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WS-16-715 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FIL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-255060 Permit Number: WS-3-16-715 Scheduled Inspection Date: October 04,2016 Permit T Windows/Shutters Inspector. Mesa,Michel Type: Inspection Type: Final Owner. BENAVIDES,JORGE Work Classification: Window/Door Replacement Job Address:1700 NE 105 Street 409 Miami Shores,FL 33138- Phone Number Parcel Number 1122300500660 Project <NONE> _. Contractor: THEVENIN ENTERPRISES INC Phone: (305)817-8087 Building Department Comments REPLACE 1 WINDOW comments INSPECTOR COMME S False Inspector Comments Passed Failed El Correction Needed Re-Inspection Fee No Additional Inspections can to scheduled until re-inspection fee is paid. October 03,2016 For inspections please call: (305)762-4948 Page 2 of 21 i :y Iaer� tort NOW11 6-3.1 64`' ;t . �s Miami Shores Village `� = Pennit Type:'dint huts' 10050 N.E.2nd Avenue NE '. �+ 155lttL�Ot7ilif r Re�� Miami Shores,FL 33138-0000 to* Phone: (305)795 2204 PBi�ft " ' 414/ 0 Expiration: ) 0112016 Project Address Parcel Number Applicant 1700 NE 105 Street Number: 409 1122300500660 Miami Shores, FL 33138- Block: Lot: JORGE BENAVIDES Owner Information Address Phone Cell JORGE BENAVIDES 1700 NE 105 Street MIAMI SHORES FL 33138-2141 Contractor(s) Phone Cell Phone Valuation: $ 2,000.00 THEVENIN ENTERPRISES INC (305)817-8087 Total Sq Feet: 0 Type of Work:REPLACE 1 WINDOW Available Inspections: No of Openings:1 Inspection Type: Additional Info: Classification:Residential Window Door AttachmentFinal Scanning:3 Review Building Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 DBPR Fee Invoice# WS-3-16-59065 $2.00 03/18/2016 Credit Card $50.00 DCA Fee $2.00 $156.20 Education Surcharge $0.40 04/04/2016 Credit Card $ 156.20 $0.00 Permit Fee $110.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $206.20 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 AFFIDAIT 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 zo in . Fu th rmore,I authorize the above-named contractor to do the work stated. April 04, 2016 Authorize ignature: wner / Applicant / Contractor / Agent Date Buildi Department Copy April 04,2016 1 Miami Shores Village F� Building Department M � o1s 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 (q'0 BUILDING Master Permit NoA PERMIT APPLICATION Sub Permit No. OBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: /-®® A/4" 105_ty51� zd_ City Miami Shores County Miami Dade Zip: 33139 Folio/Parcel#:1 -)30 060 666 12 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: '-OWNER:Name(Fee Simple Titleholder):ZO Z(4E B 6 V AV j(6 t-S Phonek30S)77d2`7 ZS-? Address: t?00 /V' /C� y` -r� "-[ _ City: m(0l m l J.Ao r�l State: Zip: Y/ Tenant/Lessee Name: / Phone#: Email: sT,g�Iyq vlb, j ��l¢f��r ,L• G0 d-I2 CONTRACTOR:Company Name: Thevenin Enterprises, Inc. Phone#: 305-817-8087 Address: 2384 W. 80th Street, Bay 5 City: Hialeah state: Florida Zip: 33016 Qualifier Name: Luis A. Quintana Phone#: 305-817-8087 State Certification or Registration#: CGC-1517782 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:-2&/6-c-P zz> Specify color of color thru tile: Submittal Fee$ Permit Fee$ ft) CCF$—L, CO/CC$ Scanning Fee$1C7'1 •"01 Radon Fee ®0 DBPR$a •QZ) Notary$ Technology Fee$r jGrV Training/Education Fee$ ® 6 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ � (Revised02/24/2014) -v - a Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: 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 on 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 inspecti which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not b approved and a reinspection fee will be charged. Signature Signature - 7 OWNER or AGENT a CONTRACTOR The foreg ing instrument was acknowledged before me this The foregoing instr ment was acknowledged before me this /—day of hAAone--A 20 /6 by 10 day of March 20 16 by J®r'4GG �enayi�eswh 's ersonally nown to Luis A. Quintana who i ersonall know o me or who has produced as me qr who has produced X 62 4c eViA1A):694(g_was identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: MERCY CABRERA NOTARY PUBLIC: i MERCY CABRERA MY COMt'AIS'SION*EE331705 :t;wY`o�m� 20 c� o p 3=0.. ..,cam MY COMMISSION1 r631705 a FXPIREa:SEP 03.2016 EXPIRES-91-103,`J 16 �"�a OontlPc Yhrough 1st State Insurances Bontlrc?„r,': :�r insurance Sign: Sign Print: i1l1 w-c C"c� Lar�a�a Print: Me y Cabrera Seal: Seal: APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY - �� meg¢ DI�PARTMEt�l'E�FFBI��=A - _ �N *y"•°�qc x�. STRI .s ISSUED: 02/2412015 DISPLAY AS REQUIRED BY LAW SEC)# L1502240000792 004677 Local Business Tax Receipt Miami—Dade County, State of Florida THIS IS NOTA BILL - DO NOT PAY LBT 6491997 BUSINESS NAMEAACATION RECEIPT NO. EXPIRES THEVENIN ENTERPRISES INC RENEWAL SEPTEMBER 30, 2016 2384 W 80 ST BAY 5 6761929 Must be displayed at place of business HIALEAH FL 33016 Pursuant to County Code Chapter BA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED THEVENIN ENTERPRISES INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 4 CGC1517782 $45.00 07/10/2015 CHECK21-15-088025 This Local BusinessTax Receipt only Matirms payment of the Local Business Tax.The Receipt is not a license, permit,or a certification of the botdor'squalificationeto do business.Holder most comply with any governmental or nongovernmental regulatory Iawa and requirements which apply to the business. The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Coda Sec 8a-276. For more information,visit www.miamldade.aovRaxcatlector 03/17/2016 THU 9:42 FAX 0001 THEVENINEN SSIMEON .�►co�a• CERTIFICATE OF LIABILITY INSURANCE °1/2612ATE 016 ' 1r�s�2oie TI4IS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVEI-Y 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,aUbject 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 certlfleate holder In lieu of such endorsement(s), PRODUCER gRMNTACT Collinsworth,Alter,Fowler A French,LLC PHONE 30d)822 {Ara,Her(306 362-2443 8000 Governors Squaw Blvd -7800.. f _ suite 301 ADar� s8: Miami Lakes,FL 33018 •_ .___ INInIRERIs1AFFOR0INOCOVERAOE NAICO INSURER A!FCCI Insurance Company _ 10178 waURED INSURER a:FCC IAdvantege 1 2.842 _ Thevenln Enterprises,Inc. DISURIut c 2884 West 80 Street,Bay 6 INBURE,R p: Hialeah,FL 33016 WSURER E I INSURER F., COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCES LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHIdH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS ANDCONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, INsA'DDLBUBRia _..._._.._ .---......... LTR TYPE OF INSURANCE POLICY NUMBER M MMI LRCTS A dX COMMERCIAL ENERALLIARILITY EAC{OCCURRENCE 3 1,000,000 CLAIMS-MADB I X I OCCUR GL00181201 101141201a 10/14120113 IAMA(MTO RENTED a 100,000 -- MED EXP(Any enc pereen1 S_— 5,000 PERSONALaADVINJURY 8 11000,00 OGULAf;GR60ATE LIMITAPPLIES PER: 41-1 NERAL AOCREGATE S 2,000,000 POLICY U IJ j , LOC QDUGTS.CC3NP/OP AGO 9 2.000,000 OTHER: _ S 100,00 AUTOMOBILE LIABILITY aqNMIR LIMIT ) $ 11000.000 A X ANY AUTO CA003047101 10114/2013 IOR41201C BODILY INJURY(For Perm) s . ALLAUTO�ED ACHOESDULED BODILY INJURY(Peres Ent) 6 X HIREDAUTOS X NON EO PERTY E y {Per ealtler S X UMBRELLA LIAR X I OCCUR A — - EKOEOGL(" CLAIMS-MADE UMB001938301 '10/14/2016 10/14/2016 AGORCOAOOREOcuaRENC6 6 4,000,0 ATE $ 4,000,0 DED I X I RETENTION 6 10,000 — 8 VRMMS COMPENRATIONPE AND BMPLDYRW LIABILITY YIN X STATUTE ER B ANYPROPRIETOR/PARTNER/EXEOUTIVE 001WC14A72a42 10/14/2016 10/14/2016 E.L.EACH ACCIDENT 9 11000100 OFFICER/MEMBEt EXCLUDED? NIA -- {ManOatoryFn NH) E.L.DISEASE-EA EMPLOYE 6 1,000,0011 6f�diIPTI NOPERATIONSOebw E.L DISEASE-POLICY LIMIT $ _- 1,000,00 DE30MPTION OF OPIERATIOM I LOCA710N61 VEHIDLBa(AGORD 101,Atlmllonel Remarks SeheOWe,meY De etlaahad Irmwe spew I■requlretl) ELECTRICAL AND GENERAL CONTRACTOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10060 NE 2nd Avenue Mlmal Shores,FI,33138 AUTHORIZED RIPMENTATn/E epla ®1988-2014 ACORD CORPORATION, All rights reserved. ACORD 26(2014!01) The ACORD name and logo are registered marks of ACORD Property Search Application-Miami-Dade County Page 1 of 2 OFFICE OF THE PROPERTY APPRAISER .h Summary Report Generated On:3/18/2016 Property Information - Folio: 11-2230-050-0660 Property Address: 1700 NE 105 ST UNIT: 409 Miami Shores,FL 33138-2145 Owner JORGE BENAVIDES R. 1700 NE 105 ST#409 Mailing Address MIAMI SHORES,FL 33138-2141 e 4900 MULTI-FAMILY- Primary Zone CONDOMINUM 4' 0407 RESIDENTIAL-TOTAL Primary Land Use VALUE:CONDOMINIUM- RESIDENTIAL Beds I Baths I Half 2/2/0 Floors 0 A Living Units 0 Actual Area Sq.Ft Living Area 1,154 Sq.Ft Taxable Value Information Adjusted Area 1,154 Sq.Ft 2015 2014 2013 Lot Size 0 Sq.Ft County Year Built 1965 Exemption Value $50,000 $50,000 $50,000 Taxable Value $37,943 $37,246 $35,957 Assessment Information School Board Year 2015 2014 2013 Exemption Value $25,000 $25,000 $25,000 Land Value $0 $0 $0 Taxable Value $62,943 $62,246 $60,957 Building Value $0 $0 $0 City XF Value $0 $0 $0 Exemption Value $50,000 $50,000 $50,000 Market Value $124,848 $124,848 $98,470 Taxable Value $37,943 $37,246 $35,957 - -- ------ --................-...................... Assessed Value $87,943 $87,246 $85,957 Regional Benefits Information Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $37,9431 $37,246 $35,957 Benefit Type 2015 2014 2013 Save Our Homes Assessment Sales Information Cap Reduction $36,905 $37,602 $12,513 Previous OR Book- Homestead Exemption $25,000 $25,000 $25,000 Sale Price Page Qualification Description Second Homestead Ex..e..mption $25,0 $25 025, 0 ....................._.._._....---........ 00 00 $ 00 19369 11/01/2000 $78,000 Sales which are qualified Note:Not all benefits are applicable to all Taxable Values(i.e.County, 4206 School Board,City,Regional). 19163- Sales which are disqualified as a result of 06/01/2000 $0 2548 examination of the deed Short Legal Description 18668 THE SHORES CONDOMINIUM 06/01/1999 $86,000 1585 Sales which are qualified APT 409 FOURTH FLOOR 05/01/1996 $89,500 17220- Sales which are qualified UNDIV.0117%INT IN COMMON 4365 ELEMENTS CLERKS FILES 64R-124472 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade Countv assumes no liabilitv.see full disclaimer and User Aareement at hfD://WWW.miamidade.aov/info/disclaimer.asD http://www.miamidade.gov/propertysearch/ 3/18/2016 WORK REQUEST APPLICATION L L Owner's Name —� ,� I J v Unit i I hereby request approval from the Board of Directors for the following 2� modification or alteration to my unit that will be performed by a licensed contractor. Electrical work Plumbing work Carpet installation **Windows Tile installation Other work Description of the work Before you decide to upgrade your apartment (other than paint or carpet)you must obtain permission from the Board of Directors and/or Miami Shores Village. A copy hof the plans, specifications and permits, and a description of the licensed work to i be performed must be submitted for consideration and approval by the Miami Shores Village Building Department(305-795-2204). It is the owner's responsibility to ensure that the contractor removes all excess construction material or building debris. It cannot be placed in the dumpsters. **Window frames must be gray in color to look like aluminum. Windows must be Two (2) panels over Two (2) panels. Glass must be clear color. 1, as the unit owner acknowledge responsibility for any damage to the building or personal injuries that may occur during the project. The Shores Condominium Inc. its officers and employees are in no way responsible for damage or theft to my apartment or my belongings. (A $200.00 deposit is required and will be refunded if no damage to the property is reported.) I fully understandandagree to the statements made above. Unit owner's signature Date Approved by: f 1 M IAMDADE MIAMI--DADE COUNTY RIM., COPY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MR) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .miamidade.gov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"Eco-Guard 100"Aluminum Single Hung Window-L.M.I. 666090 APPROVAL DOCUMENT: Drawing No. W09.08, titled "Eco-Guard Ser6il"OQ Alum,Sh Wdw•,:. (L.M.I.)", sheets 1 through 6 of 6, dated 02/12/09, with revision E dated 06/23t1.5,,.y=pared by'4S-Farogq..;. Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade4sunty Product Control Revision stampwith the Notice of Acceptance number and expiration date b 0w ram' ,( Cot ••••• p p Y .h'j 3"P.�.. '�' PIoduct Control Section. •••• • ••••• MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •• •• •••••• •.•.• .. .. .. . ...... LABELING: Each unit shall bear a permanent label with the manufacturer's * or logo,•city, state, .' model/series, and following statement: "Miami-Dade County Product Control.approved", uolek;.eotherwise•••• noted herein. ;....; . RENEWAL of this NOA shall be considered after a renewal application has been filed anded;;Z bras 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 No.14-0317.02 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15.0406.12 MIAMI-DARE COUNTY Expiration Date: April 08,2019 Approval Date: July 02,2015 Page 1 Eco Window Systems,LLC.. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 09-0224.07 and previous NOA No.14-0317.02) 2. Drawing No.W09P08,titled"Eco-Guard Series-100 Alum. S.H. Wdw. (L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision E dated 06/23/15,prepared by Al-Farooy Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform.Static Air Pressure Test,Loading per FBC,TAS 202.94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635, dated 12/09/14,signed and sealed by Marlin D.Brinson,P.E. (Submitted tinder NOA No.14.0317.02) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 2M-94 3)Water Resistance Test,per FBC,TAS 202;24••; ;0 0 0• 0 0 0 0 0 4)Forced Entry Test,per FBC 2411 3.2.1 an61.TM 202-9$...: 000000 along with installation diagram of a 106-1/2"wide x 76" hio J30-Guard Series-140 . 0000.0 aluminum single hung window, prepared by Hurricane EngtiM ing 84 XPAng Irrc. • Test Report No. HETI-08-2166A, dated 12/15/09, signed OAdMled b1,•C#ndido ;.;;;• Font,P.E. (Submitted undWMA No.40-024.0 .... . 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 2m% • 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94:...:. 00 00" along with installation diagram of a 106-1/2"wide x 76" high P6p-Gua;4.aeries-1D4•• aluminum single hung window, prepared by Hurricane Engineering &.1tsfing Inc. Test Report No. HETI-08-2166C, dated 12/ 15/09, signed and sealed by Candida F. Font,P.E. (Submitted under NOA No. 09-022407) 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 2411 3.2.1 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 under NOA No. 09.022407) Maine ez,P.E. Product Colftxamincr NOA No.15.040612 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-1 r Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(corNxnvuED) 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 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 under NOA No. 09-0224.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), dated 03/27/15 and 06/23/15, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14.0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,cxViring cat!12711/16.*so *see:* • • • F. STATEMENTS ' "j014),.. .. ...... 1. Statement letter of conformance,complying with FBC-5'h Edj0Q� 014),ati�l of no , financial interest,dated March 17, 2015,issued by Al-Farooa��oratioti, shied anis'•••: • •••• Y sealed by Javad Ahmad,P.E. too* • ••••• 2. Laboratory compliance letters for Test Report No. FTL-7635,:'§4ed by g*rjlestratidl3.••• Testing Laboratory,Inc.,dated 12/09/14,signed and sealed ey,]e rlin D.$rinson,P.l." (Submitted under previous NOA No. 14.0317.02) • • 3. Proposal issued by the Product Control Section, dated 03,/25/13, sig$iMi' Jaime Gascon,P.E.,Product Control Section Supervisor. •• •*see • • (Submitted under previous NOA No.14-0317.02) 4. Laboratory compliance letters for Test Reports No.HETI-08-2166A, HETI-08-2166C, HETI-08-2168 and HETI-08-2170, all issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, signed and sealed by Candida F. Font, P.E. (Submitted under NOA No. 09-0224.0 7) G. OTHERS 1. Notice of Acceptance No. 14.0317.02, issued to Eco Window Systems, LLC for their Series "Eco-Guard 100" Aluminum Single Hung Window - L.M.I., approved on 04/10/14 and expiring on 04/08/19. Manuel P.E. Product Cantr Ex finer NOA No.1 -0406.12 Expiration Date: April 08,2019 Approval Date: July 02,2015 E-2 WINDOW-WIOTH - WINDOW WIDTH •Y 47 3/8" 47 3/8° O DAA.(FIX. LITE) - FL.O.(FIX.LITE) i}Gy I 8°MAX. A 12•MAX N 8"MAR. 12 N OCORNERS HEADHEAD it HEAD CORNERS HEAD m v �V II jj 8 M ,o I II it 11 It 19 it C-24_7- D ______=__cY.;{IItIIIiIii1IIl��___-___B_3___�__J'J{n;OI1'��;iI1I•__-__=__=__=fTIII�'iIIII'tIlI _ tlKitZdtlaotl(•J1.�.41rpI f 9 It SWEEP LATCHES 1/2°AT 12 FROM ENDS M >1 t o0 II I 0 W6Q(-y° co NNvl � II O NO ANCHORS AT SILL NO ANCHORS AT SILL C1� FALSE MUNTINS FALSE NUNTD(S p� (SURFACE APPLIED) (SURFACE APPLIED) Yn Z LL OPTIONAL 47 3/8° OPTIONAL 47 3/6° :Z O.L.O. (VENT) D.L.O.(VENT) 50 3/16" SPRING�LOAD ATC14ES 50 3/16" i U`rw EN VENT WIDTH OPTIONAL TO VENT WIDTH S W rn ECO—GUARD SERIES-100 SWEEP LATCHES ALUMINUM SINGLE HUNG WINDOW EQUAL LRES Tom• UNEQUAL LM (ORIEL TYPE) DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATIONS CHARTS SHOWN ON SHEETS 2. TESTED UNITS +� APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE cy$ COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER °R S P WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING c '� MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. V A Vq� LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL o 1.11101 6 WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • c c:tis REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY • • •• • • • • • tl1 o S o HURRICANE ZONE(HVHZ). • •• • • • • ••• • o • • • • • • • • �c a m v o w WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER ••• ••• •• • • • •• LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETA0.,S,ANCHORS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. '.r . IAVADD AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE • ••• • ••• SHUTTEVS ARE J40T REQUIRED. FLA PEJ 7e592 u NOT PART OF THIS APPROVAL. • • • • • • • • • PRODUCTTd&vl-m CAN. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ORLf. • • • • • • • • osa-AyWavulthlhsAleddl ALL SHIMS TO BE HIGH IMPACT, NON—MEFALUC AND NON—COMPRESSIBLE.•• • • • ••• • AeoeptmrcoNo40� U .2 S 20 5 dlavn� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT 46 "°�"�`° COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. M badeProdugC o sheet 1 of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EQUAL LITES WINDOWS WIDTH UNEQUAL LITES WINDOWS MOTHDESIGN)AAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF GLASS TYPES CLA33 TYPE GLASS TYPES m FLANGE DIMS. 'A', 'D' &•C' FLANGE DIMS. 'A' B' A 'C' WIDTH- HEIGHT LOO.(+) 1NT.(-) 1NOTH -HEIGHT EXT.(+) tNT.(-) EXT.(+) INT.(-) P.0 a .i 19-1/8' 750 90.0 19-1/8" 7S0 90.0 75.0 90.0 yF� 24' 75.0 90.0 �/• E a 26-1/2' 75.0 90.0 24' 75.0 90.0_--_75.0 90.0 O bb� 26-1/2' 75.0 90.0 75.0 90.0 m U 32 (3) 75.0 90.0 32' 50-5/8' 75.0 90.0 75.0 90.0 �! 37' 75.0 90.0 d Y. s7 (s) 75.0 Sao 75.0 90.0ia F 40' 75.0 90.0 40' 75.0 90.0 75.0 90.0 6 Uj 1 48' 75.0 90.0 48' 76.0 90.0 75.0 90.0 G 53-1/8' 75.0 90.0 53-1/8' 75.0 90.0 -75.0 90.0 0 19-1/8' 75.0 90.0 19-1/8' 75.0 _90.0 75.0 90.0 U90.0 24' 75.0 90.0 A24' 75.0 90.0 75.0 M.-- pyS 26-1/2' 75.0 90.0_ 26-1/2' 75.0 90.0 75.0 80.0 0 °i x WI LL GZj tai 32' 38-3/8' 75.0 90.0 • IS, TYPICAL ANCHORS TYPICAL ANCHORSV W ELEV.FOR SPACING WOOD BUCK 1 SEE ELEV.FOR SPACING ip :q EUGE'DIST. MIAMI—DADE COUNTY APPROVED m 'd4 " n v. d. .v METAL MULLION &MULLION ANCHORS • STRUCTURE EDGE DIST. SEE SEPARATE NDA EDGE DIST SEE EDGE GIST. I O J " � s 15 U c ul 8 BN 9 �y� mm �M TYPICAL ANCHORS TYPICAL ANCHORS q 4 r__ SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 04�. Ilz 0 t WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW, - MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM d J AND TRANSFER THEM TO THE BUILDING STRUCTURE. J Dt OPTIONAL 70BOFTOMM LATCH TYPICAL ANCIiQRS: SEE ELEV.FOR SPACING z 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI,FY-155 KSI) !x © 14 INTO 213Y WOOD BUCKS OR WOOD STRUCTURES ao s 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) ar a i 3mM 4 i4 THRU 1BY BUCKS INTO CONC. OR MASONRY Ea 00 oM m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) Z 9 1B 2t 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) I DIRECTLY INTO CONC. OR MASONRYZ a 1-1/2" MIN. EMBED INTO CONCRETE (HEAD) I U'-w 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) $ W.2 1 o 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") m INTO METAL STRUCTURES +� o t1 STEEL : 1/8" GA. MIN. (Fy = 36 KSI MIN.) < CII ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) c - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L! � v i 6 TYPICAL WM DISTANCE m 2 I IIA INTO CONCRETE AND MASONRY = 2-1/2" MIN. •• '000 •• • • • • • •• INTO METAL STRUCTURE 3/4-INTO WOOD STRUCTURE 1' I MIN. m= = is is • • s • • • • • • _ v_ © • • •• • • • • • 'o o��� 2 1 i4A • •• • • • • ••• • W000 AT HEAD,SILL OR JAMBS SG = 0.55 MIN. > ���"� 2 • • • • • • • • • CONCRETE AT HEAD. SILL OR JAMBS r e - 3000 PSI MIN. @°c a m v e m •• ••• •• • • • •• C-90 HOLLOW/FD1FD NORMAL WEIGHT CMU AT JAMBS Cm 2000 PSI MIN. -- --- bPRODUCTRBVIS9D 'M amaplyhtg an �j • • • • • • • • • with the Yla{da 1EngrJAVH DulagC� VV4vvv CML A t 92 �N4' ••• • ••• • g— 4 a0 e m 3 s_• • • • • • • • Du ^'p 9• • • • • • • • • • BY $ >• • • • ••• 3i�!l1LANT 015 dtawiono a ALL JOINTS AND FRAME CONNECTIONS SEALED WITH W()9-0�j 'w JOINT SEALER. sheet Sof 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM 8 PART 0 RRQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 _ N101 1 FRAME HEAD _ 8063-T6 - 2 FY115 1 FRAME SILL 8063-T6 - g - 3 FY103 2 FRAME JAMB 6063-T6 - 0 j 4 FY104 1 FIXED MTG.RAIL 8083-T6 5 FYt05 1 VENT TOP RAIL 6063-TB - a 6 FYI 14 1 VENT BOTTOM RAIL _ 6063-T6 7 FY107 2 VENT SIDE RAIL 6063-76 - #t 8 FY108 AS ROD. GLAZING BEAD(5/1T LAM.CLASS) 8063-T8 - 4r LL<0' BA FY1C9 AS ROD. GLAZING BEAD(7/18"LAM.GLASS) 6083-T6MIAMI-DADE COUNTY BB FYI 10 AS ROD. GLAZING BEAD(tNSUL IAM.GLASS) 6083-T6 - p a APPROVED MULLION 9 FY116 2/VENT SASH STOP 6063-T5 - S Q SEE SEPARATE NOA TYPICAL ANCHORS p q7 r e SEE ELEV.FOR SPACING It FYI 13 2/VENT SPRING LOADED LATCH.AT 7"FROM ENDS 6063-T6 - 00 K IIA - 1/LATCH LATCH SPRING ST.STEEL - g q ---_- 12 SL203P 2/VENT SWEEP LATCH,AT 12-1/2"FROM ENDS ZAMAK SULLIVAN&AS50C. �'Z w- 12A #8 X 5/8" 2/LATCH LATCH INST.SCREWS _i ST.STEEL PH SMS �I 13 - AS REDD. SETTING BLOCK EPDM DUROMETER 80t5 SHORE A 14 #8 X 1AS REDO. FRAME&VEIN ASSEMBLY SCREWS CRS PH SMS ---_--- -- 14A B8 X 3/8" 2/VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REDD. BOTTQH RAIL SEAL-SERIES 101 NEOPRENE ULTRAFAS J _ ---- 16 E203 AS REOD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB 18 W23181 AS RECD. FIN SEAL W'STRIPPING '— - ULTRAFAB 19 FYI 17 4/VENT SASH GUIDE CELCON M&M PLASTICS N 12A d6 X 3/B" 1/GUIDE SASH GLADE INST.SCREW CRS CH SMS TYPE B WINDOW WIDTH WINDOW WIDTH 20 F210 2/VEM SASH BALANCE - SUPERSOOST BY BSI o 07 20A #8 X 5/8" 1/BALANCE BALANCE INST.SCREW - P FH SMS mM 21 - AS REDO. CLASS SPACER SILICONE FRANK LOWE OQ O 22 - 1 5/1B'BOX SCREEN _ - OR014AL N Z 23 FY120 - FLUSH FRAME ADAPTER 6063-TB OPTIONAL - Z? w TYPICAL ANCHORS 24 - - INSUL GLASS EDGE SPACER ST.STEEL CARDINAL XL O a'J SEE ELEV. FOR SPACING W O0 1/4"MAX 1/4'MAX. VENT WIDTH SHIMS tom, 1/4"MAX. SHIM WOOD DUCKS SHIM ��• 9 STRUCTURE I 18 7 20 v° TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS ° FOR SPACING SEE ELEV. -- - - - - - -- - - FOR SPACING j - •• 1 j/2" vacoNc,-_ - -- ____-- • RYm W tb EXTERIOR 3 Engin MAD ARM a o_ • ••• • •• • • v FIACPE.MW D.L• • • • • • • • • • •.:-.. ..�.^_ .• _. AN. WINDOW•WWH• • • •• •• • •• • • abcomplyt»Ba,1lLitbeFt •• ••• Building o& 6,Z2 015 - AeNo drawing no. 19 W09-08 BS 4pFNWaC sheet 4Of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • TYPICAL ANCHORS EDGE OIST. SEE ELEV.FOR SPACING _ TYPICAL ANCHORS METAL MIAMI-DADS COUNTY APPROVEO 1 SEE ELEV.FOR SPACING EDGE OIST. STRUCTURE SEEu SEPARATE ANCHORS a gl e ^m¢ J EDGE DIST. r a I U ° n _ a a ALT. TYPgQ CAL ANCHORnS SEE ELEV.1 FOR SPACING LL G 0a all s J � J n qv J 1 3 8 OU cn VI LL con YI 0 O M I M m 1 t/a'wtx. 0— z z� SHW3 0 TYPICAL ANCHORS La SEE ELEV. FOR SPACING lil rn Q: O C. . 1a7. . o 8 MASONRY a a � l l IIIe •• ••• • • • • • •• p1 m • • • • • • t f • amd�cof� ALT. • • • • • • • • • �c a m v m w Z INSTALLATION DLTAILS WITH FLUSH FRAME ADAPTER E�9�raV AHMAD '° $ �� • Cra ••• • ••• • • FLA.PE d i0S92 • • • • • • • • • • CAR Se �. ° °' ..° °°P. . ° °..° •• • • • • -rRODLXCroDRaeHtaVISHD•• � �• • • • yi• • • i• • • • 9d � ,•• i • • ••• • AueptmwoWo to "Vllegi Q 5 J�+ Q�5 drawing no. Dy � (/ W09-08 sheet 5 of 6 • •• •• • • • •• •• ' p�----2.750 p-1.281 I I � pm 5.688 - 0 Z % .ole .ofiz 82.750 i s --2,8127 "� Q FRAME HEAD 1.202-1 2.061 / ti ° V� an4 2.874— FRAME .874 FRAME JAMB .082 *422 1.375 .394 I a FIX. MEETING RAIL 85 t-�I �O� � t-�I 047 b- 3 e9� 1.oa7 OO O � ( 1.422 140 GLAZING BEADS J N 1.434 T 1.250 .062 2.083 14 s 1.087 A82 1140 � 1i IL ao o yy Nn II 1 7 a M tmQi 1.140-I .821 Z O ® VENT TOP RAIL O7 VENT SIDE RAIL 3 2.027 / 0 ct U wv 1.247- 1 .247 $ W .ofiz z.n3 Ft.aa5 7 gg 1.929 1.750 1.254 ,078 & C g w Lo $ PA 863 t.1ao © VENT BOTTOM RAIL t t SPRING LOADED LATCH VENT CORNER DETAIL ffi 2.974 •• ••• • • • • I n n .. • • I 2 - m • • • • • • • • • I 4 a m u .082 3.002 AWAD 2.886 FRAME CORNERS DETAIL Env:'eiCML ••• • ••• • • 70.492 1 N .062 • • • • • • • • • • flA.�PE c � • • • • • • • • • rRoDumcT is@D X874 -._ .Spp • • • • • • • • "as coa>p1yM81�011fio Fly .. 000 •• • . . tcq B /4 . A . . ... Codo ACJ, r b ,moo . . IceNo L 2.511 Oatc ZG ZQ�,rl drawing no. 2.750 gy w09—�8 Q FRAME SILL 23 FLUSH FRAME ADAPTER • (sheet gof g • •• •• • • • •• •• ••• • • • ••• • • M IAM I.DADE MIAMI--DADS COUNTY,FLORIDA 0 PRODUCT CONTROL.SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315--2$99. NOTICE OF ACCEPTANCE (NOA) www.miamidade govleconomy Eco Window Systems,LLC 9114 NW 106 Street Miami,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 Clipped"Aluminum Tube Mullion--L.M.T. APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion",-sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared h�'A'1-.Farooq Corporation, signed and sealed by Javad Ahmad,P. E., bearing the Miami DaJe Gounty Product Control•• • Section Approval stamp with the Notice of Acceptance number and Approval ite.jyy the- County Product Control Section. 6666.. 6666.. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant •••••• ;•••;• • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logoa.cit.y> state, ••• 669096 6666 series, and following statement: "Miami-Dade County Product Control Approve',lrptess aftt-Nist noteJ..9,. herein. 999.09 0 • RENEWAL of this NOA shall be considered after a renewal application has been filed and Urg JWs beet►•9 6•• no change in the applicable building code negatively affecting the performance .o*his�roduct.' :0000: . TERMINATION of this NOA will occur after the expiration date or if there has been a reviSlflv666b6*hange 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 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. - NOA No. 14-0529.16 MIAMFDADT3 COUN T Y �,CsA`' � Expiration Date: October 23,2019 Approval Date: October 23,2014 Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202--94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, 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. 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 clipped aluminum mullion at a fixed window/a single hung window,prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI 08 2192B and HETI-08-2166C, both 0000 dated 01/15/09,signed and sealed by Candido F. Font,P.E. •0000• 0 0 0 0.. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202---94.0 : 0 0 •• 2) Uniform Static Air Pressure Test,Loading peer C-BC,tAfi.42-94•••• • 3) Water Resistance Test,per FBC,TAS 202—•94.0 0 :6909: 4) Forced Entry Test,per FBC 2411.3.2.1,aid TA9 202i;*:• ,.... along with marked up drawings and installation diagram OU'A"iclipped.aluminum:..0 mullion single hung window,prepared by Hurricane Engineei4 s Testi ,7+tic., Test••:• Report No. HETI 08 2166A, dated 01/15/09, signed and se;10gty Candido F. Font, •. P.E. . . 000.... .0000. 0 . . .0000. 0000 _ .. C. CALCULATIONS 0 0 1. Anchor verification calculations and structural analysis, complying with 6c-2010 and FBC 5fh Edition (201.4), prepared by AI Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). .E. MATERIAL CERTIFICATIONS 1. None. _ Jaime D.Gascon,P.E. Product Control Section Supervisor NOA No. 1"529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5' Edition (2014), issued by Al Farooq Corporation, dated 05/23/14,signed and sealed by 7avad Ahmad,P.E. 2. Department of State Certification of Eco Window Systems,LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21113 and signed by Kurt S.Browning, Secretary of State. 3. Laboratory compliance letter -for Test Reports No.'s HETI-08 2192A, HETI-08 2192B, HETI-08 2166A and HET148 2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F.Font,P.E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez,P.E. G. OTHERS 1. None. . . .... ...... ...... .. .. ...... .... . ..... .. .. .. . ...... . . ...... Jaime D.Gascon, .E. Product Control Section Supervisor NOA No.14-0529.16 Expiration Date: October 23,2019 Approval Date: October 23,2014 E-2 z It 4.000 �' 11 � IW-'t' '' -' j['GGLAIZIINNG PRODUCT h -,-r---I 11 it III II 1 t 1 .0 LL6ag 11 1.000 �a d1 l•`q� r Q 3¢ TYPICAL t INN(1t'IWl FRAME 6.000 it liou II B t � 3.000 4.000 JUJ N J % TUBULAR MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ( 2.000 ALLOY 3 BO 8 SHAPES _j ^— m AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED _j W IMPACT AND NON-IMPACT RESISTANT PRODUCTS. wW RECTANGULAR ALUMINUM TUBE MULLIONS MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS 3M HORIZONTAL OR VERTICAL USING MULLION PROPERTIES ON 8 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING m NOTES: z Z*Ii 2 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 5 �:Z REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY J O HURRICANE ZONE(HVHZ). Q 0.1 KA W ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E.WIND LOAD.WATER INFILTRATION,FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. C� WO00 DUCKS BY OTHERS.MUST 13E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,EMDEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO.TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS o ARE NOT PART OF TIM APPROVAL. A LOAD DURATION[NOOSE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCUIVING BUT NOT MIRED TO STEEL/METAL SCROWS,THAT CONE INTO CONTACT WITH OTHER DISSNI AR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG.CODE. INSTRUCTIONS: •• ••• • • • • • •• c m USE CHARTS AND GRAPHS AS FOLLOWS. • • • • • • • • • .°o STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 •• •• • • • • ••• •• m FORPARTICULAR OPENING. •• ••• •• • • • •• STc EP 2 USE MIAMI-RADE COUNTY APPROVED GLAZING PRODUCTS I MEETING ABOVE LOAD REQUIREMENTS. { ;,WAD MMA STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT T�M USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH • ••• •STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPEMED • • • • • • • • • n9wmply6oBn4Stt&cIN STEP T ABOVE. • • • • OPfn�InHuiMl n,C ti's., 3 'b USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS • •• • • •• • •N0R9 ate{'- � ,(�J!/��� 4 I�1MY'-1;.,,J [1��j drowi STEP 5 ON SHEET 4.SELECT ANCHOR TYPE WITH DESIGN RATING •• • • • ••• ! 9 rw MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. M14-01 sheat 1 of 9 or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U= I_1. t zso q t.000 p tas lzs r —z.uoo2s— z.aoo--1 M� a7s .375 1.000 r Z �{ 1.000 F� .125 .128 I I ..125 .125 �g 4.000 .125 4.000 4.000 3.000 3.000 .125 v 6.000 6.000 .375 .375 .125L t .250 Q 3 Ix o .9502 W\4 IX-2.0374 INV IX- 1.538 INV IX 3.1878 01\4 ]R 2.9762 W\4 SX .5335 IN\3 Sx - 1.0187 W\3 Sx = 1.0254 W\3 SX= 15939 IN\3 Sx 1.4881 w\3 1 X 3 1 X 4 1 X 3 1 X 4 2 X 4 STD, MULLION STD. MULUON CUSTOM MULLION CUSTOM MULLION STD. MULLION 6063-TS 6063-T6 6063-T6 6063-TB 6063-TS U o Ix - 8.2757 m\4 Ix 15.2031 W\4 Z • Sx - 2.7586 W\3 Sr-5.0677 W\3 p Vl 2 X 6 2 X 6 1 STD. MULLION HEAVY M 4 ION �i 6083-TS 6083-T6 W W m �n ~ O C) Z Z>i 5 §z 0 .718 r--1.718 I I 2.125 2.125 0 .t25 125 125 A"MvedasoosgflylnaMol dw TYP. iYP. i'hntdA 81d1d c 2.000 --. .'ontro I 5.500 5.800 I�-2000 •• ••• • • • • • •• c m • • •• • • • • NOTCH • •• • TO • •• • o • • • • OPTIONALt/2' •• ••• � • • • 1/2• � MIN. MIN. ® En r.JAV�At9JA0 ab FIA PE J 70592 ••• • •• • 1/�, CAN.3838 0 1/2' • • • • • • }' 1/2" MIN. • • • • • • •MW '� ' MIN. •• • • • • • • • • .. .•. .. • iAY` `3 �U1k •• • • :00 • drawing no. ANGLE CLIP MULLION CUP MULLION CUP M14-01 8063-T6 8063--T6 8063-T6 sheet 2 Of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY- PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSP(TUBE MULLIONS) DESIGN LOAD CAPACITY- PSP(TUBE MULLIONS) WINDOW DIMS. 1X3 1 X4 1 X 3 1X4 2 X 4 2 X 6 2 X 6 WINDOD'DIMS. 1 X 3 1 X4 1 X 3 1 X 4 2 X 4 2 X 8 2X6 791NDOWDIMS• 1 X3 1 X4 1 X 3 1 X4 2 X 4 2X8 2 X 6 c WIDTH(w)MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY µ10TH(w)ImuLL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH(Vn MULt.SPAN STD. STD. CUSTOM CUSTOI,t STD. STD. HEAVY ,I• 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/6' 74.6 120.0 120M 120.0 120.0 120.0 120.0 19-1/8° - ^ - 59.3 553 1200. t20.0 Z 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2' - - - 42.8 39.9 111.0 120.0 p 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30' 47.5 101.9 764 120.0 120.0 120.0 120.0 30° - - - 3>.8 353 98.1 120.0 j 3T' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 38.5 82.6 62.4 120.0 120.0 120.0 1204 37" - - - 30.6 28.6 79.5 120.0 C 42" 120.0 120.0 120.0 120.0 _ 120.0 120.0 1204 42° 33.9 724 554 113.0 10&4 120.0 120.0 42• - - - 27.0 25.2 70.1 120.0 48• 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 MH' 74-1/4" 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120' - - - 23.6 22.0 61.3 112.6 C 54" 120.0 120.0 120.0 120.0 120A 120.0 120.0 54' 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54' - - - 21.0 - _ 84.5 100.1 Q n 60' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 60' 23.8 51.0 3" 79.7 74.4 120.0 120.0 60' - - - 494 90.1 66' 112.5 120.0 120.0 120.0 120.0 120.0 120.0 88' 21.8 463 35.0 72.5 67.7 120.0 120.0 60" - - - - - 444 81.9 0'3 72' 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72• - 42.5 32.1 06.5 62.0 120.0 120.0 72" - - - - - 402 75.1 4 Q 19-1/8• 120.0 120.0 12MO 120.0 120.0 120.0 120.0 19-1/6" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-I/9' - - - 444 41.6 115.6 120.0 28-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 1204 11&4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 Q Tg 30' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30• - - - 28.4 288 73.7 120.0 k 2L 37• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 69.3 83.4 120.0 120.0 37" - - - 23.0 218 59.6 109.8 4 2 6{ 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 42° 23.4 503 38.0 78.7 738 120.0 120.0 42' - - - 20.3 - 52.6 96.7 «aiii ZZ 1- 48" 42° 120.0 120.0 12&0 120.0 120.0 120.0 120.0 48° 84" 20.5 44.0 33.2 68.8 643 120.0 120.0 48' 132" - - - - - 46.1 84.8 54' 114.8 120.0 120.0 120.0 120.0 120.0 120.0 54° _ - 38.1 298 61.2 57.1 120.0 120.0 54' - - - - - 40.9 75.2 V S SO' [Z-: 120.0 120.0 120.0 120.0 120.0 1204 80• - 35.2 26.6 55.1 51.4 112.6 120.0 60' - - - - 36.8 67.7 � 88' 120.0 120.0 120.0 120.0 120.0 120.0 66" - 324 24.2 50.1 46.7 102.4 420.0 66" - - - - 33.5 61.5 Z 72° 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72" - 293 22.1 45.9 42.8 939 120.0 72' - - - - - 30.7 5&4 Vl "' 19-1/8• 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8• 34.5 74.0 559 1159 108.1 120.0 120.0 19-1/8' •- - - 34.3 32.0 89.0 120.01 " 26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 24.9 53.4 403 838 78.0 120.0 120.0 26-1/2' - - - 24.8 23.1 643 118.0 �++ 30' 120.0 120.0 120.0 120.0 120M 120.0 120.0 30• 22.0 47.2 35.6 73A 6&9 120.0 120.0 30• - - - 21.9 20.4 5&H 104.3 w 37' 115.3 120.0 12&0 120.0 120.0 120.0 120.0 37• - 3&2 289 59.8 55X 120.0 120.0 37' - - - - - 4&0 84.5 m N 00 42' 101.8 120.0 120.0 120.0 120.0 120.0 120.0 42" - 33.7 2554 52.7 _493 120.0 120.0 42• - - •- _ - - 40.5 74.5 3 M 48' 50-5/8' J32.461.6 120.0 120.0 120.0 120.0 120.0 120.0 48' 96' - 298 22.3 48.! 43.1 1079 120.0 48" 146" - - - - - 358 65.2 2 0 o 0) 54" 120.0_ 120.0_ 120.0 120.0 120.0 120.0 54" - 26.2 - 41.0 38.3 959 120.0 54" - - - - - 318 57.9 Z Z - 80' 1148 1152 120.0 120.0 120.0 120.0 60' - 23.6 - 36.9 34.4 8&2 120.0 60" - - - - - 28.4 82.7 Z .. 66" 104.1 104.7 120.0 120.0 12011 120.0 86' - 21.4 - 338 31.3 78.4 120.0 68" - - - - 25.8 47.4 72' 95.4 98.0 12&0 120.0 120.0 120.0 72' - - - 30.7 28.7 719 1204 72' - - - - 23.7 43W19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 75.9 120.0 120.0 W�26-1/2' 120.0 120.0 120.0 120.0 120.0 120.0 28-1/2' - - - 58.7 54.8 120.0 120.030• 120.0 120.0 120.0 120.0 120.0 120.0 30' - - 81.8 48.4 120.0 120.0 IN9roE RECTANGULAR SHAPE TO BE INSCRIBED HOW20MAL MUU10N J7' 119.9 102.1 120.0 120.0 120.0 1204 37' - - - 42.0 392 109.1 120.0 42' 405.6 00.0 120.0 120.0 120.0 12MO 42" - - - 37.0 349 98.1 120.048' 83" 92.4 78.7 120.0 120.0 120.0 120.0 4H' 108' - - - 32.4 30.2 84.1 120.0 i vPRODUCTVERTICAL 54' 62.2 70.0 120.0 120.0 120.0 120.0 54' - - - 28.8 28S 74.7 120.0 MULLroN 80' 73.9 03.0 11&7 106.0 120.0 720.0 60' - -• 2&9 24.2 873 120.0 67.2 573 105.1 98.2 120.0 120.0 86• - - - 23.6 224 81.2 t 12.3 C0� �G���61.6 528 08.4 90.0 120.0 120.0 72' - - 21.6 20.2 58.1 103.0 s& �3 CLAM GRADING PRODUCT PRODUCT ALL LOADS ARE EXT.(+)/INT.(-I. NOTE: • •w • • • W2 I MUWON SPANI `°c MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED • • 00: • • • • • VERTICALLY OR HORIZONTALLY. •• w•s • • • •• F (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Enr.JAVAD IftVOCML m 9 • ••• • •t• • t JN157059233 •• • • • • • • • • yw0)� W1 V!2 • • • • • • i �Plllaved ht�'Gtbt�a 2 2 •• • • ••• AVfaaq 7Tritei~ 1174 6 G 4� drolring no. MULLIONS , y i; Ml 4-01 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP 4"u WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DUIS. ANCHORS TYPE o VKDTH(Y1)MOLL SPAN A2 A4 A8 B2 B4a B4b WIDTH(M!)MILL SPAN A2 A4 AS B2 B4a Bob p8D1N(Yt)MULL SPAN A2 A4 AS B2 B4a B4b S 19-1/8" 120.0 120.0 1204 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 101.4 t20.0 120.0 19-1/8' 97.9 120.0 1204 62.7 90.4 120.0 "L Z 26-1/2" 120.0 120.0 120A 120.0 120.0 120.0 26-1/2` 114.2 120.0 120.0 73.2' 105A 120.0 26-1/2' 70.6 120.0 -120.0 45.3 65.2 90.6 0 � 3p• 120.0 120.0 120.0 1204 1204 120.0 30` 100.8 120.0 120.0 84.8 93.1 120.0 300 62.4 1089 7204 40.0 57.8 80.0 �e 3 37' 120.0 120.0 120.0 101.4 1204 120.0 37' 81.a 1204 120.0 82.4 783 1049 37" 50.6 88.2 120.0 32.4 46.7 64.9 �7 42• 120.0 120.0 120.0 a9.3 120.0 7204 42° 72.0 120.0 120.0 46.2 88.5 92.4 42" 44.6 77.7 116.6 28.a 41.1 57.1 49' 38-3/8' 1204 _120.0 120.0 78.2 112.6 120.0 48' 74-1/4' 83.0 109.9 120.0 40.4 58.2 80.8 45" 120" 39.0 69.0 102.0 25.0 36.0 50.0 �G g4• 108.4 120.0 120.0 695 100.1 120.0 54° 56.0 97.7 120.0 35.0 51.7 719 54" 34.7 60.4 90.7_ 22.2 32.0 44.4 t a g0• 97.6 120.0 120.0 62.5 90.1 120.0 �• 50.4 87.9 120.0 32.3 46.5 64.6 80° 31.2 54.4 61.6 204 28.8 40.0 aY, eaq 88• a8.7 120.0 120.0 8&9 81.9 113.7 68" 45.8 __78.9 1199 29.4 42.3 58.6 68' 28.4 49.5 74.2 - 26.2 36.4 72• 81.3 120.0 120.0 52.1 75.0 104.2 72' 42.0 73.3 109.9 26.9 38.8 53.9 7Y 26.0 45.3 66.0 - 244 33.3 O 6 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 0 26-1/2` 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2' 64.2_ 112.0 120.0 41.2 59.3 82.3 30" 120.0 120.0 120.0 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 IL 37" 120.0 120.0 120.0 92.7 120.0 120.0 37" 72.3 120.0_ 120.0 _46.3 66.7 92.7 37• 46.0 80.2 120.0 29.5 42.5 59.0 42" 120.0 120.0 120.0 81.6 117.6 120.0 42' 83.7 111.0 120.0 409 58.8 81.6 42" 409 70.6 106.0 26.0 37.4 51.9 W eeelll 48" 4Y 111.4 120.0 120.0 71.4 1029 120.0 48" Be 55.7 97.1 120.0 35.7 51.4 71.4 48" 132' 35S 619 92.7 22.7 32.7 54` 99.0 120.0 120.0 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 83.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 60` 89.1 120.0 120.0 57.1 82.3 114.3 80" 44.6 77.7 116.6 28.8 41.1 57.1 60' 26.4-- 493 74.2 - 28.2 36.4 J 66" 814 120.0 120.0 51.9 749 103.9 66" 40.5 70.6_ 106. _26.0_ 37.4 51.9 68° 25.8 45.0 67.4 - 23.8 33.1 Z J 72" 74.3 1204 120.0 47.8 88.8 85.2 72` 37.1 -849 97.1 239 34.3 47.6 72` 23.6 41.2 8t9 21.8 30.3 Ul 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8' 81.6 120.0 120.0 52.3 75.3 104.6 26-1/2` 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 _81.5 113.2 26-1/2" 58.9_ 102.6 120.0 37.7 54.3 75.5 30" 120.0 120.0 120.0 949 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.7 - W W 37' 119.9 120.0 120.0 769 110.7 120.0_ 37' $3.2 110.3 120.0 40.5 88.4 81.1 1. 42.2 73.5 110.3 27.0 38.9 54.1 0.y n 42" 105.7 120.0 --120.0 67.7 97.5 120.0 42' 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 649 97.1 _ 23.8 34.3 47.6 M m 48' 50-5/8' 924 120.0 120.0 59.3 85.3 118.5 48" 96" 4&8 85.0 120.0 31.3 45.0 62.5 48' 144• 32.5 56.7 85.0 20.8 30.0 41.7 0 C)M 54" 82.2 120.0 120.0 52.7 75.9 105.3 Be 43.3 75.6 113.3 27.8_ 40.0 65.8 54' 28.9 50.4 75.6 - 28.7 37.0 7 Z Be 74.0 120.0 120.0 47.4 88.3 94.6 60' 39.0 68.0 102.0 25.0 3&0 50.0 BO" 2&0 45.3 86.0 - 24.0 33.3 3 Z 88` 87ta .2_ 117.2 120.0 43.1 8_2.1 88.2 86" 353 Bt.B 92.7 22.7 32.7 45.5 88` 23.8 41.2 819 - 2/S 30.3 J Oµ�iJl 72" 81.8 1075 1204 393 58.9 -79.0 72' 32.5 50.7 85.0 209 30.0 41.7 72' 21.7 379 5&7 - 20.0 279 t v 19-1/8' 120.0 1204 120.0 1195 120.0 120.0 19-1/8" 100.8 120.0 120.0 69.7 100.4 120.0 Q W mm ARCHES TO BE INSCRIBED SHO 26-1/2" 120.0 120.0 tzo4 88a 120.0 120.0 26-1/2' 70.5 12G.o 12a.o _soa 729 too.s ,�1Gu, ���,w� c= 3 30' 718.9 120.0 1204 78.2 108.7 120.0 30` 89.3 120.0 1204 44.4 64.0 86.9 ANCH08s AtiCt{ORS 37' 9&4 120.0 120.0 619 89.0 120.0 37" 56.2 9&0 120.0 364 51.9 72.1 F ZONTAt.MULLION 42' 84.9 120.0 120.0 54.4 78.4 1089 42" 49.5 86.3 120.0 31.7 45.7 63.5 GLAZING 49' 63" 74.3 120.0 120.0 47.8 68.6 952 48" 106" 43.3 75.8 113.3 27.8 40.0 55.8 VERTICAL iPRODUCT b4" 6&0 115.1 120.0 42.3 61.0_ 84.7 54' _383 672 100.7 24.7 3&6 49.4 MULLION � o 60" 59.4 103.6 120.0 38.1 54.9 76.2 80' 34.7 60.4 90.7 222 32.0 44.4 66" 544 94.2 1204 34.6 49.9 69.3 88° 31.5 84.9 82.4 20.2 29.1 40.4 PRODUCT pODU GLAZING `OETM/i 72" 49.5 -----r12-. 31.7 45.7 83.5 72' 2&9 50.4 75.6 - 28.7 37.0 OWING OU7ZIN6 PROOUCI PROWCT TYPICAL ALL LOADS ARE EXT.(t f/1N . • • •• • • •• ANCHOR • • • • • • ANCHOI. • • •• • • • • • ANOHORS q a NOTE: • •• • • • • ••• • WI -11 W2 MUWON SPAN _I ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • • • • • • • • • LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. ��, 'A' ANNAD (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED ... WIDTH (W) = Wt +w2 ail • ••• • • 2 FLA PE/70$92 • • • • • • • • • • AppmvedalmalpIV1W11A4I4 CAN.3538 8 G. • • • • • • • • • 1.101ida&dhli}yt d NOW MAI:' 3 21114 ANCHORS 1ty__. __ , M14-01 sheat 4 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •• • • • o ••• • TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE Z O� o Lt OR r' I S i I ALS UC E + + u �_---_---_-I I 1 00 FLOATING CUP I I X2X 2 X 1/a• cy S I I 1 1 SNUG FR INSIDE MULL U L ALUM ANGLE --------�----� - 0140S 1 1 014 SMS 8 i I v 1-3/4O.C.MIN. I I 1-3/4"O.C.MIN. I 1 4 PER CUP 2 PER ANGLE s r � ci Ste' M N =1 Z O N ANCHORS TYPE `A2' TYPICAL ANCHORS: w ANCHOR TYPES SUBSTRATE MDI.EMaED.MM.EDGE DIST. In 1/4•DIA ULTRACONS BY'ELCO' CONCRETE 1-3/4" 2-1/2" tom- O pM (FU-177 KSI,FY-155 KSI) 1/4•DIA, DRILLING 5 CRS)NNG SCREWS METAL 1/8" 3/4• Z Z 3 _ TYPICAL ANCHORS TYPICAL.ANCHORS CONCRETE Yc=3000 PSI MIN, j 3 Z rU 4 PER CUP(2 ON EACH YANG) 2 PER ANGLE J Q J METAL- 1/8"MIN.THK.STEEL Fy-36 KSI MIN. Q U \\\ 1/8"MIN.1HK.ALUMINUM(8083-T5 MM.) W �{ R OR ANCHORS MAY BE HEX OR FIAT HEAD. O 1 I I I AL ST C E a a ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. T I \ I I \ I I CUPS OR ANGLES CONNECTED DIRECTLY TO►VSONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR I1 I I I I WATER-WHITE METHACRYLATE LACQUER. L_-__-_ 1 1 1 1 1 m _______J L I FLOATING CLIP I I 2 X 2 X 1/8' C FI I I I SNUG FIT INSIDE MULLfX.E m 1 I I I ALUM AN { 1 I I 014 SMS __ L I 014 SMS t I 1-3/4"O.C.ADN. 1-3/4"O.C.MIN. 4 PER CUP •• 000 • •2 Pot M40K • •• �m • •• • i • i ••• • - z H Engr.JAV�MINAD • ••• • ••• • • Appm%vd 0 au(plying nide Ilse FLA PE 2" • • • • • • • •• •••n ti [ - 2 Mrida BInd�CCAN • • O •r• • ate M,IM ANCHORS TYPE iA4 • 0• ••ii• i• • 3y MAY Ydi awnin g ngM14-0o1}�+. - sheet 5 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • as • • •• • •• •• •• i•� : �•: •• f " �4ftu z TYPICAL EACH V7) TYPICAL�ANCALE O 3 8 PER CLIP(3 ON EACH YANG) 1" Q g R M R Y� t 1 f S f 1 I E y lZ ,y LLR 8 L--------------------- I ,' ', FLOATING CUP 2 X 2 K , B' i I I I SNUG FR INSIDE MULL ALUM ANCL� t3 ---- #14 SMS 1 I $14 SMS I 1-3/4.O.C.MIN. I 1 1-3/4.O.C.MN. 1 1 I 8 PER CLIP 3 PER ANGLE Ill o ® JJ to J o � TYPICAL ANCHORS: X11 W ANCHOR TYPES ISUBSTRATE MIN.EMBED.MIN.EDGE DIST. m 1/4•DUI.ULTRACONS BY'ELCO' n m CONCRETE 1-3/4" 2-1/2' TYPICAL ANCHORS TYPE 'A6' (-DA KSI.DRILLING SCKSIC3 oM 1/a'oIA.(SELF MME06�;SCREWS METAL 1/b• 3/a• Z z^r1 I 3 CONCRETE n f e A 3000 PSI MIN. METAL= 1/8'MIN.THK.STEEL Fy-36 KSI MIN. ¢ U r w 1/8•MIN.THK.ALUMINUM(6063-TS MIN.) w ANCHORS MAY BE HEX OR FIAT HEAD. O ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MILLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE LACAUER. 0 0 •• w•• • • • • • •• C2 • • • • • • • • • 0 c s •• • • • • ••• • o •• ••• •• • • • •• Engr. %W AR Cift d ' P FLA.PE W2 i i i i i i i • i i �j11D�� ��0 B k • •• • • •• • • • NOAH _ �} `i O i• • • • ••• • �f, , ,• J' drawing no. MAY 2 X014 M14-01 sheat 6 of g • • • • • • • • • • TYPICAL ANCHORS TYPICAL ANCHORS 2 PER CLIP(1 ON EACH WING) 1 PER ANGLE 0 z OR O � I �ii i'' 71/8- � n \ I-^--------_i I 1 FLOATING CLIP (j L1 ALUM SN SNUG Fv¢6 I i I I R INSIDE MULL 1-3/4 PER CMIN.LIP I I 1-324"O ..MIIN. I I O p 06,10 i g U � h In Z o ANCHORS TYPE 'B2' TYPICAL ANCHORS: 0 53 ANCHOR TYPES sufm ATE MIN.EMBED.MIN.EDGE DIST. W 1/4•DIA,ULTRACDNS BY'ELCO'I MASONRY 1 1-3/4• 2-1/2' m N F5 GO (FU-177 KSI.Fy=153 KSI) WOOD 1-1/2' 1• Nn � O oM n WOOD ® 28Y WOOD BUCKS OR WOOD STRUCTURE S.G. =0.55 MIN. O U� MASONRY-C-90 HOLLOW/FILLED BLOCK Pm- 2000 PSI MIN. 2 Z 2i 3 _ TYPICAL ANCHORSTYPICAL ANCHORS $Z . 4 PER CUP(2 ON EACH WING)_ 2 PER ANGLE (BY OR 29Y WOOD BUCKS NOT BY ECO WINDOW \\\ \ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER -1 0 p \\\\\\\\I\\ FILLED BLQCK THEM TO BUILDING STRUCTURE. a W(mm OR ANCHORS MAY BE HEX OR FIAT HEAD. O I TU 1 D V 1 1 1 1 I L____________ \ ^J I1 1 1 FLOATING CLIP I I I 2 X 2% 1/6- I I I SNUG FR INSIDE MULL 1 1 ALUM ANGLE m 814 SMS I 1 814 SMS I I 1-3/4'O.C.LIN. 1-3 4.O.C.MIN. 4 PER CUP •• • ,pp:4pNGlE • • • •• "oi leo z 'n Engr: CmLAHLNO �, •1 Q • •.• • •.• • • FLA PE tt 70592 • • • • • • •nnBpp�4s°°O'plyt>glfid°t71° CAX X38 3/5"MIN_ 2 7/8' •.1 1 • •.• t • �4i1t ff, /TYP. TYPLCAI ANCHORS TYPE 'B4a' � :• • • �• '"� e r Ca+ � sAD np no.- �+AY 2-3 2p 4 droving no. -- _ M 14-01 sheet 7 of g • • • • • • • • • • • •• •• • • • •• •• Lm jj G TYPICAL ANCHORSTYPICAL z g 4 PER CLIP(2 ON EACH WAG) 2 ER ANGLE� F 0 \\ \\ OR I t D TUR i ^r 43 t I W 0 S LL L'ti lel 1 1 1 I FLOATING CUP 1 I 1 2 X 2 X 1 1 I SNUG FIT INSIDE MULL U AL( AU Ola SMs i i 91a sus i LL 1-3/8 O.C.MDP. I I 1-33 O.C.MIN. I I Q 8 PER CUP 3 PER ANGLE InZ Z a �L V1 TYPICAL ANCHORS: j ANCHOR TYPES I SUBSTRATE IMIN.EMBED.MIN.EDGE DIST. 1/4•DU.ULTRACONS BY'ELCO' MASONRY 1 !-3/4 1 2-1/2' m �� (Fw177 KSI.Fy=155 KSI) W000 1-1/2• 1• 7� t!1^ a 4• r m n TYPICAL ANCHORS TYPE `B4b' VWD,-29Y WOOD BUCKS OR WOOD STRUCTURE S.G. -0.55 MIN. j o MASONRY-C-90 HOLLOW/FILLED BLOCK Pm - 2000 PSI MIN. Z Z 8S 3$ 113Y OR 20Y WOOD BUCKS NOT BY ECO WINDOW 7 $ MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER -� O p" THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FIAT HEAD. O 0 u m 0 a _ Engn JAVAD AH • ••• • ••• '7q5 a • • • • • • • yMgad61014 `c.A .' 92 ^ ri�'Itd �D • • . . • • •D i �y i •• • • • • • NUAB L� D y 5 ••• i� �•• i• i�? * drawing no. - MAY, 2 3 20 4 M14-01 • • • • _ sheet $of 9 • • • • • • • • • • • •• •• • • • •• •• SEE CHART FOR Q id ES TUBE MULLION Z % Q O CHART SCRLVS 014 TYPE A4 3 81 �4'(((0;;; TYPE ftd V 1/8'THICK AWIA CHANNEL 1 1 VVVV LENGTH TO FD SNUG C� INTO MULLION j TUBE MULLION 0 q 1 I 0 TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION LL Z OF CUP ANGLE I JyeIR CAULK JOINT AFTER ASSEMBLY j I Q ills l 14 FH SMS i 1-12'O.C.MIN. I ACCESS HOLE SEE CHART FOR OU, NTITIES I -U•� o ----- ___ ------ _____ _______ ______ _ zo co ca 31OM-m INStALLED RI EDITH R I 014 FH SMS I i2 PER CUP 7 0 0�1 gyl� DIRECTION y� ; I 1'O.C. N. I I 1 I Z Z�>"- "' IJ I i i 3z J Q Wrn� 1-3/4'X Y X 1/8'(FOR 2BY TUBE) -0 3/4'X 2'X 1/8'FOR(1 BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TU8E ANCHORS DETAIL #1 C-Ij METAL TO METAL CONNECTION O 014 SMS MIlt DISI• CL TE'tL SPACING U •AWMINUM • /B. • •1/2" .o•oI •s •.• of • • • •• a_ E14,JAYAD AK d 1 • ••• • •.• . • FIA.PEAL 70 A2 n .0. ` i COW"lj"PIyAgjVhh the CAN.�s3e .. . . . . . � drowirlg no. \� MAY ��3 �OiG M14-01 •.• . . a • ..• • • sheet 9 of 9 • • • • • • • • • •