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WS-14-153Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-206273 Permit Number: WS -1-14-153 Scheduled Inspection Date: December 29, 2014 Inspector: Rodriguez, Jorge Owner: NARDO, LAKEN Job Address: 16 NE 100 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Isuuamg uepartment comments Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number Parcel Number 1132060131240 REPLACE 4 WINDOWS Infractio Passed Comments INSPECTOR COMMENTS False 12/22/2014 OK TO RENEW AS PER B.O December 29, 2014 For Inspections please call: (305)762-4949 Page 3 of 26 Inspector Comments Passed Q Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 29, 2014 For Inspections please call: (305)762-4949 Page 3 of 26 Miami Shores Village �= Building Department DEC 19 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138, Tel: (305) 795-2204 Fax: (305) 756-8972 ti INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit NoL4JS ) LO— ) S 3 . PERMIT APPLICATION Sub Permit No. Vh "DING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION I;ENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS l � JOB ADDRESS: I � r, �> G City: Miami Shores Countv: Miami Dade Zia: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: [ a OWNER: Name (Fee Simple Titleholder): Yttei///`A LJ Phone Address: City: t� ie pr6 State: �� Zip Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: D��C�� ��"� Phone#: Address: City: State: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: Address: of Competency #: Value of Wer this Permit: $ Square/Linear Footage of Work: p: State: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Q Specify color of color thru tile: Submittal Fee $ Permit Fee $ 1 4C) CCF $ 1 . CO/CC $ Scanning Fee $ Radon Fee $ � '' DBPR $ �� �+ "`/ Notary $ . Technology Fee $ Training/Education Fee $ �) Double Fee $. Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ ISS ° 0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20, by day of 20 , by Ail a; r��,Q���, s personally known , who is personally known to me or who has produced as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: r Sign: Print: Joanna M Feliciano" Seal: o My Cos missi 2098 82753 Seal: F as APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 30, 2014 Permit No: WS 14-153 Building Critique Review 1. FBC. 2010, SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA STATUTE Ismael Naranjo Building Official Plan review Is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. 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 BUILDING PERMIT APPLICATION Permit Type: JOB ADDRESS: BUILDING Permit No. .JAM 2 rte FBC 20 [ `� Master Permit No. W S 1 L_�- 15F:1 ROOFING City: Miami Shores County: Y Miami Dade Folio/Parcel#: Is the Building Historically Designated: Yes NO .•;` Flood Zone: Tenantdxssee Name: Phone#: Email: 1_AG UAL) A ADO@ 6 5 1 Cft9 CONTRACTOR: Company Name: Phone#: Address: City: -State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Contact Phone#: Email Address: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ !210 y %3. w Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration ONew ORepair/Replace ODemolition Description of Work: LPAG,t2- c� C>o u S Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ iH.10 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip zip s 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 bApprgvyd and a reinspection fee will be charged. Signature Y `(Alli✓ Ll Signature Owner or Agent The foregoi g instrument was acknowledged before me this ZX day of � , 201`1 , by ),44641i^ J who is personally known to me or who has produced!�--t tl As identification an4 NOTARY PUBLIC: coJ Sign: — Print: My Commission Expires: APPROVED BY ®RIDA �'1amm110 Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by , who is personally known to me or who has produced as identification and who did take an oath. Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk i . ILl11r,l4 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ADDRESS: W Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, KS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work. as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the haw. The ,exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with- holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initlal each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial ti, ry 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 1, ` 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial t 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial v1 ` ►y 5. *I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial �,(�' �" 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. % Initial u� r .O .. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk Initial I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htto:/Mww.myfloddelicanse.comtdbpr/pro/cilbfindex.htmI Initial I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial v ` 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. it is also important for you to understand that, If an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this \ day of r F—f3) , 20 f 1 By LOma. J who was personally known to me or who has C) @ute cr ul 6 At�'youP `Lc' oo d2/ WIVV'� FEB I Sho f7 e, S 0000 0000 0000.. 0000.. 0000.. 00 . .. .. 00.0 0000.. 0000.. 00 0 0000 � 0000 p"If I'77pq (10 / 62�(-?1//� -Jz� 0000.. 0000.. 0000.. 00000 0000.. 0000.. 0000.. JSN; 9 514 Miami Shores Viiiage PPROVED BY DATE ZONING DEPT OL.DG DEPT 4, � SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATr ANIS COI INTY RULES AND REGULATIONS 0000.. 00 . .. .. 00.0 0000.. 0000.. 00 0 0000 � 0000 p"If I'77pq (10 / 62�(-?1//� -Jz� 0000.. 0000.. 0000.. 00000 0000.. 0000.. 0000.. JSN; 9 514 Miami Shores Viiiage PPROVED BY DATE ZONING DEPT OL.DG DEPT 4, � SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATr ANIS COI INTY RULES AND REGULATIONS Dose D..aO. .. ...... :..Dee '0 009000 MIAMI- DA©E o o dh�idliI DADE COUNTY . PRODUGIi CONTROlm SWRON ; • • •'; DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1 f &WJ%# 26 Strget,%W?n 208 D . . . D BOARD AND CODE ADMINISTRATION DIVISION T (786)oVj-;JVO F(7§J) 3j5 2599 .,:,, • NOTICE OF ACCEPTANCE (NOA) ww;.*amiaedjjw-1gg8nomy 00.00. Eco Window Systems, LLC ; • •; •; • 9114 NW 106 Street ;...;. •••••• Medley, FL 33178• .. 0.... SCOPE: so:* 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 (AHI). 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 100" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-08, titled `Tco-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., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miaml-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, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this 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 entirely. 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 l and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0206.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 A 13 Page 1 .Eco Window S;vstems, LLC. 6666.. EVIDENCE SUBMIT'FKNO NOTICE OF ACCEPTANCE: 6666 9099 6 6666 669066 0 9 99960. 4,00 001, A. DRAWINGS • • • • • • • 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08, titled "Eco -Guard Series -100 Alum. S.H, Wdj. (L.*t1-Y:,- sheets 1 through 6 of 6, dated 02/12/09, with revision B dated OV11M, prepurAby Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 00:9 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 2411 3.2.1 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. HETI-08-2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under N©A#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 NDA#09-0224.07) 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-08-2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted underNOA#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 underNOA#09-0224.07) Manuel P •ez, P�E. Product Control xan� ger NOA No- I - 06.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 E-1 6600 0 6666.. 699699 9060. 6666. 6666.. 990909 69999. .Eco Window Systems. LLC. •• • •0•••• NOTICE OF ACCEPTANCE: EVIDENCE SUBMI7.i • 0000 00.00• •• • C. CALCULATIONS • • • • • • • 1. Anchor verification calculations and structural analysis, complj&j;Adth FBC-2010, dated 01/30/12, prepared by Al-Farooq Corporation, signed anc sealst by Joaua&. Ahmad P.E. • (Submitter) 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 (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 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. (Submitter) under previous NOA#12-0223.24) 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.T.", approved on 05/03/12 and expiring on 04/08/14. Manuel Pefez, P Product Control Exa iner NOA No. 13-02Q6.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 E-2 • 0000• w vR' 53 7/G' �4.V TMID W WIDTH WIDOW MUTH 47 3/8' 47 3/B' DLO (FIL Urn D.LO. (FO. URD F Jg Hr NAY. 12' WL Hr MALH2' NAL Fy CGRHDRS A Neap Colo= A HHE1D p 600 C Itt n �d7 h jj �1 e +1 YAL.SE NGNTINS Hm ANCFIOIB AT Su FMSE H7wRNS NO ARCIWNB AT SU tSURFACE o 47 3/B'CMWACC pp}j)NM. APftMM 47 31W$Z� O. U.Lo. v i} 00 a/tD' so a/1s' SI C TENY RIDRI YwT WIDTH W m7 SCO—GUARD SERIFS—IOQ ECJAL LITES UNEQUAL LTTES (ORIEL TYPE) AL(JbIINUM SINGLE HUNG { =03F TYPICAL ELWnONS DESIGN LOAD RATINGS FOR THESE YlO4 m TO SE AS PER TESTED UNITS CWTRTS SHOWN ON SHEETS 2 E APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIS R CONSMIONS OF S.H./SJL OR SINGLE HUNG WITH OTHER WINDOW TYPES IN NODULES OF TWO OR MORE WINDOWS USING - MLALD—OADE COUNTY APPROVED MULLIONS IN BErKM LOWER DMON PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. off^ THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE 6 REQUIREMENTS OF THE FLORIDA BUILDING, CODE INCLUDING WON VELOCITY HORRCA E ZONE (IT ,4 . WOOD IRIO(S BY WHIMMUST BE ANCHORED PROPERLY TO TRAIL" aps g Lro THE sTRucnGRE PRGnuatuSYGaTTD A ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR3 THESE WINDOWS ARE RATED FOR I.ARE MSSD.E IMPACT. lRSSING T"a' ommG WOOeISMm EMBEONflVT TO SAM MATEMM. SHALL BE BEYOND WALL OOR STUCCO. SHUTTERS ARE NOT REQUIRED. M PE 70587 IMT g r CAN. Acapt z 3 ANCfgPoNO OR U3ADwG CONOTIONS NOT 9HWn w THESE OEfA7.3 ARE .. h NOT PART sy O+ TIM APPROVAL ` 8 S 5 A LOAD CUM3TON INCREASE 6 USED IN DESIGN OF ANCH06 INTO WOW ONLY. / C � dTppUgG na. MATERIALS I CIUMNG OR NOf UMOED ro SIEEL/IhTAL SCREM THAT 1 7 Ni�.LJ—OS COME DRO CONTACT WITH CHER OSSOmAR TEWAIS SMALL Am THE REOUwE1ENT^s W THE FLORIDA MM CODE SECRON 20038.4. — d S 6.66 ' • ••• 0000 0000 6 6 • 0 •6 6 0 •00006 6 0000.• • 0000.• 660.66 6 0 0 666• 00 6 :0006: 66.• • 66 666.. 66.6.. .. • • • ...6. 66 06 00 0 006.0. 60660• 0 0 6 6 6 0666.6 000000 • • 6 . 6 •60000 00 • 0006 6 6 0000 w vR' 53 7/G' �4.V TMID W WIDTH WIDOW MUTH 47 3/8' 47 3/B' DLO (FIL Urn D.LO. (FO. URD F Jg Hr NAY. 12' WL Hr MALH2' NAL Fy CGRHDRS A Neap Colo= A HHE1D p 600 C Itt n �d7 h jj �1 e +1 YAL.SE NGNTINS Hm ANCFIOIB AT Su FMSE H7wRNS NO ARCIWNB AT SU tSURFACE o 47 3/B'CMWACC pp}j)NM. APftMM 47 31W$Z� O. U.Lo. v i} 00 a/tD' so a/1s' SI C TENY RIDRI YwT WIDTH W m7 SCO—GUARD SERIFS—IOQ ECJAL LITES UNEQUAL LTTES (ORIEL TYPE) AL(JbIINUM SINGLE HUNG { =03F TYPICAL ELWnONS DESIGN LOAD RATINGS FOR THESE YlO4 m TO SE AS PER TESTED UNITS CWTRTS SHOWN ON SHEETS 2 E APPROVAL APPLIES TO SINGLE UMTS OR SIDE BY SIS R CONSMIONS OF S.H./SJL OR SINGLE HUNG WITH OTHER WINDOW TYPES IN NODULES OF TWO OR MORE WINDOWS USING - MLALD—OADE COUNTY APPROVED MULLIONS IN BErKM LOWER DMON PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. off^ THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE 6 REQUIREMENTS OF THE FLORIDA BUILDING, CODE INCLUDING WON VELOCITY HORRCA E ZONE (IT ,4 . WOOD IRIO(S BY WHIMMUST BE ANCHORED PROPERLY TO TRAIL" aps g Lro THE sTRucnGRE PRGnuatuSYGaTTD A ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR3 THESE WINDOWS ARE RATED FOR I.ARE MSSD.E IMPACT. lRSSING T"a' ommG WOOeISMm EMBEONflVT TO SAM MATEMM. SHALL BE BEYOND WALL OOR STUCCO. SHUTTERS ARE NOT REQUIRED. M PE 70587 IMT g r CAN. Acapt z 3 ANCfgPoNO OR U3ADwG CONOTIONS NOT 9HWn w THESE OEfA7.3 ARE .. h NOT PART sy O+ TIM APPROVAL ` 8 S 5 A LOAD CUM3TON INCREASE 6 USED IN DESIGN OF ANCH06 INTO WOW ONLY. / C � dTppUgG na. MATERIALS I CIUMNG OR NOf UMOED ro SIEEL/IhTAL SCREM THAT 1 7 Ni�.LJ—OS COME DRO CONTACT WITH CHER OSSOmAR TEWAIS SMALL Am THE REOUwE1ENT^s W THE FLORIDA MM CODE SECRON 20038.4. — d S EQUAL UTES UNEQUAL L1T88 17INDOWS EQUAL LI'PES WINDOWS 3/16' N2AT SntDM SAW DSWWI LOAD CAPAI2TP - P8P DOM IM CAPACGY - PSP A90' R118nim W ARGO MM GUS3 TYPO 'A' MASS TYPO 'B' SM NEWS EXT(.)tKr4-) -4.) iN1.(-) 19-1/6' 24' 20-1/2' 32' 37' 40' 48' 63-1/6' 20' 78A 9GA 70A WA 70.0 oA 7" o4 700 00.0 70.0 S" 760 20.0 76A 910 76.0 90.0 7" 004 78.0 00.0 780 WA 75.0 WA 780 oA 780 SOA MA 90.0 19-1/8' 'N' 20-1/2' 32' 37' 40' 48' 63-t/W 32-3/0' (3) 780 04 780 00.0 740 90.0 70.0 004 740 040 7" 2m 780 wo 780 Wo 700 240 no WA Mo 9" 700 224 740 9" 784 oA 70.0 940 no 00.0 IG -1/6' 21V 29-1/2' 32' 37' 40' 48' 03-1/0' 00-0/0' (4) 784 004 780 no 780 7 904 t 704 W4 78o WA 7" 2oA 740 O04 78o W4 784 2" 780 90A 78.0 940 73.0 0.0 704 WA 780 oA 734 1 9" '70.0 oA 12-1/6' 2P 26-1/2' 3Y 37 40' 46' 83-1/6' BT (0) 78A OO.o 704 04o 70A 904 76A oA 70A 90A 780 904 73.0 00.0 78.0 oA 780 004 70.0 20.0 784 W4 780 90A 78A oA 780 040 TJ0 WA 740 9" 19-1/B' 24' 28-1/2' 32' 37* 40' 48' 03-1/8' 7M (0) 78o oA 784 oA 78o 800 780 oA 704 oA 70A W.0 7" oA 70A o0 mo o4 70A 20.0 780 040 780 90.0 764 90.0 75A 0" 70.0 90-0 7" 200 EQUAL UTES UNEQUAL L1T88 17INDOWS I/W Wff STROM MASS 3/16' N2AT SntDM SAW DSWWI LOAD CAPAI2TP - P8P 4w 8412WATAG A90' R118nim S DDR GL89 TYPE 'A' GLASS TYPOHOWL 1/8' WAT 87GD70. MA55 WO 1M{-) W.(+) F (4) 70.0POA 0 764 oA 764 900 70.0 20.0 70.0 00 70A 00A00-0/0' 78.0 OA 70.0 20.0 760 90.0 700 oA 760 900 760 W.o 76.0 oA 700 00 • 780 90.0 76O WA 19-1/8' 24' 26-t/2' 32' 37' o' 48' 63-lAr or co 760 90A 76A 90.0 78.0 90.0 78.0 W4 7LO 00.0 780 240 TDA W.6 780 20.0 740 20.0 704 04 70A oA Tao 940 700 oA 7$o W.0 10-I/8' 24' 26-1/2' 3Y 37' 40' 48' 78' (8) 76A ou 1 70A 90.0 Tao oA 7" 900 7a0 WA MG WA 76A 90.0 780 90.0 7a0 WA 704 WA 760 oA 4G C 1�j A LL � UNEQUAL UTES (ORIEL TYPE) U1 BNZ1 �143� W m� NOTE- MASS OTEGLASS CAPACITIES ON TNLS SNEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND F OMDA OWLDING COM SSION DECLARATORY STATEMENT DCA05-OEC-219 '15 I/W Wff STROM MASS 3/16' N2AT SntDM SAW 4w 8412WATAG A90' R118nim . . BWAOIE PTB Of bUPON)' BIRAMIE P0B BY bDPWO' 1/8' WAT 87GD70. MA55 3/16' 10'AT STRIXU. MASS p F SM1CONE p. F ��+1 5=1m m 0 00000• ww � 0000.. B on 1^ 18 b 16 0000.. *see 00 • i! is i. 0 21 GLASS TYPE 'A' GLAZING OPTIONS m 21 GLA99 TYPE 'B' 4G C 1�j A LL � UNEQUAL UTES (ORIEL TYPE) U1 BNZ1 �143� W m� NOTE- MASS OTEGLASS CAPACITIES ON TNLS SNEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND F OMDA OWLDING COM SSION DECLARATORY STATEMENT DCA05-OEC-219 '15 *see . . 0000 0000.. 0000.. 00000• . 0000.. 0000.. 0000.. *see 00 • 0000 . .. 0000• 000080 .. . 0000.. :00:0: . 0. . .0000. 0000.. 0 . 0 000000 4G C 1�j A LL � UNEQUAL UTES (ORIEL TYPE) U1 BNZ1 �143� W m� NOTE- MASS OTEGLASS CAPACITIES ON TNLS SNEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND F OMDA OWLDING COM SSION DECLARATORY STATEMENT DCA05-OEC-219 '15 01 a O0 I STRW;RM a IEE SEE WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUSE SUSTAIN LOADS DaP33ED BY GLAZING SYSTEM ANO TRANSFER THEM TO 7KE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE 1DEY. FOR mwm 1 /d• DIA. TAPCON 11Y TTR' V -12D K9. F1-22 IM INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MR PENETRATION INTO WOOD TIM 16Y BUCKS INTO CONC. OR MASONRY 1-1/4' lML EMBED INTO CONC. OR MASONRY DIRECTLY INTO CGNC. OR MASONRY 1-1/2' MAI. EMBED INTO CONIC. OR MASONRY 1 /4' DIA. TEIfS OR a_ELF DRILLING _SCREWS (SPADE 8 CAO INTO METAL STRUCTURES STEEL : 1/S' THK. MIN. (Fy : 38 KSI MIN.) ALUMINUM : 1/S• TBG MIN. (0063—T5 MN.) (STEEL IN CONTACT WTTH ALUMINUM TO BE PLATED OR PAINTED) itd. aua OR enc IMI ING SCREWC (6RWE 2 C8J INf0 MAIN—OADE COUNTY APPROVED MULLIONS (MN, T16L - AGO-) (NO SNM SPACE) TYPICII_ EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1• MN. INTO METAL STRUCTURE = 3/4MIN, CONCRETE Fa : WOO PM MOI. MASONRY Pm : 2000 PSI MN. ALL JOINTSAND FRAME CONNECTIONS SEALED WITH JOINT SEALER. nW 6 *N*W .4.drawing no. ��9�08 . . .... ...... 77ae / PAW f gEQ- pl P'110R YAYMM YAtB./wePLleR,ieYA» • • • �!� 1� y� 9TN I S ...... . ...... _ s mos E FRUS AAtEB 6 4 e m04 m06 I FMM YTO. RAR I SRQ TOP WILL .... . •• ••••• 8 ...... .. . ..... - ��i WS. .. .. .. . ...... E S@1T 910E Wil. 6063-m C mao-DAOE COUNTY 8 mae A8 rmR aTAmEo BEm (Bh8'tAx Duss� . . . . ...... SEE E NDA TYPICAL ew Moe AS aeo. aAi010 iffAD (I/iB' IA1L o1A58) �es-78 77ae / PAW f gEQ- pl P'110R YAYMM YAtB./wePLleR,ieYA» • • • �!� 1� y� 9TN I S mot m1e 1 FMM HERO 1 ME SOL 6083-7e 6663-76 _ s mos E FRUS AAtEB 6 4 e m04 m06 I FMM YTO. RAR I SRQ TOP WILL -4w-T8 OM -76 - F3 8 mi4 1 YEE11 80T70Y RILL 8083-T6 - ��i WS. 7 m07 E S@1T 910E Wil. 6063-m C mao-DAOE COUNTY 8 mae A8 rmR aTAmEo BEm (Bh8'tAx Duss� 6083 -Te p SEE E NDA TYPICAL ew Moe AS aeo. aAi010 iffAD (I/iB' IA1L o1A58) �es-78 SEE ELEV. FOR 6PAOM e MIS E^/�KAT 'm BfOP 8063-t5 14 SL'm3P EVENT SWEEP IATCN, AT iR-fir I= ENDS 7AWK SIRIAYN a A40C d 12% /e K !f/B' Y IATCII IATtlE oal: SCREHS 87. Sfkil PN SO 14 Se K 1' AS REED. F76WE a YEEEE ASSEASLLY SCPEfo9 CRS 791 SYS Iu is x J/e' L N6V7 BO1f0Y RAR ASSEBBIJ' SCAEHS UB Wf SYS 16 SET? AS REAM 601701E WALL 9M - SEIM 101 NEOPMM URRIi Ie E803 AS =11CLAM @'AD a"SANTOPm& ULMWw 18 H83181 AS ASCO. F8E 9FAL H'SIPTP0i8 SAM 0180E - CELCON 183RAiAe YEIY Pla4T8t4 -( 19 1M mt7 Is 17 J/8' 4/ KNE 1/ 0180E 6ESN Ct6oE 818T. SCRflB CAS ON fW8 TYPE 6 YI EO 004 7810 /e K 8/8' 8/ma SA81E axtm E BY / ANCE SAIANCE 8W. SCREW - SUPaA8004f BY 6W P FH WAS 1+ ut 1HNDOH HORN HCWQB H.RI RI - AS 8000. 61A44 SPMA salcom FRANK LOBE 7Y$V1E`{ 7E - t e/te• IIOX SCREEN - OPTKMAL EJ m� - fLU8f1 fRMff AOIPIPR eaBJ-m oPROKW. g AS 8; A, TYPKAL ANCANMSZ SEE aft FOR SPACM � �vCi � O &�g � 1/4• uAx. .- 1/4• WN. VENT mm SHUT 1/4' NAIL W 'm9 51� TYPICAL ANCHORS 8HY le 7 v.r TYPICAL ANCHURSF SEE E". EOR SPACM 00 HOOD 6 .N METAL snoxruK SCS-----40T. • a 14 EXTERIOR TBI r HOm SUCKS J ILL Opo. :• wom mm M T04� EWede E7d10d SCa6e Q� .$� W09-08 6Neet 46 8 �I(Fipiti� � ��illiJ � (~iHfi� 0 n 0000 wos—o8 meet S� 8 0000 . . 0000 0000.. 0000.. . 0000.. 0000.. .0000. 0000 .. .9.0. 0000.. . . 9 0000. . 6 .. .. .. . 0000.. .9..9. 0000.. . . 6 609000 0000 wos—o8 meet S� 8 • 0000 0000•• • • 00..00 • MIAMI•DADE 1�II DADVWUNTY " •' �' PRODUtT ONTRCLUCTION ' • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1116 $"6 Strel% Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3M"" F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wwo m��midAde$oWeco�omy ' .... . •• ..... Eco Window Systems, LLC ' 9114 NW 106 Street ..' ..' ' • •' •' • • • • • • Medley, FL 33178 SCOPE: ' ' i•••% o••••• This NOA is being issued under the applicable rules and regulations governing $he •use of construction •. materials. The documentation submitted has been reviewed and accepted by Miami"*DA Conner 1tR - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Alimad, 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 NOAH 12-0221.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ,Eco Windows Systems, LLC sees 0 0 0 sees NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT'FFb : ; 66666. 660000 e 0000 .. A. DRAWINGS*.so: • sees 1. Manufacturer's die drawings and sections. • • • • • • • •.. • 2. Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz.Relling *O v? (L.M.I.)" sheets 1 through 7 of 7, dated 02/24//09, with revision C fid' f'&101/11/13, prepared by Al-Farooq Corporation, signed and sealed by Java4Aht4ad, P.Ar • • • .. .. sees B. TESTS so:* 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 Candida F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and seated by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) � d/ L✓ r P _ f m Manus Per , P. . Product Control ami r NOA No. 13- .03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-1 sees.. sees.. 66.6.6 0 sees. 0 sees. 000000 sees.. sees.. Eco Windows Systems, LLC • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMIfFEOD: • B. TESTS (coNummD) 0 • • • • :60 • • 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201.24.. .. . 00 2) Cyclic Wind Pressure Loading per FBC, TA940194 • • • • • • along with marked -up drawings and installation diagram of a XVX%tminum • horizontal sliding window, prepared by Hurricane Engineering & Testing, Iie*,•'Fest Report No. HETI-08-2228B, dated 01/15/09, signed and scaleSby'Candido F. FMt, 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. (Submitted tinder 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 NDA#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. (Submitter) 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) Manuel Pere , Product Control Exar NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-2 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBM[9nkb : • E. MATERIAL CERTIFICATIONS • • • • • • • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DewAmours &.Co►, Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on OV -1-01I. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DON4ftours & Cb., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 09/08/11 0exp& on; I241W16. F. STATEMENTS • • • • • • 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#12-0221.05) 2. Proposal No. 08-1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under NDA#09-0312.08) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Huard - 200" Aluminum Horizontal Rolling Window — L.M.I., approved on 04/26/12 and expiring on 05/27/14. Manuel Per , .E Product Control E mi NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E-3 3 1/Y MAY E n n i�4i O i� �� i E FALSE ULRMNS/ I 31 1/a' 9 32 (SWGUAY Ol OP4 1�—OS 33 3/B' o a ECO -GUARD SERIES -200 ALUMINjTm HORIZONTAL ROLLING WINDODESM LOAD RATINGS FOR I9 CHARTS SHOWN ON SHEETS THEE WINDOWS TO BE AS PER 2. 1/8' HEAT STRPN'D. MASS 118' HEN S118N'O. GLASS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE IDW OOFRIAYER AW GITERNYER : COMBINATIONS OF H.R./HR OR HORRONTAL ROLLING WITH OTHER S TACDE PVB BY 'utOroNF SEMRYmaS BY'DUPMIT' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING -0. MASS MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. pp CORNING 888 Dow CORNING a88 M 2 GE SCS 2000 F GE SCB 2000 $ o THIS PRODUCTHAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE 9y 33 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ARE RATED F THERE WINDOWS OR BARGE &SMALL MISSQE IMPACT. < HURRICANE ZONE (IWHZ). 'm a SHUTTERS ME NOT REWIRED. LIM WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TOTRANSFERLOADS TO1HE STRUCTURE. amRANCHORS SHALL BE AS LISTED. SPACED PS SHOWN ON DETAILS. ANCHORSPEEtieRdfagEMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - "No ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 70 f0 -t-,Im NOT PMT OF THOS APPROVAL• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WGGD ONLY.P tlC.Oo) i{ tlrawME no. GLASS TYPE 'A' CLA53 TYPE 'H' MATERIALS WCLUMNG BUT NOT LMIIED TL srEEL1METAL HALLSCREWS, THAT 15 W09-12 COME WTO CONTACT BUT OTHER MSSI CODE MATERIALS SHALL MEET THE REQUIREMENTS OF THE ROPoDA BLOC CODE SECTION 20039.4. GLAZING OPTIONS sheat 1 of�7 . •• •00• • •••0• s • • •• • • • • 0000•• • 0000•• • •••••• eeo• •0000• 0000 •• • • • • • • • • 0000 • •• 0000• •0•••• •• 0 0000• • • • • • •• •• •• • 0000•• • •••••• • • • •• • •••••• 0000•• •• • 0000 • • o a ECO -GUARD SERIES -200 ALUMINjTm HORIZONTAL ROLLING WINDODESM LOAD RATINGS FOR I9 CHARTS SHOWN ON SHEETS THEE WINDOWS TO BE AS PER 2. 1/8' HEAT STRPN'D. MASS 118' HEN S118N'O. GLASS APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE IDW OOFRIAYER AW GITERNYER : COMBINATIONS OF H.R./HR OR HORRONTAL ROLLING WITH OTHER S TACDE PVB BY 'utOroNF SEMRYmaS BY'DUPMIT' WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING -0. MASS MIAMI-OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. pp CORNING 888 Dow CORNING a88 M 2 GE SCS 2000 F GE SCB 2000 $ o THIS PRODUCTHAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE 9y 33 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ARE RATED F THERE WINDOWS OR BARGE &SMALL MISSQE IMPACT. < HURRICANE ZONE (IWHZ). 'm a SHUTTERS ME NOT REWIRED. LIM WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TOTRANSFERLOADS TO1HE STRUCTURE. amRANCHORS SHALL BE AS LISTED. SPACED PS SHOWN ON DETAILS. ANCHORSPEEtieRdfagEMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - "No ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 70 f0 -t-,Im NOT PMT OF THOS APPROVAL• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WGGD ONLY.P tlC.Oo) i{ tlrawME no. GLASS TYPE 'A' CLA53 TYPE 'H' MATERIALS WCLUMNG BUT NOT LMIIED TL srEEL1METAL HALLSCREWS, THAT 15 W09-12 COME WTO CONTACT BUT OTHER MSSI CODE MATERIALS SHALL MEET THE REQUIREMENTS OF THE ROPoDA BLOC CODE SECTION 20039.4. GLAZING OPTIONS sheat 1 of�7 DESIGN LOAD CAPACITY - PSF !xa OX OR XT SM) V/0 N&NP. DffB @IDNP. HD2DOH DD13. A 0499 'PYRE 'A' OLL4914IB 'B' @ATI H001R EI04r) H061H 28-1/a" 88x4+) 4 70.0 1 90.0 9010 g0A s7• as• s 7oA Sao BOA soA 0]-1/8' (3) 9 7010 BOA 9010 9010 74' 960 B mA 80.0 8QA 9010 28-1/2• 9010 4 70.0 9010 Bao WA 37* 38-3/8' 4 7010 WA SMO WA B3 -IN (3) 7010 F-1. BOA 880 WA 74" 9010 8 m0 8010 80.0 WA 2a-1/2'4 WA 1" 0.0 8 Sao WA 3r 80-8/8"4 7010 BOA Sao 90.0 83-1/8' (4) S m0 W.0 SOA WA 74' -6 B 70.0 B&O 8010 90.0 28-//2' -4 4 700 Sao 680 ga0 37' w (0) 4 Bag W. BOA 90.0 53-1/e' 80.0 a m0 7010 WA WA W WA 8 7010 7010 SOA 80.4 2r 90.0 4 7010 80.0 80.0 WA 38' WA 4 70.0 804 SILO BOA 48' � 6 7010 860 80.0 90.0 90' 9010 8 700 Bao I a60 WA 7r 9010 8 70.0 a" 8 0.0 90.0 24• a" 4 70.0 BOA Sao 80.0 36" WA 4 m0 840 800 WA 48' m0 3) B 8(10 Bao- 50.0 6 ma 90.0 WA BOA W' 70.0 7r WA 8 7010 WA 8010 W.0 24" 8010 4 70.0 900 W.0 900 38' WA 4 mA 0.0 8 8010 W.0 a8' � 8 7010 WA a" 9010 W' 8 7010 8010 Sao Sao 72' 6 m0 BOA a0.0 20.0 24" 4 70.0 BOA 8010 90.0 38' 4 m0 8010 801 9010 48' or B 7010 m0 80.0 960 W' 6 70,0 m0 W.D 9010 7Y 8 mA m0 81.0 87.8 A = NO. OF ANCHORS PER HEAD & SILL ( ) Na OF ANCHORS PER JANE LEFT AND RICHT VENTS TO BE OF EQUAL (LASS OLD WIDTHS 'XO OR OX' DHS)ON LOAD CAPACYl'Y - PSP (XOX S)ZBS) 8 0 AONP. HETR aRBOI. I=" DMIL. A 61A� flR8 'A' @489 7TP8 R' Wi HBoyr • • • H061H • 88x4+) 74' FXr.(+) 9 m0 960 96O 8010 109-1/4• (3) 7010 8010 9010 9010 WA 111• 70A 12 760 W.0 90.0 960 74' 36 -3 9 7010 960 80.0 9010 189-1/a• ) � 12 7010 =0 a10 S" WA 12 7010 80.0 8010 6010 111' so 74' 80-8/9• 9 m0 960 9010 9010 t08 -1/a' (4J 12 701) 8M0 W.0 WA 111' W.0 12 7010 8010 60.0 S" 74' • s 9 760 m0 WA 900 109-1/4' or 12 m0 m@ 1060 -6 111' 12 7 010 7010 80.0 -4 72' Be9 9 760 a" BDA e0.0 84' 24" 9760 960 960 80.0 96• (2) 12 7010 8010 BOA WA 108' WA 12 m0 80.0 a0.o 90.0 72" 70.0 9 TOA W.0 80.0 WA 94" 31F 9 760 a" 8010 BOA or (3) 12 760 860 BOA 9010 for 109' 12 760 960 _ 960 9010 72• 9 ]0.0 8010 WA a" 8P Or B 7010 8DA 90.0 WA 60' (4) 12 7010 860 1010 9010 lar Tao 12 70A 50.0 80.0 90.0 72' 9 70A 70.0 WA WA 9 m0 7010 SU 8010 _ 12 m0 70.0 WA WA to I2 7010 m0 WA 67.8 A - NO. OF ANCHORS PER HEAD & SILL ( ) a NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' W/o IlBINP. HITS RSINP. 17[2 •06• 9960•• OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' DFXGN LOAD CAPACITY - PBP (XOX WES) W/o IlBINP. HITS RSINP. . • •06• 9960•• • • • H061H • 88x4+) tr.(-) FXr.(+) 9174-0 74' 990••9 . 9.999• • WA 108-1/4' 600.0• 12 70A 80.0 a" 00.0 •9•• •• • 12 0 • . • 0 WA 9010 74'-3 9 7010 9010 •••699 •• s 9999• • • •so • • - so eoA 900 111• • •9.9•• • • SILO 74• 80-8/S' 9 7010 W.0 WA 09.9•• • • 9 • s • • • 9996.9 •• • •969 • • 700 70.0 80.0 DFXGN LOAD CAPACITY - PBP (XOX WES) W/o IlBINP. HITS RSINP. WMDOH DIALS. A 0499 TY26 'A' @4BB TNR 'e' WDTH H061H 88x4+) tr.(-) FXr.(+) 9174-0 74' 9 70.0 8010 960 WA 108-1/4' (3) 12 70A 80.0 a" 00.0 11Y 12 70A S" WA 9010 74'-3 9 7010 9010 - 90.0 tog -1/4- (3j) 1a - - eoA 900 111• 12 - - W.0 SILO 74• 80-8/S' 9 7010 W.0 WA 9010 (4) 74"P24e 9 700 70.0 80.0 WA 7r9 70.0 WA 800 WA Be9 7010 800 960 80109a'12 70A 6010 80.0 900 laver12 700 WA BOA 90.072'9 70.0 W.0 WA W0 a4"9 m0 a" 800 80.012 70.0 80.0 8010 =0 109' 1. 9 70.0 BOA W.0 90.0 a4' 98' 487 9 to m0 m0 7010 700 8010 80.0 W.o 90.0 n' W' a Tao 7oA WA Sao (9) A - NO. OF ANCHORS PER HEAD & SOL ( ) - NO. OF ANDCORS PER 4AA)B (1/49' (1/m (1/481 z OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XIX' 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 Dr -AOS -DEC -219 m z F Q MIX w ing m. W09-12 N .g AO. W09-12 0000 `TYPmAL MiCX016 SEE DAY. FCR SFACM 0 • WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. 0 0 0006 00.0.0 6 • 6 • 66 6 6 6 6 W1 v 3/8' X 2-1/4' WEEPHHOLES AT EACH END, 600060 0 600006 • 000.00 6 1-3/8' MIN. PENETRATION INTO WOOD JOINT SEALER. 000006 0 • 0 DIRECTLY INTO CONC. OR MASONRY 6666.. 0000 00 0 . 0 • 0 • • • 0006 0 06 0.000 (STEEL N CONTACT VM ALUMINUM TO BE PLATED OR PAINTED) 6 6 0.0.00 00 0 00006 6 0 6 • 0 60 60 00 0 0000.0 7YW eTYPiC 1 E01'F pi$TAuCE IMO CONCRETE AND MASONRY v 2-1/2' MN. INTO WOOD STRUCTURE v 1" MN. 0 6••66• 6 • 6 0 0 INTO METAL STRUCTURE= 3/4" MIN • 0 6 0 0 006660 600.60 0 6 0 6 • 6 • 6 C-00 KOLLOW/Fe,MEO SMOCK AT IAMW f.. 2000 PSI MM. 6.0600 00 6 0000 6 6 N .g AO. W09-12 L.TYPICAL FN(MIS SEE ELEV. FOR SPACM `TYPmAL MiCX016 SEE DAY. FCR SFACM WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GIAZINO SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES TYPICAL sce EEE. FOR sPAcum W1 v 3/8' X 2-1/4' WEEPHHOLES AT EACH END, 1/4' 701�7iW (Fu -126 XR q-92 KSI)AND 37' O.G. MAX. 1/4° 01A In 7RArnm BY 'F 00' (Fw177 M, F1,18610) SEALANT: INTO 20Y WOOD BUCKS OR WOOD STRUCTURES ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1-3/8' MIN. PENETRATION INTO WOOD JOINT SEALER. THRU 18Y BUCKS INTO CONC. OR MASONRY I-1/4' MN. EMBED IMO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY gra CMS OR 0 F nR MO SCREMIS (6PAVE 2 CRS) O1T0 METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy v 38 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (8083—T5 MN.) (STEEL N CONTACT VM ALUMINUM TO BE PLATED OR PAINTED) �14 SOR SELF DRUM CPRFWC (MIX2 CAS) INTO mlIms —DAVE COUNTY APPROVED MULLIONS (MIN. THK. - 1/87 (NO SHIM SPACE) 7YW eTYPiC 1 E01'F pi$TAuCE IMO CONCRETE AND MASONRY v 2-1/2' MN. INTO WOOD STRUCTURE v 1" MN. INTO METAL STRUCTURE= 3/4" MIN CONCRETE AT HEAD, su OR JAMBS Ya v 3000 PSI MIN. Ile C-00 KOLLOW/Fe,MEO SMOCK AT IAMW f.. 2000 PSI MM. N .g AO. W09-12 -� I (�� �Mt�t�erroswtbev6� `% oroan� ro. 0000 0000.. • 0000.. 0000.. 006.6. .0000. 0000 .. 0 66..• 0000.. . . . . .6.6.6 0000.. . . 6.. .. . •600 .6.6 G p a� -� I (�� �Mt�t�erroswtbev6� `% oroan� ro. �MuT�m �w&d. 5 � W09-12 6666 . 6666 ....�. 6666.. • 6666.. . 6666.. 6666.. 6666.. 6666 .. 6666.*sees... . 6666. 6 ...... . . .606.6 . .. 6666 �V• . z 6666 o ' s �MuT�m �w&d. 5 � W09-12 FRAME NEAR 1.087+ .K 3/ �— 7.439 A82 913 � 1.110 ,2 n STEEL REWORCM 510 .n9 �3 m3 IA97 10 BLAZING READ VENT TOP/BWOM RAIL —'7(!)JAMB STILE 2AW 8 .078 � f 1149 1.340 A182 .899 794 2.780 O MMMO RAIL FRAME SILL 2.188 Ij' 'f A14 1_- 1.422 .349 .312 A02 982 1.775 SRL TRACK © FTXED MTC. RAL 5D0 1.187 730 1 2.� 2.812 2912 2780 �2.N8 900 7� 97a ia.959 1 -198] 1.888 2911—W MOV. FRAME JAMB (3) FDfED FRAME JAMB A FLUSH FRAME AOMTER 992 roDd1E198C�od�oRBVIseDPloFIdA mmrmmaOgvm o;; $ 2� 9r.WD q — W09-12 PART B 4UAN'ITPY DESUMPETON MATBOAL YW./BUPPI=/R6UABN8 PY201 1 FRAYSNAD gm -TB FY202 I FRAME ELL 80&7 -TB P32 FY203 1 SIJ. TRACK nam 8083-T8208 FY AS FEW. UOV. FRAME JAYS 8063 -TB FY101 AS RE00. FM FRAYS JAMB 1 83 -TB 7 FYtOa FY103 1/ VENT 1/ VENT FORD MVO. RAR VENT DuERIACN 8003 -TB 8083-76 - - 8 F1206 1/ VENT 4AU8 SOLE_ 6063-T6 - 9 M07 2/ VEUT TOP AND BOROY RAR 8053-T8 - 10 FYIO8 AS RECD• OIA7 RAD 8083 -TS - 11 - AS 70:00. R&WORCM W SIF4]. - 12 - AS REOM RlXVM fO BAY SLEEL - 13FY204 AS F11E®. AM -ON SILL MM 6087 -TB u8E AS Pam14 FT2as 4/ VEW ROLLER 1101190/0 & "E" DEtsoN - IS FYM 2/ VENT RMW 6"m- . 18 _ F1210 2/ VENT ROLLER Pal ST. STEEL 17 Q8 2 ,' AS RW. FRAIR/YENT ABY SCREN CRS P9. so IE $8 2 S 2/ vENL FOL. RAIL SILL SCRRAS SID. 007) CRS P.N. SMS 19 20 03181 03WT190 AS REQO. AS REDO. FIN SEM. WVF&-PM BULB MAL _ - _ O-LON ULTRAFAS SCHLEGEL E207 AS REOD. BULB SEAL SAN;P.-ULTRAFAB. DUIB7UETE0 E203 AS REOD. NALF10 BEAD BULB WNT PDM ULTRAFAB, MOMM7ER 8640 Fl8-W AS RM. MASS SPACER SCCNE F70N8t LODESLOWP 2/ tlENT SWEEP LATCH - SULUMAN A, ASSOC. r2l /8 % f/8' 2/ IATC11 WCS.SIEELWA& YALVE -- "in FLUSH FRAME AOIPRB 60W -TB OPIDNPL 992 roDd1E198C�od�oRBVIseDPloFIdA mmrmmaOgvm o;; $ 2� 9r.WD q — W09-12 e h Mhad P�� :1 wos— 1 2 0000 • • 0009 0000:0 • • • 0 •9066• 0 6 9666• • 000000 • 066960 • 6 9• .6969 6000 9• 09 0 6 • • 9 0 6669 • 99 96699 6••69• 99 • 06.96 0 • • • 00,900 96 • 66666 669••• 9 • 9 • • • • • • • 999996 0069.9 99 • 9.69 • 2 •999 ag Q8 Q Q AHI e h Mhad P�� :1 wos— 1 2