W13-49 (Hxt 1 0412 8 t ; n c o/ �I'. A P- ''�� ,, _ ,; 1 '/ P i' iF=—=Jt= i ii /24 o C / INTERLOCKS MTH OR WHOM' ///RER•ORg1O / SEE CHART /1 O ®— /- FALSE HANRIN 5' MAL SAL CORNERS INTERLOCK 1r 66). SILL IYPK.AL ELEVATION oxx CLUSTER Of 4 OR 6 ANCHORS AT � 5 FOR CW65T SEESHE • • • • • •• • . • • •• • • • • • •• • •••••••• .••• •••• •••• • • • • il• • • • •Ne1MI�II/Y••Iie •6 3(blt F oa �rE.iH�HRHEaRHa • • •••.• • • • • • • •• • • ••• • • • •• • EPIn Al7O wow OVA. M PJ 70551 CAN. b]! 10 I,u: F g 1 8 411 1.3,440 111 jenu droning no. W13-49 (Meet 2 of 12 5' MAX. HEAD CORNERS t3 990. HEAD 4 3/Re TW. CLUSTER OF 1 OR 8 ANCHORS /AT INTERASRMGL ENDS SEE SHEET ET 5 5 FOR OIPACH 192' 0008 FRAYS WTH s0 a4 © III -q 1 ;1 11 0 1 1 ;I ;; 11 1 s I I = 1 �I 1 it ; 11 -1' 'III_ ;��i 11�1 INTERLOCKS NI19 0R WITHOUT ///REPIFdiCWO / SEF Clwrc {1 / I {.I INTIRLDOKS WITH OR EAilIOUT REINFORCING 1/REE N2wtt ,1 ( FALSE AAINTINJ OPTION/A 5. 4 . SILL CORNERS 42 1/1r D.L. OPG 42 1/10' 49 3/18' PANEL Wp1H 0.L OPO. 49 5/Hi INTERLOCK / 1 PANEL 8110711 ASTRAGAL 9NORXX L5• IAL SILL TYPICAL ELEVATION OX XX CLUSTER OF 4 OR 6 ANCHORS AT 9NHERLOOVASRU(YA ENDS SEE SHEET 5 FOR CAPAC11Y 8 e N • • • • • • • • ; 0 M •• • •• • ��J • •• • Z 4 • • • 0,.. • • • • g 1aa.-��► q� 4 , •••• •••• •��' 1 • • • • • •••• •••• •IV • • • • •ion 4 • , 11 �nn���GC f1 111 •• • • • • •• • Dq: AAAA MASA 021E FIA K ! 10392 CALL $]B ;AO Zii111 • ••• • • • •• • drawing no W13-49 • •• • OXX (SHORN) xxo OXO (SHHOAN) 0009 FRAME 'ADM 0 4o -- OXXX(SH0U1) oxx0 xxxx EXTERIOR DOOR FRAME 'MOTH NOTE 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REOUIRETAENTS SEE SHEET 5. 3. FOR ANCHOR OETARS SEE SHEETS 7 THRU 9. • • • • • •• • • • • • •• • • • • • •• •••• •••• • • • • •••• •••• • • • • • • • • wNv PMMAYM•uN1•w • • • • • • • • • • •• • • ••• • • • •• • CHART / DESIGN LOAD CAPACITY - P8? (GLASS) WAGE PPR 8680 84104 WOR 1611E NW 8064 GLASS TYPES '8'. 111' 0!188 TYPES '6'. 'AI' (WRIGE PNR 0024 NINE HERE 00518007 8!918. 1828 8®O. EXT.(4) 60.(-) EM.(4) 60.(-) tem won 30 600 70.0 800 70.0 600 30 80.0 70.0 800 70.0 00.0 42 82 704 00.0 70.0 000 40 880 700 000 70.0 60.0 54 000 62.2 71.1 62.2 71.1 30 72.7 700 80.0 70.0 900 36 71.1 70.0 800 70.0 800 42 84 700 800 70A 800 48 722 70.0 800 AA 60.0 54 000 62.2 71.1 62.2 71.0 30 06 700 600 70.0 804 36 74.6 700 800 100 004 42 90 700 804 700 000 48 55.2 700 800 700 80.0 54 80.0 - - 62.2 71.1 30 800 700 600 700 800 36 589 700 600 70.0 000 42 96 AA 000 700 80.0 40 60.0 70.0 800 700 600 54 55.9 - - (2.2 71.1 30 75.0 700 80.0 70.0 600 36 80.0 800 70.0 800 700 800 42 00 70.0 00.0 700 800 48 700 80.0 70.0 000 30 - - 700 80.0 36 - - 70.0 80.0 42 102 - - 70.0 80.0 40 - - 700 000 30 - - 700 00.0 30 - - 700 000 42 108 - - 700 80A 40 - - AA 800 91 1R661R 161NP6mxP. CHART /2 LOAD CAPACITY - PSP (ANCHORS) WAGE PPR 8680 84104 WOR 1611E NW 8064 4 Mom 47 NG e pi 066 616m6{ AT Inc. au INN CXTE.) NT.(-) O0{4) M{-) 30 36 42 40 84 62 70.0 60.0 70.0 800 700 600 70.0 80.0 70.0 800 700 80.0 100 75.2 70.0 80.0 62.2 70.5 62.2 71.1 30 36 42 48 54 84 704 880 700 600 70.0 800 70A 000 704 79.1 70.0 800 70.0 72.7 70.0 80.0 62.2 684 62.2 71.1 30 38 42 48 54 Co 70. 80A 704 800 700 800 700 60.0 70.0 722 70.0 80.0 601 86.1 700 000 61.5 61.5 022 71.1 30 36 42 40 54 06 700 000 700 800 70.0 74.6 70.0 00.0 605 68.5 700 80.0 00.0 60.0 70.0 000 562 55.2 62.2 71.1 30 38 42 46 96 70.0 80.0 700 000 70.0 72.7 70.0 800 64.7 64.7 10.0 80.0 50.9 589 700 800 30 36 42 48 102 70.0 800 70.0 800 692 693 704 60.0 613 61.5 70.0 800 55.9 55.9 700 800 30 36 42 48 106 70.0 75.0 700 8170 64.6 640 70.0 80.0 800 57.3 57.3 700 519 519 70.0 77.9 3/18' HEAT 5112060 GLASS .090' 60EION7R 5E08008A5 87 7680187 3/10' HEAT 5TNEP0 PUSS 3/16' TEMP. GLASS 3/e' AR SPACE 3/10' IGT 5REN0 PASS .090' NTERIAYER 500RT1AS 87 'IMPOST 3/16' HEAT 506Df0 CUSS SUCONE 008 699 GW43 TYPE 'A' 7/i6' OYES*! LAA 01A55 3/16' HEAT 51ROM PASS 000' INTERLAYER BU8ACRE RIB 07 '007087 3/16' HEAT STRUM IXA55 SUCQIE 10018 699 CLASS TYPE 'AL' OVERALL NSUL UM. PASS /CARDINAL XL EO6E SPACER 5T. STEEL 3/16' 1017. PASS 3/8' AN SPACE 3/ 6' HEAT 50E1% GUNS • • .090' NTERI.iR 28IRACITE 768 87 '008087 • 3/10' HEST STEM/ Ross • • • 560500E Om 809 • �•••• • • • ALL (07ER100(4) LOADS 5110884 N CHARTS ABOVE ARE FOR MORS •110 2-3/4' SILL HEIGHTS FOR 2' SRL HEIGHT LMT EXT.(4) LOADS TO 470 PSE 00017S WITH 1-1/8' SU_ HEIGHTS ARE NOT APPROVED FOR WATER NITRATION RESISTANCE SEE SHEET 7 FOR OE7AR5 n GLASS TYPE 'H' 7/10' 04(8LL IAB. GLASS NOTE: SEE CHART 11 TOR DESIGN LOAD CAPACITY OF DESIRED CLASS SZE AND REINFORCEMENT. SEE CHART 12 FOR ANCHORS CAPACITY. LOWER VALUES FROM CLASS OR ANCHOR CHART WILL APPLY TO ENTIRE 7.750.84. AVERAGE PANEL MOTH - DOOR FRAME WD1H DAX. 4 PAEL OR LESS) NUMBER OA PANELS GLAZING OPTIONS ••• �GIA33.4YP� '01' 1' OVERALL BOR. MAI. PASS f • • CARONI/ XL EDGE ST. STEEL • • • • • • • • ��6jj6 • • • AMY6MNI(AlyQjy�� a 84411.7 Enq: "AO 544p !AAL M PE 6 10562 GAD. AN NOTE: I CLASS CAPACLTIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 .614681 5 9T 12 • • •• NOT APPROVED FOR MATER RF0STANCE MT IM EXT.(+) LOADS TO 47.0 PSF LM MAX EXT +) LOADS TO 70.0 PSF Slli HEIGHT VS WATER RESISTANCE EXT.(+) LOAD SEE CHART 1 POR DOOR CAPACITY COUNTY ART) IIUHON SEENCA 3-1/6' 11 11 11 11 11 11 1P6 • SEE • • FOR SP ARF.PHOLES: • • WI = 1-1/2" LONG NOTCH AT BAAI E)O, • W2 = 3/16' X 3/4' LONG WEEPATTI;Aii.2' FROM ENOS • AND 36" D.C. W3 = 3/16" X 1' LONG WEEP NOAHAf i' FROM ENOS • • • • AND 36'0.C. • • • • W4 - 1/4" X 1" LONG WEEP NOTC11111.5. FROIA ENOS • • • • AND 36' O.C. • • PILE PADS' • • P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LANG X 7/16' VIAL• 11J% HIGH • P2 = SELF ADHESIVE PRE PAD • • • • • • 1" X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MWLTPINTEGRAL mi 2-1/2" X 1" X 3/8" 4101' • • P4 = OPEN CELL FOAM AT INTERLOCK 44 ASTRAGAL 2' LONG X 1-7/18' WIDE X 7/18" HIGH tqn ado mama M PEE 70.12 GAR. 3635 • ••• • • • •• • E g rKi 8 -2¢ 46 d � 4 • • • • I, i R:1 I' H'ill NOT APPROVED FOR MATER RF0STANCE MT IM EXT.(+) LOADS TO 47.0 PSF LM MAX EXT +) LOADS TO 70.0 PSF Slli HEIGHT VS WATER RESISTANCE EXT.(+) LOAD SEE CHART 1 POR DOOR CAPACITY COUNTY ART) IIUHON SEENCA 3-1/6' 11 11 11 11 11 11 1P6 • SEE • • FOR SP ARF.PHOLES: • • WI = 1-1/2" LONG NOTCH AT BAAI E)O, • W2 = 3/16' X 3/4' LONG WEEPATTI;Aii.2' FROM ENOS • AND 36" D.C. W3 = 3/16" X 1' LONG WEEP NOAHAf i' FROM ENOS • • • • AND 36'0.C. • • • • W4 - 1/4" X 1" LONG WEEP NOTC11111.5. FROIA ENOS • • • • AND 36' O.C. • • PILE PADS' • • P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LANG X 7/16' VIAL• 11J% HIGH • P2 = SELF ADHESIVE PRE PAD • • • • • • 1" X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MWLTPINTEGRAL mi 2-1/2" X 1" X 3/8" 4101' • • P4 = OPEN CELL FOAM AT INTERLOCK 44 ASTRAGAL 2' LONG X 1-7/18' WIDE X 7/18" HIGH tqn ado mama M PEE 70.12 GAR. 3635 • ••• • • • •• • E g rKi 8 -2¢ 46 d � 4 • • • • 161 OR 281 W000 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 SPACNG (� AT READ - ITYPE 'A'- 1/4" DIA. ULTRACON BY 'FI. CO' (no -177 KsL Fy-155 160 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONCRETE 1-1/4" YIN. EMBED OJTO CONCRETE TYPE 'B'- 1/4' DIA. ULTRACON BY 'ELCO' (F .177 K9. Fy.155 KSO DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED TYPE 'C'- 1/4" d.A SELF DRILIN0 vfLD2 (GRADE 6 CRS) INTO MIAMI-DADE COUNTY APPROVED MUWONS (1/8' THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) AWMINUM 1/8" THK. MIN. (6063-T5 MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I AT BILL - — PAINTED)] [ -TYPE 'B'- 1/4' dA. ULTRACON B1 'ELD0' (Fw.tn K91. Fy.155 160 I DIRECTLY INTO CONCRETE L 1-1/4 MIN. EMBED 1 AT JAMBS- — — 1/4' DEA. L6 TRACON BY 'ELCO' (F 177 5251, Fy.155 KSI) INTO 28Y WOOD RUCKS OR WOOD STRUCTURES 1-1/2' MON. PENETRATION INTO 4000 THRU 181' BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 1/4' DIA W TRICOT! H1 'ERCO' (F4.1.177 K9. Fy.155 019) OIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/47DIA SELF 0RLLI/O SCREWS (GRACE 5 OS) INTO 84641-0800 COUNTY APPROVED MULLIONS (1/8" THK. MN.) I INTO METAL STRUCTURES STEEL : 1/8" 1)9(. MIN. (Fy • 36 KSI MIN.) AUONNUM 1/8' THK. MIN. (6063-T5 MIN.) L(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)] 1 INTO U 21005 CONCRETEMW. INTO W000 STRUCTURE . 1' MIN. INTO METAL STRUCTURE . 3/4" MN. CONCRETE AT HFA. SILL CR JAWS re . 3000 PSI IAN. C-90 HOUAB/FILLED 6.001 A7 JABS fro . 2000 PSI 111. • • • . • •• • • • • •. • •• • •• •• • • • • • • • • • • • • • ••••. •••• �•.�)� ••••• ••• .•• l4Wd l.r • • • 1W16,neanC'wtN • • 1•_ls14 "4 • • • • •• • • ••• • • • •• • E.p:.MMU AgNO M PE 8 70597 C.A.R. 3815 0 F w 1 (3 • • • • • 33335 EIUI MIN drawing no. W13-49 1111.61 6 of12) TYPICAL ANCHORS SEES. FOR SPICING TRICAL ANCHORS SEE ELEV. FOR SPMNRO BUCK 3 t/4. /M%. sxu PANEL ROTH ROOK PRINK r om EXTERIOR PANEL .OM • • SHIM • • • • •••• • • •••• • • •• •• • • • • • • • • •• • CIVIL NA PC / 70592 CAN. WS • •• • • • • • •• • •••• • • •••• "ppm. rwaPyag,.J.M PMdY• p4 • • • • • • • • • •• • • • • • • • • • droning no. W13-49 ahrt 8 of 12 DOOR ROW •DTH • • • • t/4. 40. •• • • • . • •• • • •••• •••• • • • • •••• •••• 00M • • iu: - zTfSR"t.A • • •• •• • • • • • • • • •• • Fyr, *WO CNL RA PE 17an • • ••• • • • •• • dj 5 g41. LL • .... • • ••4 ti • • • • vo • • ;-if • • 4 1 1 ri s (drawmo. owing n ing ph. 9 atz. • • • • • • • 11®10 PAO 1 WARM 91990211011 MAMMAL MANE./103PPLIER/19119991 1 Erol 1 FRAME HEAD 6005-75 - 2 E702 1 MIME S6L 6005-T5 - 3 E703 2 FRAME .MIM 0063-16 - 4 E704 2/ PN61 PNEL 10P A10 BOTTOM RAIL 0063-76 - 5 E705 AS RM. PANEL LOCK SIRE 6063-T0 - 6 E706 AS 11E00. PANEL OIRER INTERLOCK 6063-10 - 7 (707 AS RECO. PNIEL 6MER ARERID01 013-16 - 6 (706 AS MOR PNM MME /STRAW/ 0003-76 - O (MO AS ROW. PNEL FEMALE OUOMAL 00063-14 - 60 0710 A5 MOD. OIALMO BEAD 7/16' IAM CRASS 6003-10 - 11 E711 AS REM. GLAZING READ i' N91AATED CLASS 6063-76 - 12 0712 AS REM. 91.1. MN 6063-76 CP1099. 13 (713 AS RE00. 2' SILL RISER 600.3-T6 - 14 0714 A5 RE00. 2-3/4' SILL RISER 6063-10 - 15 (715 AS REM. MED PANEL CLIP 6063-76 - 17 (717 AS MOD. 61106ACK STIFFENER (FULL PANEL IDIOM) 0063-70 - 16 /10 K 3/4• I0114 915 AS REM. FAME ASSY. sawn ST. STEEL - 104 #10 K 1' M 5115 AS REM. PAWL ASSY. SCREWS 5T. STEEL - 10 P6 6 1/2' PN 545 2/0L61 FIXED PANEL CUP SCREWS SE. SIAL AT 3' FROM ENDS & /6' 0.C. 20 /10 E 1-I/4' PH 915 1/ ROLLER ROLLER 6152. SCREWS - NOT 9106N 21 WEAIHEASTRIP A5 RECO. FRY E AND PANEL WEA71ER^Ii l0P - F71 501L .190 000 DY LUMENS 22 E235 A5 REM. 6RERIB0L BURNER BULB 54600PRAE UL1RY•NI 23 E203 A5 REM. CURING BEAD SAB SNROPIEIE ULTHAEM, DURCIEIEA 11635 24 PR03-0005 2/ NOV. PNET ROLLER ASSEMBLY - 611E160CK (1/'Y' RRC. SPACER RE00.) 25 (710 2/PANE1. FIXED PANEL SKATE MAN - 26 /0 X 1/2' PN 9.15 2/014 FIXED PANEL SKATE INST. SCREWS 5T. Situ 27 - A5 REM. 3 PLY OWL PCOR LOW( ASSEMBLY - B! MERU= 26 A5 NEM. &AVON (00)C01E SPACER) SIMONE NI FRANK LORE SEALANT - ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. • • • • • •• • • • • •• • • • • • •• • •••• •••• • • • • •••• •••• w6DI6 1ph."—N7yWIRTL • • PFw M6•dy6Ca6•F •• •• 6100;�+ y ;4475I,r// • . • • • • • • • •• • EAP: JIHAD AMMO MCAN. PE 89 / Vvi *241 • • ••• • • • •• • 8 i 3 yyS p••• ••• H • •••. 4. 14 14 b 1 drawing no. W13-49 (RN66t 10 00 12) • • • .,SO1r 1.693 I.- ' lisp' § A 1562 3.582 .125 5�9 0----"-7:, 1.824 � „.____e_______..11 L� ,f?� ry !I 2.105 z Q 1g' Q C i 8 Ig. PI/ .i.J 11 P i I § 1 K 048 Aso ,A2, r I 1.129 IIL��Jf O 1f A7e] Jl -�-1066--- FRAME MEAD —,.998—.I ' j12 10 1' 6CilR. I i�1.261 BEAD IA1l aASs GLAZING 11 7/16' 1252 BEAD TAIL 20)05 O MEL LOCK STILE 0 2625CIALNG PANEL INNER INTERLOCK .210 1-047 .210 A00 1067 1.937 .210 1 2ee7 (j 1.047 ' I 1.144 ,.471 JI62 5.532 il An 1 1.995 1.996 1102 2312 3250 .016 ,•� 5 .rL�. 2165 i 3 1 e jcc WINDQW SYSTEMS, LLC. 9114.N.W. HAP STREET MEDI4Y FL 47178 TEL 406) 1.5-N109 1t SILL TPM 0 2' SILL RISER ER 2-3/4' SILL RISER I 2.025—` 0 (MNEL TOP 1.527 & BOLTON RAIL 0 PANEL OUTER INTERLOCK • • • • •• II• • • • • •• • • •••• �••• • • • • • • • • ftt5 257 0 FRAME JAMB 106( - t t .149 0 FIX. 7 1 2140 PANEL CLIP 1090 2.067 17 .125 INTERLOCK STIFFENER ill 1 I •Nllo61 .0. ••••'M •• 1.IA 1.022 •• So 1 iI.7G l ai4 v4— 1667 .076 _I—1 C —rte 1024• 11 3.437 •076 • • • • • y/ • • • • • • •• • • ••• • • • •• • • MI 52/4 O FRAME SILL 1.624a1 3.820 t — 7.996 —.07e n .—. f F sI 2500 OO PANEL MALE ASTRAGAL err APO :11.00eel M. PC) 7 -S6]6 02 ux. " i;ri 3 4I1 .140-, OO PANEL r----2000 FEMALE ASTRAGAL &owing no. W13 -4s shoat 11 4412 ( •u 405 11 A W . .P '!�••• •• • • g VAI • • 1`'80 • • a.b•..t.., o11. . •.• •. .; .. _ 2#4.11141 ,41 15.. .. qE . 04 •`oi • • •• • • , •• • . ••. 1a. • • - . •• • a►a 1 droning ao. W13-49 .hael 12 x112) • • • • • . • • • • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 300" Aluminum Fixed Window — L.M.I. . MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia midade.aov/economy APPROVAL DOCUMENT: Drawing No. W09-20, titled `Eco -Guard Series -300 Aluuf Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, p.ep.eared by Aitiahoq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County rrQduct 6ontrol Revision stamp with the Notice of Acceptance number and expiration date by the MiamirDade Copt Product Control Section. • ... • • . • ... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . . • LABELING: Each unit shall bear a permanent label with the manufacturer's now. 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 flied and there baa been. no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0223.25 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY APPROVED NOA No. 13-0206.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 Page 1 Eco Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 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 NDA#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 & Tes!i.ng Inc., Test Report No. HETI-08-2192B, dated 01/15/09, signed and sgalef py Casno 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 pex FBC, TAS20294 3) Water Resistance Test, per FBC, TAS 202-4 • • • • • • • • • along with installation diagram of a 48 1/4" wide x 96 3/8" high Sdd-23uard seas 300 aluminum circular arch top fixed window, prepared by HurricaigJijgineering & Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09; signed and, sealed by Candido F. Font, P.E. (Submitted under NDA#09-0413.08) : • •. - 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20r-94 • . • : • : 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2194, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) E-1 Manuel Pez, E. Product Control am' er NOA No. 13-0 06.05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 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#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/27/12, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0223.25) 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. 11-0624.02 issued to E.T. DuPont 411*t;ours & CO., Inc.. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiriug on 01f14417. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont D'eNeiuours &•Co., Inc.• •. • • for their "DuPont Butacite® PVB Interlayer" dated 09/08/11; 83c ting 0.1.241.1/16.• F. STATEMENTS .. . . .• • .. . • • 1. Statement letter of conformance, complying with FBC-2010, at d of no financial' • interest, dated January 30, 2012, signed and sealed by Javad Ahtthd, P'.E.. • : • : • • (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 12-0223.25, issued to Eco Window Systems, LLC for their Series "300 ECO -Guard" Aluminum Fixed Window — L.M.I., approved on 05/03/12 and expiring on 06/17/14. E-2 1 Manuel ' erez, Product Control Exa NOA No. 13-020 . i 5 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 Q FRAME HEAD/SI L/UAYB 2API 1 ZOO 2.811 Q RUSH FRAME ADAPTER ASO Q GLAZING BEAD Q ANCHOR COVER ECO—GUARD SERIES -30Q ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE SY SIDE NXIYBLNATIDNS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES N MODULES OF TWO OR MORE WIDOWS USING MW11-DARE COUNTY APPROVED MULLIONS N BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY TWIN THE REQUIREMENTS OF THE MPoDA BUILDING CODE INCLUCNG HIDH VELOCITY HURRICANE ZONE (MMI). W000 DUCNS BY OTHERS. OAST 8E ARCOIMD PROPEWLY TO TRANSFER LAMS TO TIE STRUCTURE - ANCHORS SHALL 80 A5 USED. SPACED A5 SIOMI CN DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS MDT SHORN N THESE COWLS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN O(SRIN OF ANCHORS PITO WOOD CWT. MATERIALS INCLUDING BUT NOT WAITED ID STIL/METAAL SCREWS. THAT COME INTO CONTACT WITH OTHER OSSI0W2 MAA SHN1 MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.0.4. FALSE Millie (SIEIiME PAWED) W. $ — 11 II u u !-r sD n"� nii M II 11 •II !b • 1 o . T.• �IS _ II II Y I. .. t -- II II •II ;L 1 • • • •• • • • • • •• •••HEAD • 12" VAX. •.•• ••••.••. • • 34106441021 • • • • •• •• GLASS 01 4ilrac D.L.O. HEIGHT -� 11104- 3.625'• D.L.O. WIDTH - YIOTH - 3.625• THESE WINDOWS ARE RATED FOR LARGE it SMALL MISSILE PPACT. SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • • • • • • • • •• • K 3 Olsi1 tie • • L+Tost 1 W 5 •• • • •• • •• • • •' •' • •• •• • •• •• • • • • • •• • • • w�) 110 TY I D®1GR 113A0 CAPADIY - PIP MICR 1.0AD CAPACITY - PST 3/10- ANN. GLASS 3/18- HEAT 3100'0. GLASS 900009 OM. 055 0 1T 'N 90480 7300 '0' 1)/00)0 DOI9. 05509 TYPE 'C Ouse MBB 'Y D•7N (3) 500041 (L) D1Tjr) INr.(-) EX1.(3) IN1.3-) WON NB Ai 4570 (U EXT.(•) IO.(-) EXL(+) INT.(-) Gk 11. 0 D O1 a'06'75. •& Z iId .090' 84706A7ER .090' o1TEF ATER 24' 750 BOO 80.0 90.0 20-1/i' 750 60.0 80.0 MDA eurAcsTE 1'vD et ro1FONr SEIORYGLAS BY 'DUPONT' ' 30• 75.0 80.0 80.0 900 3r 75.0 80.0 800 900 39 750 eao 110.0 am 53-1/13' 1e 75.0 000 80.0 90.0 3/1e• Awl. Guar 3/10- NGT s7NLrro. GLASS 42' 75.0 00.0 Dao 00.07Y 750 800 000 90.0 SUCONE SISONE 4r 36• 750 000 800 900 26-5/2 75.0 000 100 900 DOW CORNING6 899 F pp DOW COWINGM9 54• 75.0 110.0 BOA 90.0 37' 750 00.0 60.0 80.0 CE SCS 2000 CE SCS 2000 60' 750 B00 BOA 900 53-I/6• 311-3/e' 750 M0 Ba0 00.0 9 1NO ' 80.0 00O 90.074 -TSA BOA 000 90.0()750 OIIII f 00.0 Bao 000 28-1/2-750 050 Bao 9013I I�) © 24• 750 BOA 60.0 900 3r750 80.0 80.0 Sao Ali '� 5 vr 71.3 BOA 90.0 'Y�1 ■■I'�/ I 36- 750 000 000 90A 74' 71.3 731 000 90.0 IEYP.iI�Yr. ' 750 110.0 600 900 26-1/2 750 110.0 000 901348' , 7513 MO MA 90.0 lr W 7513 60.0 6013 9013 �� /11 X I-1/4• SNS %�/11 X 1-1�4• sus 64' 75.0 800 ODA 9013 Sl -1/0' 6713 TL1 110.0 9013 Q. 08 Y 1. ECO WINDOW SYSTEMS. LLC. •8114 aJN. 106 STREUT •MEAL!!, FL•33178 • •10. 01.5) essifts• FOC (]os) ees-mat .• • • • • AT 3-1/2• FA001 ENDS Al 3-1/2 FROM ENDS 00- 75.0 050 60.0 Bao 26-1/2- 75.0 860 600 900 AND 10' 0.C. LOX. AND 10 0.0. SAX. 750 8013 80.0 90.0 ]Y )6' 750 61313 BOA 9013 GLASS TYPE 'C' GLANS TYPE 'O' 72- 750 750 000 90.0 53-I/0' 070 MA 800 90.0 - 24' 75.0 80.0 00.0 900 GLAZING OPTIONS 30' 75.0 80.0 80.0 900 • 3r 750 B0.0 BOA 90.0 • • • 42- 750 00.0 BOA 90.0 • • • 4B- �. 75.0 00.0 850 960 • • • 54- 956 71.3 800 Dao • • • • IO' W.2 N.R 800 900 • 96' 60.2 042 60O 000 • J • w. 901)1 n- esz 60. em 80.13 WINDOW WIDTH WINDOW 7xoTNJ 90A -1- - - I I 1 z4• 30.750 n0 em 80 .0 MA 600 960 • I ��� • •-I • 3e 730 660 60.0 9D.o •_ I IAl 4Y750 1160 860 960 • •4e•750 4' if •• - • I 750 8013 9013 NIZE • • 1 1 54' 6013 71.3 110.0 900 MIEN AHD EET.Iq wxc> w CNI BE 8iEMED VERIKALLY OR 0WI92oN1/><r AS SNONI.O♦I• • • • I OD' 00.2 842 60.0 90.0 •• •• • _L _ .J 24' 7513 060 BOA 900 MOM WIDTH 12945130 MYTH MOOR WIDTH 30• 75.0 BDA 000 90.0 • , I • • • -r- ..•.l 42• 700 700 610 960••• •• • •®I48 ISE 656 060 9013 I0 54• 043 64.3 1100 900 • • •RP !Ii 710 0013 MO 960 •• • • ••• ," •'2 - Pi 3 W. M. WIDTH 30- 750 80.0 00.0 960 • • • - _L J 36' MO' 7511 762 060 900. NOTE: • • • $ <_ 42' 64.6 . 060 GLASS CAPACITIES ON THIS SHEET ARE TANOON MDiN WECOM WIDTH MOON WON I I 49' 59.9 50.9 110.0 000 BASED ON ASTM E1300-04 (3 SEC. GUSTS). f 1 S 11 .a , 1 i I 24' 750 060 1160 900 r- _ - - - - - - t 3o Tao BOA 1169 990 Oy AN 0 NBALD PRODUCTM69188D I I 36- 100' 74.5 749 00.0 000 MPC 7059I Byda M1ISSO Iis ® ® • I I 4Y 619 0113 60.0 90.0 CAN. GLI s J z4• 5513 110.0 8013 00131438.660. Me T�- -L 30- 120' 75.0 roA 860 10.0 p .i... re. 6rAMI119 ^0.. �W09-z0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE CR SRAM CAN 6E 3r 74.5 74.5 M00 960 t I.1 15 +� • ^�2 • .I VERIF150 BY 06CRIBM4G PICTURE TIINDO 0 SHAPE Ye71w SQUARE OR RECTANGLE AS SHOWN M DOTTED LINES AND DETAINING AMONNEX IOAOS FROM THOSE SHAPES I (9he91 20. 5 ) •• •• • • • • • •• • • • 111/111-wkE WARY MDROIEO HAADON • SERMON ANCHORS SEE SEPARATE NOA TYPICAL ANGORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM MD TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE EEE,. FOR SPACING 1/4- DIA. TAPCON BY VW (Fu.120 N91. Fy-92 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES MW. PENETRATION WTO W000 THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4- MR(. EMBED INTO CONT• OR MASONRY DIRECTLY INTO CONC. OR MASONRY • • 1-1/4' MIN. EMBED INTO CONC. NROMASOIRtY • • • • • • 1/4' Ohl TEKS OR SE1F OIumeiri E• (BYM D C. • • INTO METAL STRUCTURES• STEEL : 1/8. 1)15. MIN. (Fy K�9II S?I?I✓5 • ALUMINUM : 1/8- THK. MW. (606 25 MN.) (STEEL IN CONTACT WITH ALUMIga,'•7d9E4F ATED OR•P21�)• • 114 SYS OR SE1F ORILI WD SCRWS •AIOL 2 CIS) • • • • INTO MIAMI-DADE COUNTY APPONLTER NUSJANS (MIN. 1HK. ..011101 (NO SHIM SPACE) • • •• •• • TYPICAL FIVE DISTANCE INTO CONCRETE AND YUSONRY VPIT2.tIS. INTO WOOD STRUCTURE INTO METAL STRUCTURE - 3/4 MIN. • • • • • CONCRETE re - 3000 PS MW. • • • C-90 Houowm.LED BLOCK rm%i?PSI N. • • • • SEALANT • • • •• • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 6 1 1 1 b 1 drawing no. W09-20 (Axe 3of 5) 12811 / PART / ROD. 082187I208 WTERLOL WN7./BUPPYBR/B21118ID3 1 12301 2 (MBE HEA0/SL/III18 8083-08 - 2 (7302 AS RECO. CRA281O BEAD- 7/i8' CRASS 8083-78 - 3 F1203 AS W. NOM COER 8083-73 - 4 E2O3 AS RECO. MAMM0 BEAD BULB IlEOPRERE ULT• EA8 5 F18-50 1 CRASS SPIDER - 1/0' MOI SUC0IE PRA18( LOBE 8 110 z 1' 8 (DIME ASSOECI SCADS CRS PN SIB 7 12120 - RUSH 20 1E A1APIER 8083-18 0P0048. m 3 RECT. OR SQUARE WINDOWS 1/4' MAX. CIRCULAR 08200.4 CORNER O8TA2D3 MITER CORNERS • • . • •• • • . Y• • •• . • • • •• • • • • • •••• •••• • • • • • • • ••• • • • •• • 081040 EAONI � • •"S Alp • 4 •. 1,01 • • • • • • •• • •• • • • • • • • • 0ro.inq no. W09-20 sheet 4o0 2_ • • • • • YIN -010E COUNTY APPROVED MP MULLION MOORS EE SEPARATE ATE NOA RR TYPICAL NCICRS SEE ELEV. FOR SPACNC TYPICAL ANCHORS SEE ELEV. FOR SPACED INSTALLATION ASTMS WITH FLUSH FRAME ADAPTER • • • • • •• • • • • •• • • • • • • •• • •••• ..•• • • •• •••• •••• • • • • •• •• • • • • • • • • • • • • • •• • • ••• • .• •• • PROD[KTRBVISRD BvltllyY s •A INAd. Acnpl�q Ns, t R Ine D.. 'R'1SIN.. A 0M 1 Oa • • • • • • • • L. i 1 Trolving no. W09-20 (sheat Sof 5.)