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WS-17-2412 .. 1 1}, Permit NO. WS-10- 7-241 ". sHO1 s o,� Miami Shores VillagePenn t Type:Windows/Sh ttem �� 10050 N.E.2nd Avenue NE Per, I o'.Oj'eg,6jfication.,Window/Door Replacern Miami Shores,FL 33138-0000 Petmjt StstuS:APPROVED Phone: (305)795-2204 A�RLDp' Issue Date 1116/2017 Expiration: 05/05/2018 Project Address Parcel Number Applicant 186 NE 107 Street 1121360070170 Miami Shores, FL 33161- Block: Lot: 186 NE 107 ST. LLC Owner Information Address Phone Cell 186 NE 107 ST. LLC 501 GRAND Concourse MIAMI SHORES FL 33138- 501 GRAND Concourse MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 11,500.00 DILBERT ENTERPRISES, INC 786/256-6434 (305)945-0727 Total Sq Feet: 150 Type of Work:ONE BATHROOM ONE KITCHEN INSTALL IM Available Inspections: No of Openings:8 Inspection Type: Additional Info: • Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $7.20 Invoice# WS-10-17-65299 DBPR Fee $2.70 11/06/2017 Credit Card $ 165.90 $50.00 DCA Fee $2.00 Education Surcharge $2.40 10/10/2017 Credit Card $50.00 $0.00 + Permit Fee $180.00 Scanning Fee $12.00 Technology Fee $9.60 Total: $215.90 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and g. Futhermore,I authori a he above-named contractor to do the work stated. p November 06, 2017 A thorized Signa u .'Owner / Applicant / Contractor / Agent Date Building Department Copy November 06,2017 1 Miami Shores Village %BY: ��vg 1'0 017 Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 - `� 1 J Tel:(305)795-2204 Fax:(305)756-8972 j1 INSPECTION LINE PHONE NUMBER:(305)762-4949 F L ' FBC 201, BUILDING Master Permit No. �A PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION F-1-SHOP CONTRACTOR DRAWINGS, JOB ADDRESS: / e6 NF City: Miami Shores County Miami Dade Zip 3139' I Folio/Parcel#: I 1 rat 3 g -4207 -- 0 1-70 Is the Building Historically Designated:Yes No Occupancy Type: ,Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Pia'1/-�Gi[' Phone#: -3u5,—go-i-f-'q-803 Address: S-o/ City: State: Zip: F Tenant/Lessee Name:_ Elk Phone#: Email: �b , CONTRACTOR:Company Name: �/ ,P� ��/7 ,t�,r/�� 1/76Phone#: �6•o�-lj--lj 4/3y 'Address: ' i City:U / State: Zip: FM9a 3 Qualifier Name:�i'I!% �1� ��T Phone#: 65'bl�a�/3�1� State Certification or Registration#: Certificate•of-Competency#: " DESIGNER:Architect/Engineer: Phone#: j Address: F� (�� City: State: Zip: {Value of Work for this Permit:$.. 6 Q �.✓ `i Square/Linear Footage of Work: 15-7-> +Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 1 ze/� z T ` xa1 i� �.dRn,e4:ckrdllwurA+r�;l.r'' �:� ,,Specify color, co OF"hr A U.1121704"A IJ �.h'i4l, fiv gild;,i V;061 :��ice. 9 Bi lS i 3f.9tS1+�.a7�� 5 Y?67 H fn i•iy': Submittal Fee$ f Per it Fee$'( 1 CCF$ �t!fl?f i�+ CO/CC'$' P E't. Scanning Fee$ ,, a 1 ._Radon Fee$ , DBPR$ .....,1 �- l w. MjNotary,$Iry . .,R"*Te"u?rxyYrf„"+�'x:r.a..fi,�r 46nf.. Technology Fee$ Training/Education Fee$ #,t►. 'Double Fee$ Structural Reviews$ 1 Bond$ j TOTAL FEE NOW DUE$ (Revised02/24/2014) _ 1 � Bonding Company's Name(if applicable) Bonding Company's Addresd0l, City State Zip Mortgage Lender's Name(if applicable) 1 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..... r - 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' A6 Signatur -- OWNE or AGEN CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this A 0-4- 'I—day of d fftc •✓ 20 / l by 1 bday of. 6 c--Fs 'tiL 20 1 by A4 who is personally known to Ie-K blLA-G127,who is personally known to me or who has produced — as me or who has produced `P1 a.-;,f as identification an who did take an oath. identification an who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ''" Sign:, _4 �,�o f� •�� Print: L;s' c�,�,rt,h� E_�� Ste- Print: s: Seal: - Seal: i Some LISA CHRISTINA FLORES •�`ur�� LISA CHRISTINA FLORES �Nit�y PublIC'-State of Florida R `ter ��t+ Notary Public-State of Florida *;X1111141111wR-44%E6.,1%W*: My Conan.Expires Jan 28,2019 ;?, My Comm.Expires Jan 28,1 rqBMW throuphNOW4 Notary Assn. .��' rp; ,,� BOrldedtllf0UQI1N�I0n81N0tafyASSII. A A _ Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 2017 FLORIDA LIMITED LIABILITY COMPANY ANNUAL REPORT FILED , DOCUMENT#L07000127585 Jan 29, 2017 'Entity Name: 186 NE 107 STREET, LLC Secretary of State CC6667815702 Current Principal Place of Business: ,. r 501 GRAND CONCOURSE MIAMI SHORES, FL 33138 CurrentMailing Address: 501 GRAND CONCOURSE MIAMI SHORES, FL 33138 FEI Number: NOT APPLICABLE Certificate of Status Desired: Nd Name acrid Address of Current Registered Agent: DUFFY,PATRICK L 501 GRAND CONCOURSE MIAMI SHORES,FL 33138 US The above named entity submits this statement for the purpose of changing its registered office or registered agent,or both,in the State of Florida.". SIGNATURE: Electronic Signature of Registered Agent Date Authorized Persons) Detail Title MGRM, 1• Name THE DUFFY FAMILY LIMITED PARTNERSHIP € r Address 1521 CONCORD PIKE,#303 City-State-Zip:. WILMINGTON DE 19803 , )' t e. r r I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as ifmade under oath;that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605,Florida statutes;and that my name appears above,or on an attachment with all other like empowered. ' 1 SIGNATURE:PATRICK L. DUFFY MANAGER 01129/2017 Electronic Signature of Signing Authorized Person(s)Detail Date a f I f i f i S w 1 Property Search Application - Miami-Dade County Page 1 of 1 ` OFFICE OF THE PROPERTY APPRAISER Summary Report I Generated On: 10/10/2017' 1 Property Information .- Folio: , .11--21..36-007-0170 186 NE 107 ST Property Address: Miami Shores,Fl_ 33161-7032' h r''- ► ` ' Owner 186'NE'107-ST'L'CC� Mailing Address I 501 GRAND CONCOURSE f MIAMI SHORES,FL 33161-7032 PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use v FAMILY: 1 UNIT Beds/Baths I Half 2/1'/0 Floors 1 Living Units 1 r i ,ter r Actual Area ; ,0 1,722 Sq.Ft �- Living Area 1,152 Sq.Ft j `0- Adjusted Area 1,381 Sq.Ft Taxable Value Information r Lot Size ,9,300 Sq.Ft 2017 2016 2015 Year Built' 1942 County Assessment Information 7 Exemption Value $0 $0 $0 Year `2017 2016 2015 Taxable Value 1 $233,8451 $212,5871 $193,261 Land Value $232,690 $199,874 $164,822 School Board Building Value $96,118 $96,118 $96,118 Exemption Value $0 1$0 $0 XF Value $1,784 $1,808 $1,415 Taxable Value $330,592 $2978001 $262,355 Market Value $330,592 $297,800 $262,355 city s Assessed Value $233,845 $212,587 $193,261 Exemption Value $0 $0 $0 Taxable Value $233,845 $212,587 $193,261 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $0 $0 $0 Non-Homestead Assessment Taxable Value $233,845 $212,587 $193,261 Cap Reduction $96,747 $85,213 $69,094 Note:Not all benefits are applicable to all Taxable Values(i.e.County, Sales Information School Board,City, Regional). Previous OR Book- ' Sale Price PageQualification Description Short Legal Description 26256- Sales which are disqualified as a result of 03/01!2008 $0 36 52 41 PB 42-33 1019 examination of the deed DUNNINGS MIAMI SHORES EXT NO 3 17535- 02/01/1997 $67,500 Other disqualified 3012 LOT 1 BLK 208 LOT SIZE 75.000 X 124 OR 17535-3012 0297 6 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the rnost current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.ggv/info/disclaimer.asp Version: E http://www.miamidade.gov/propertysearch/ 10/10/2017 Detail by Entity Name Page 1 of 2 F'Wide Depaitment of State D Saou or.r:,'oRvoRATI:WS i �"; til Yty.fi JY rf 4.org A Department of State / Division of Corporations I Search Records / Detail By DGCUment Number/ Detail by Entity Name Florida Limited Liability Company X186 NE 1,07 STREET,_LLC Filing Information Document Number L07000127585 I FEI/EIN Number NONE ' Date Filed 12/27/2007 Effective Date 01/01/2008 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 05/19/2017 i Event Effective Date NONE Principal Address 501 GRAND CONCOURSE MIAMI SHORES, FL 33138 Mailing Address 501 GRAND CONCOURSE i MIAMI SHORES, FL 33138 Registered Agent Name&Address _DUFFY7-PATRIC_•<T LJ 501 GRAND CONCOURSE MIAMI SHORES, FL 33138 Authorized Person(s)Detail Name&Address Title MGRM i i THE DUFFY FAMILY LIMITED PARTNERSHIP 8 THE GREEN SUITE A F WILMINGTON, DE 19901 Annual Reports ReportYear Filed Date 2015 01/21/2015 2016 02/14/2016 2017 01129/2017 i . r http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entit... 10/10/2017 Local Business Tax Fbcei pt Miami-Dade County, Stateof Florida -THIS IS NOT A BILL-DO NOT PAY 7221927 B '` BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES DILBERT ENTERPRISES INC RENEWAL SEPTEMBER 30, 2018 DOING BUSINESS IN DADE 7506350 COUNTY Must be displayed at place of business Pursuant to County Code Chapter 8A-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED DILBERT ENTERPRISES INC 196 SPECIALTY BUILDING BY TAX COLLECTOR CONTRACTOR 62.50 10/06/2017 Worker(s) 1 05BS00635 0230-18-000032 This Local Business Tax Receipt only con"mis payment of the Local Business Tax.The Receipt is not a license, permit,or a certi"cation of the holders qua]i"cations,to do business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements w tach apply to the business. The REM PT NQ above must be displayed on al I commercial vehides-Miami-Dade Code Sec 8a-276. M�IAMF FOf fnfJfe lnfoflTlatlOfl,visit WWWfly8mif18de.g / 0IECtOf U]Yil1 e a' 1. I 1 1 k k Muni ci pal Contractor's Tax Receipt Miami-Dade County, State of Florida THIS IS NOT A BILL-DO NOT PAY r CC NO: 05BSD0635 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES DILBERT ENI SES INC SEPTEMBER 30, 2 018 DOING BUSINESS INDADEODUNTf 7518498 Pursuant to County Code Sec 10-24 TYPE OF BUSINESS PAYM ENT RECEIVED OWNER S13MA-TY BUILDING CONTPNMR BY TAX COLLECTOR DILBERT ENTEFFRISES INC 37.50 10/06/2017 0230-18-000032 Restricted to City of Miami Shores i MI A M HDAPOME Fo(monsinfornatlon,Hsit www nJ1rrIidade,90ftMCdIector 3 j 1 ' d T I 1 Y P e �p • I I \ } 5H� ES Miami shores Village .i Building Department �"�+, III 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 OR,uA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name { 4 d r4 qwZk4 Mecaind Std v2 . 2 . 7 . 0 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 11/1/2017 Project No. 2012-01 Company Name Arcon Engineering Group, Inc. Designed By Arshad Viqar Address 1175 N.E. 125th Street Suite 2 Description Windows & Door Replacement City Miami Customer Name Duning Properties, Inc State Fl Proj Location 186 N.E. 107th Street Miami S File Location: C:\Dilbert-186-NE-107-Street.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 4 : 12 Slope of Roof(Theta) = 18.43 Deg h: Mean Roof Ht = 11.90 ft Type of Roof = GABLED { RHt: Ridge Ht = 14.80 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 1.40 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 53.00 ft Bldg Width Across Ridge= 32.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 t Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.93 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.89 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 C- M. Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 a Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 t Kht: Topographic Factor (Figure 6-4) a. = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 1944.17 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 53 ft Wall (Normal to Ridge) All pressures shown are based upon LSD Design, with a woad :.._tor of 6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kg♦ FaVe •CA %z ♦ grey, Press Total ft •♦ :p:f : :GOpi -GCpi +/-GCpi - ------------------------- ----------------- r---7v'-1-Y-i-i-iii--i Windward 9.00 0♦.�-, ] .♦0$ %m •3J.91 -16.90 29.19 37.51 Windward 4.00 0.85 1.00 0.80 13.94 16♦.*97 29.19 37.51 Roof Location Cp Pressure Pressure • • • • ••• • • • • ••• +GC i sf • • • • • • • P (P )-GCpi(psf) -----------------------F--1------•--- - -----♦----•----------------------- Windward - Min Cp • •• •• • • •• -:•43 -18.52 -6.30 Windward - Max Cp •♦• ♦ • • • 40.04 -4.96 7.26 Leeward Norm to Ridge -0.57 -22.55 -10.34 • r' 4r ••• • • • • ••• • • • • • • • • • • • • t r 1 Overhang Bot (Windward only) 0.80 23.08 23.08 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta > 10 Deg base calcs on Mean Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta>=10), Theta= 18.4 Deg, h/1= 0.22 Note (6) Overhang bottom based upon windward wall Cp and GCpi = 0. MWFRS-Wall Pressures for Wind Normal to 32 ft wall (Along Ridge) A.l.l pressures shown are based upon ASD Design., with a I.,oad Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.37 -16.75 -4.53 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 14.80 0.85 1.00 0.80 33.94 16.97 29.19 33.72 4 Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 33.72 Windward 4.00 0.85 1.00 0.80 33.94 16.97 29.19 33.72 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 6.0 ft -0.90 -32.07 -19.86 'Roof: 6.0 ft to 11.9 ft -0.90 -32.07 -19.86 Roof: 11.9 ft to 23.8 ft -0.50 -20.53 -8.32 Roof: 23.8 ft to 53.0 ft -0.30 -14.76 -2.55 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.22 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor. of .6 3 Width of Pressure Coefficient Zone "a" _ = 3.20 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- WINDOW HR 23 3.10 3.30 10.2 4 1.00 -1.10 39.99 -43.39 WINDOW HR 23 3.10 3.30 10.2 5 1.00 -1.40 39.99 -53.51 WINDOW HR 25 6.10 6.20 37.8 4 0.90 -1.00 36.59 -39.98 WINDOW HR 25 6.10 6.20 37.8 5 0.90 -1.20 36.59 -46.70 FRONT DOOR 3.10 6.80 21.1 4 0.94 -1.04 38.11 -41.50 FRONT DOOR 3.10 6.80 21.1 5 0.94 -1.29 38.11 -49.75 FRONT LEFT WINDOW 8.80 3.10 27.3 4 0.92 -1.02 37.44 -40.83 FRONT LEFT WINDOW 8.80 3.10 27.3 5 0.92 -1.25 37.44 -48.90 WINDOE HR 24 3.10 4.30 13.3 4 0.98 -1.08 39.30 -42.70 WINDOW HR 24 3.10 4.30 13.3 5 0.98 -1.36 39.30 -52.13 WINDOW HR 22 2.20 2.10 4.6 4 1.00 -1.10 40.05 -43.45 WINDOW HR 22 2.20 2.10 4.6 5 1.00 -1.40 40.05 -53.63 SLIDING GLASS DOO 11.80 6.80 80.2 4 0.84 -0.94 34.63 -38.02 SLIDING GLASS DO 11.80 6.80 80.2 5 0.84 -1.08 34.63 -42.79 i Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc: .00256*V^2*Khcc*Kht*Kd = 33.94 psf •• ••• • • • • • •• • •• • • • • ••• • • ••• ••• • ••Y ••• • •• •• • • •• •• to ••• V • • ••• • • h t 1 6666•• • 0000 6 600••0 •• . 0000 0 •0000. '.000 660•.6 M IAM I-DADE 6 6 O'11•IlAN-11-IiADt COUNA.6..: PRCl1S11IMCONTSt4 SECTION 0 DEPARTMENT OF REGULATORY AND ECONO-MIC RESOURCES(RER) IIAMSW 26 Street,Room 209 0:0 0. BOARD AND CODE ADMINISTRATION DIVISION T(7891=1590 V(MJ 3 1 5-2 5 990'0 0 660 6.0• 66.0•. NOTICE OF ACCEPTANCE.(NOA) 6roinmidnde0 0/econarnt 6• Eco Window Systems,LLC 0000.. 0.0.0. .9114 NW 106 Sheet • 0000.. Medley,FL 33178 •• •6• 0 • SCOPE: 00 This NOA is being issued under the applicable.rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by 'the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section'(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTIO_ N: Series"Eco-Guard 60"Aluminum Horizontallolling Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W14-11,titled"Eco-Guard Series-60 Alum Horiz.Rolling Wdw.(L.M.I.) sheets 1 through 5 of 5,dated 03/28/14,with revision a dated 05/23/14,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade 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 tliere 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 Iiteratuue. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire.NOA shall, bee prov*d to the user by the manufacturer or its distributors and shall be available for inspeclAn•at the;o6 she:at the request of the Building Official. This NOA consists of this page 1 anij,rviMchiga 1;1:0 ��e11•as approval document rnentionetl above. The submitted documentation was reviewed by Manuel Perez,P.E. •• •• 6 •• 6•• NOA No. 14-0403.09 MIAM4DADE :OUNTY tx 6 Expiration Date: June 19,2619 ENOMW y Approval Date: June 19,201.4 6W `� �l�:"• . ... . .. Page 1 6 • :0: . . . . •. .0.• . . . . . 60 00 0 0 0 0 0 a . 0• i Eco Window Systems,LLC. •• •••• • .9.600 •••• 06909• NOTICE OF ACCEPTANCE: EVIDENCE SUBMifib •• ;••••; • . •996•• 6.90 6 00000 • 0090.0 •690 69w60 A. DRAWINGS •• •• 0 6'0 0.00•• 1. Manufacturer's die drawings and sections. • . . . . ...... 2. Drawing No W14-11,titled"Eco-Guard Series-60 Alum. Horiz. Falling NI[W.6 • (L.M.I.)", sheets 1 through 5 of 5,dated 03/28/14,with revision•A dated 05AZ3/$4, ••6 6 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. " B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an Eco-Guard series 60 aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-7634,dated 12/09/14,signed and sealed by.Marlin Brinson,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,,complying with FBC 5`h Edition(2014), dated 03/19/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.09 issued to Eastman Chemical Company (MA) for their"Satlex HP Clear or Color Glass Interlayers"dated 03/28/13,expiring on 04/14/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"'Edition(2014),and of no financial interest, dated March 31,2014, issued by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. .. . . . . . � G. OTHER •• ••• • + 1. None. .. ... .. . . .. Mai ue�Temwz, .E. • ••• ••• ••• ••• Product Control Exa finer • NOA No. 403.09 . .. .. . . .. .. ••• Expiration Date: June 19,2019 Approval Date: June 19,2014 + . . . . . . . . . . ... . . . ... . . i 74 1/8- u p WINDOW WIDTH �" 10 1/4- d 4 1/4-MAX. MAX. Z 3 HEAD/SILL A 14•r HEAD CORNERS SILL 02 1 io a 12 r =� J B 12 O •• � U o • • J n • • - • • • FALSE MUNTINS 33 tf 16- m� N •••• 33 11/16- •• (SURFACE APPLIED) / n B n • 0000 • • : • : MAY BE USED D.L.O. (VENT) D.L.O.(FlX. LITE) v & H R • • •••••• 371/4" « � • •••• • VENT WIDTH oo •••• • • •••••• n <ON • 0• TYPICAL ELEVATION � O(5 M1 0000 0000 0000 0^_j • • • • _ • • *000 •••• MAXIMUM DESIGN LOAD RATING =+ 55.0 PSF 3 z • • • •••• (FOR SIZES SHOWN ABOVE OR SMALLER) - 60.0 PSF 0 a' • • aE•SE WINDOWS ARE TED FOR VISGJ•%SMALL MISSILE IMPACT. w SHUTTERS A%,VTe 8 1RED. O • • • 1/8-HEAT STRFA'D GLASS 1/8-HEAT STREN'D GLASS • ••ECO-GUMMA)•619RIES-60• • • A90"Intedger 090-Interlayer ALUMINUM HOR�/ONTAL ROLLING WINDOW Sotlex Clear And Color Gloss DuPont Butocite Pve APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE By'Eastman Chemical Co.' By'E.I. DuPont De Nemours k Co.,Inc. $ COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 1/8-HEAT STREWD GLASS 1/8-HEAT STREN'D CLASS MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. cn LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL • WILL APPLY TO ENTIRE SYSTEM. SILICONE SILICONE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE z m DOW 899 Z m DOW 899 NOTE: c• REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY s y GLASS CAPACITIES ON ill?S9M AIJE � • a ° •• HURRICANE ZONE (HVHZ). \ 22 \�] 22 BASED ON ASTM E130O-09 (3 S[C. OUQTS3 o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER AND FLORIDA BUILDING MIS& N• •9• LOADS TO THE STRUCTURE. DECPA(VLTORY STATEMEtiT•DCAOy-�E�-•23 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS Nit H Y EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ¢ tr fir`MVAD _o o CML Appoaredasaolophia with1w ANCHORING OR LOADING CONDITIONS NOT.SHOWN IN THESE DETAILS ARE 10 10 FLA PE./70592 Fbrlda Bald1njC NOT PART OF THIS APPROVAL. \ \. _ CAN. I'DIOAY / -• s L, :• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Miawl DadlProdret ro• • ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ��, • • • GLASS TYPE 'A' GLASS TYPE 'B' •�y � drowin • u �• MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 5/16.OVERALL LAM.GLASS 5/16.OVERALL LAM.GLASS `f COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE fA 2014 W14-1 1 REQUIREMENTS OF THE FLORIDA BLDG. CODE. GLAZING OPTIONS sheet 1 of 5 • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS 18Y SEE ELEV. �� w WOOD BUCK I FOR SPAGNG METAL /1� _ a STRUCTURE �Y e - 'n ? : MIAMI-DARE COUNTY APPROVED m a A E06E 01ST. •�U 4+ MULLION&MULLION ANCHORS EDGE p Z j e EOCE SEE SEPARATE NOA S k p 061 � DIST. EDGE i _ 01ST. d c v A 19 O 19 g a ,7 � n 9 80 a)n- TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELM SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING LL 10 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. o MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • AND TRANSFER THEM TO THE BUILDING STRUCTURE. �j o • • .JJ n • •w • IYEEPHOLES: TYPICAL ANCHORS: SEE ELEV.FOR SPACING •••••• • •••: W7 = 1/4" X 1-5/8" WEEPHOLES WITH BAFFLE AT 4" 1/4" DIA, TAPCON BY 'ITW' (Fu-120 KSI,FY-92 KSI) n • • FROM EACH END AND AT MIDSPAN 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI,FY-155 KSI) cn W •• F • a0 •• ti W2 = 1/4" X 1" WEEPHOLES AT 2-1/4" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES •••••• w • '•• � • a ENO AND AT MIDSPAN 1-1/2" MIN. PENETRATION INTO WOOD u~i • ••• ? • x THRU 1 BY BUCKS INTO CONC. OR MASONRY O o M n •• •• Z •• •• SEALANT: 1-1/4' MIN. EMBED INTO CONC. OR MASONRY Z • • •••••• • ALL JOINTS AND FRAME CONNECTIONS SEALED WITH DIRECTLY INTO CONC. OR MASONRY 3 Z :0900: • • JOINT SEALER. 1-1/4" MIN. EMBED INTO CONC. OR MASONRY O" n • ,#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) LU g •• ••• • • INTO METAL STRUCTURES O • • • • STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) •• ••• • ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) •••••• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") `g 9 (NO SHIM SPACE) wli u 15 tB DISTANCF TVPI A DGE • 2 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. • O INTO METAL STRUCTURE e-0/4"o WIN, • • • • °N o 19 _ a 00 CONCRETE AT HEAD, SILL:QR JAMBS4'c •3900•PSI& 0 0 `<< 21 C -90 HOLLOW/FILLED 81.0%AT.Afisrm 2300sPSOMIM 4�• • • • ••• • • • • v b I I Eng,..JAWp AHNAO • • •• m •I e - I FIA.PE U70-592 FToPiJned•Wlnpuplatgxith k7 ,al • :-. '.l _ CAN.35' Date ^ �. • ••• • NpA9_ s s I4 • • n\s • 1 " , EWE D19Tt • '. _ _ • • • P1 .1 Dade PpduM J S K e !s TYPICAL ANCHORS j "TYPICAL^ANCHORS • �'• • • • O A SEE ELEV. SEE ELEV. Y "O�/ • [7) .� drawing no. ^ W2 FOR SPACING 16f FOR SPACING • OMA •• :• • • • •WOOD BUCK . W1 4-11 sheet 2 of 5 • 000 • • • •• •• • • • •••00 U 2 JJ N 0_ 2 O � U 1/4'MAX. © O O ,ey ,/,'MAX. SHIM VENT HEIGHT WOOD BUCKS SHIM 1/4-MAX. MM 7 SHIMS TYPICAL ANCHORS 8Y WOOD BUCK C Q 19 SEE ELEV. &S.TRUCTU TYPICALSANCHOOEE ERVS �- FOR SPACING FOR SPACING13METALSTRUCTUREj • _ ____________ _________ _ • _._-_ _ _ _ _ _ _ _ _ - � U o �t m v J � • 0000 21 j • 26 • • • • D.L.OPG. D.L.OPG. N •• • • 6 3 TWICAI.ANCHORS n • •••• • •, • SEE ELEV. W n EXTERIOR FOR SPACING :00 • •••••• WINDOW WIDTH g O • •••• • •• •• XO LAYOUT � �n O 0000 0000 • • $ Q UM N 0000 00000000 g Z3w � • • • • 3 Z Q • • 0000 0000 r • 0000 • • • 0000•• Y 0 U�w • • 0000 W rn� • 0000•• •••••• MMI-DARE COUNTY O • • • • •• APPROVE:T"E MLLION- TYPICAL ANCHORS • • • SEE SEPNOA SEE ELEV.FOR SPACING • 0000 • • • 0000•• p3 U C 00 d z _ ___ _.--_-- - - - -- WINDOW WIDTH WINDOW WIDTH • • • • • • ••• • • • • • Ln ' JAv�AHMAD •• • • • •• o Approved id eoropl)10jx116Ib� CML TYorMO Buldl t 1 FLA.PE-/70591 11a1e \ CAN.3538 • • • 1 O �'/ ��• drowing no. • •' W14-11 sheet 3 of$ 0% • •• • • •• .050 TYP. -.1f r IT PART/ MATERIAL. MANF./SUPPLER/REMARKS 324 QBANTTTY DE3CR1PT10N v w .875 I I t E53 1 FRAME HEAD 6063-T6 - �� 1 .384 1.203 _1 2 E61 1 FRAME SILL 6063-T6 - + .625 .062 ppp000 .625 '625 050 T'P. 3 E62 1 SILL TRACK INSERT 6063-T6 - g J .056 4 E52 AS REQO. MOV. FRAME JAMB 6063-T6 - 2.687 TT'P• 062 •769 5 E51 AS REDD. FIXED FRAME JAMB 6063-T6 - g 1.239 ,875L 6 E54 1/VENT FIXED MIG.RAI. 6063-T6 - 8 10 GLAZING BEAD 7 E66 1/VENT VENT MEETING STILE 6063-T6 - �( 8 E56 1/VENT VENT JAMB STILE 6063-T6 O VENT TOP/BOTTOM RAIL 9 E57 2/VENT TOP AND BOTTOM RAIL 6063-T6 06 n 2.131 10 E58 AS REDD. GLAZING BEAD 6063-T6 - v O Iy 1.869 12 SL203P 2/VENT SWEEP LATCH,AT 9-1/2'FROM TOP&BOTTOM - SULUVAN&ASSOC. a >Pl 13 /8 X 5/8' 2/LATCH LATCH INST.SCREW ST.STEEL FH SMS O14 E63 2/VENT ROLLER HOUSING&GUIDE CELCON - 3 1 FRAME HEAD •� •962 15 E64 2/VENT ROLLER BRASS - Q W Vj: 1.895 16 E65 2/VENT ROLLER PIN ST.STEEL - Q? m_ .875 1.258 17 08 X 1- AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SNS 18 A8 X 3" 2/VENT FIX.RAIL SILL SCREWS(SILL ENO) CRS P.H. SMS 0 .6T25 . 19 W23181 AS REDD. PILE WITH INTEGRAL FIN WSTRIPPING ULTRAFAB 1.125 .625 21 E207 AS REDD. BULB SEAL SANTOPRENE ULTRAFAB,WRONETER 6515 v • 22 E203 AS REQO. GLAZING BEAD BULB SANTOPRENE ULTRAFAB,DUROMETER 6515• p7 • •JAMB STILE 23 WA2L 2/WOW. WEEP VALVE3.188 ••••• 2.017 .750 24 - 1/VENT 5/16'BOX SCREENW• • f621• •• 056 g W TYP. VVVIII m • • •• • .500• • 1.SW �r w •••• I • • ••i �• pon • • Fes-2.133- J „ • �•• FRAM?9116 •••• 1.125 3Z�o ao • • MEETING RAIL y LL, F •••••• 1.719 0 • •.062 • • •• • ••• 41219 •• • •625 .340 • 62 • G 1.061 .875 .996 1 0 .062050 -1 O SILL TRACK TYP. B 11-.094 m i © FIXED MTG. RAIL cm+ •• ••• • H° 1.786 • • R • • • • • • • • o Im 2 • •• • • • • ••• • •• •�• • • ••• ; • • + o 2. 2.259 2.183 En%r.JAVAO CMLAHMAD •• APPrinv4 as agm II wkb Ake ! IIA.PE 1 70 2rC^Wj�(ar BakHpRspde�'4 p • C.N., _,•••e Dal xPL4r C. • v G Q• o` .E F---2.448 16251 • • • • �. - • • drawl 1.344 •• Aj• •• W14-11 . • O MDV. FRAME JAMB O5 FIXED FRAME JAMB sheet 4 of 5 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 17 L(M 4U U I o I /� U We (3•• 'o s • • • ••• • •• FRAME TOP CORNER • •••• • • • • • ••OANT•TOP/BOTTOM CORNERS = w • •••• • •• •• ti �dao is • • • • • USW • • r c� b -111 LLI 1 ' `0 Engr:JAVAD AHMAD m CML m4h ohr M PE/70592 F9nrW Iiuldl c _ _ _ _ _ .. • ., 539 Dk to FRAME BOTTOM CORNER • •M T 1� -� • •.• W14-11 FIXED MTG. RAIL CORNER sheet S of$ ••• • • • ••• • ' T MIAMMADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economv ECO Windows Systems,LLC 9114 N.W. 106th Street, Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County REI,-Product Control Section te•;' be used in Miami Dade County and other areas where allowed by the Authority Having ImAdretion(A"J). '. This NOA shall not be valid after the expiration date stated below.The Miami-Dade Cou$!+product M*trol Section• (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) re* *v'the right tp have VIA' product or material tested for quality assurance purposes. If this product or material fail%tq ytrforu�iii tlie�accepted..• manner, the manufacturer will incur the expense of such testing and the AHJ may imnagdWoly revokes modify;or•• suspend the use of such product or material within their jurisdiction. RER reserveis the right Eenevoke this•;• acceptance, if it is determined by Miami-Dade County Product Control Section that this7rdnct 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 Flq Q Buildiwg Code, :000• 4 including the High Velocity Hurricane Zone. • DESCRIPTION: Series"600"Aluminum Single Outswing doors w/wo Sidelite-S.M.I. APPROVAL DOCUMENT: Drawing No:W15-68 REV A,titled"Series 600 Alum Outswing Entrance Door (S.M.I.)",sheets 1 through 9 of 9,prepared by Al-Farooq Corporation,dated MAY 10,2016, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Small Missile Impact Resistant Limitations: 1. See Design Pressures for Single door or Single sidelite in sheet 2 and single door w/Sidelite in sheet 3.Max. Single door frame width=37-7/8". LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed 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. 000 0 ••• • • • • 000 0 i INSPECTION:A copy of this entire NOAsshall Ce erovillcd tLedie%ser by the manufacturer or its distributors and shall be available for inspection at the job site at the request ofth;&riding Official. This NOA consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewdd bP![shag7. (;Avnda,•r"E';• • •• •• •• •• NOA No. 15-0914.11 MIAMF MI)E COUNTY ••• • • • • Expiration:Date:' June 02,2021 Approval Date: June 02,2016 ... ... Page 1 . .. .. . . . .. .. ... . . . ... . . ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W15-68 REV A,titled"Series 600 Alum Outswing Entrance Door(S.M.I.)",sheets 1 i through 9 of 9,prepared by Al-Farooq Corporation,dated MAY 10,2016, 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'TNS 20244 •••••• 3)Water Resistance Test,per FBC,TAS 202-94 ••:•:• :•'•'• ..... 4) Small Missile Impact Test per FBC,TAS 201-94.0 0 0 0 .... •• ••• 5) Cyclic Wind Pressure Loading per FBC, TAS 203.94 •••••• 0.06:' 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 201'94': • along with marked-up drawings and installation diagrams of Alum Single Glass door FA*80 o • sidelite,prepared by Fenestration Testing Lab, Inc.,Test Report No.FTL;Ufli:Jated... :• • 06/26/2015, signed and sealed by Idalmis Ortega, P.E. • C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014 (5th Edition),prepared by Al Farooq Corporation, dated 09/28/15 and last revised on 04/21/16, signed and sealed by Javad Ahmad,P.E. i 2. Glazing complies w/ASTME-1300-02, -04&-09. D. QUALITY ASSURANCE I. 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. (Former E.I. DuPont DeNemours &Co.,Inc.) for the "Kurray Butacite PVB Interlayers", expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 08/24/15, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER •• ••• .. 1. Test proposal, dated 10/1000 11 agpWVopj by 14inc p. Gascon,P.E. •• ••• •• • • • .. ... .. ••• Ishaq I.Chanda,P.E. ' Product Control Examiner • .. NOA No.15-091.4.11 . .. . . .. .. Expiration Date: June 02,2021 Approval Date: June 02,2016 . . . . . . . . . . u � 3/16'NEAT STREN'D. GLASS {� w m e .090'Interlayer Butacite PVB By'Kuraray America, Inc.' Z a ng 3 3/16"HEAT STREN'D. GLASS °Z '�n Q L N.I SILICONE Z z m DOW CORNING 899 40'Od J c wn s0 U F °UV�In t l v p m CFO 2:0 foo S LLz� '0 Q Lu 0�1f F GLASS TYPE 'G2' O 7/16'NOM. LAM.GLASS AplYmB wilb dat •• Florida Bi • • NO J J��rcr,z�16 v m NDA# a S-odm •I I J • • • *00 • •• 5/32'TEMP. GLASS Miami pyo prpy�opal I • •••• • • • 5/16'AIR SPACE B t i _ { /,._�� v m ••0••• 3/16'HEAT STREN'D. GLASS y W n • 0000 • • • • ~ • • • .090' Interlayer • • •••••• Butacite PVB `z".}w • •••• • •• •• By 'Kuraray Americo, Inc.' z V)F LL 0000•• • • V) • •:•• • • 000000 o 3.OO11 M 3 16 HEAT STREN D. GLASS SILICONE O 0000 0000 0000 ,a • • • • DOW CORNING 899 Z y7 < m ••• 0000 •••• CARDINAL XLEDGE SPACER • • • 0.0••0 kr . STEEL1// W0000••• ••SERIES 600•• •i • • o \ aSILICONE � I ALUMINUM AUTSI NG ENTRANCE DOOR w � z m SETTING BLOCKS AT INSUL. LAM. CLASS o FOR SINGLE (X) DOOR AND STAND-ALONE SINGLE SIDEUTE �—— in NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS CAPACTIES SEE SHEET 2. is o w FOR SIDELITE MULLION CAPACITY SEE CHART ON SHEET 3. GLASS TYPE 'G3' m LOWER VALUES FROM DOOR, SIDEUTE OR MULLION CAPACITY 15/16'NOM.INSUL. LAM.GLASS u CHARTS WILL APPLY TO ENTIRE SYSTEM. m DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. rriu •• ••• • • • • • •• c 0 • • • • • • • • n THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • •• • • • • • ` REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE • •• • • • • ••• • INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • 1 BY OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY •• 000 •• • • • •• ``tt111 qH��'��, !2 TO TRANSFER LOADS TO THE STRUCTURE. �� p.� "• _ �i i ' ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS - ••• EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND-WALL DRESSING OR STUCCO. • •• • • • • a ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE •• • • • • • • • NOT PART OF THIS APPROVAL. • • • • • • • • o E .� • • • • • • • • • • :'D: 0 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. • ••j1F�]iiIRED• • •• • •• ••• 0• TATE OF •' `� drawing no. MIAMIINSTAL COUNTY APPROVED IMPACT RESISTANT SHUTTERS MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT �1 q �� •.�[OR1DF!.•' \ COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FOR INSTALLATIONS UP TO IN FT. OF GRADE I4AY 1 0 2O1 �� S "' `� W15-68 REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. SHUTTERS NOT REOD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. sheet I of 9 ••• • • • • ••• • • • • • • • • • • • • •• •• ••• • 0 •• ••• • • ••• •• • 37 7/8' 37' �U wO TESTED TESTED DOOR FRAME WIDTH SIDEUTE FRAME WIDTH Z h• 6' 9, 6' 9, F� n MAX. MAX. 2 a HEADSLL A HEAD HS L E HEAD L o CORNERS SILL CORNERS SILL yJj n•�In w OGO� II / IIcyO Ll.�_ __IL____ Q W¢ ==--IT---- U)y 11 �C Z J d Q w LL N D ii LLiy=o �js7s7 LOCK v Ci --- II Q w a SEE SHEET 7 QXQ i FOR DESCRIPTION = �� c- = m¢ M n • �'� m m J N.J O w _j U m • •• LI *-a- • ° w _____li_____ N a •• •rn m - n---� 5 -----IT----- . ol �I • 0 • •••• II op < N II m2 V N • 04,•• • II • i II w n 1• • I it s ~ • n n • • ••�• W I. •• •• 1 �'� •• I II Z �W^ •••• I • 11 ren II pM • Applied x c MOY4W 1v9O D dW Or'7 •• •• •••• • ••� FLacdaBm Z m Datc 6 L 3 • • •••• • •• yll �� s_ . 3 y • • Z• • •• Miaoi Thde Rodu�t Clumol J •••VeOCE APPLIED • z SURFACE APPLIED z By /S�L=4� U w • FALSE MUNTINS •• •�5•••• <¢ FALSE MUNTINS OR 32 1/2' <¢ / �n w rn g •DECORATNE GRI L• • 4L, Op`.• .o' DECORATIVE GRILL D.L.OPG. tO 0 � • MAY BE USED • • • MAY BE USED 000000 • 35 11{8' MAX• 4••••• LEAF WIDTH (X) (0) o op ow SINGLE DOORS (X)LOAD CAPACITY - PSF SINGLE SIDELTTE (0) LOAD CAPACITY - PSP a DOOR DIMS. GLASS'CYPES'G2'k'0' StDELITE DIMS. GLASS TYPES'G2' k'G3' v FRAME LEAF FRAME EXT.(+) INT.(-) FRAME FRAME EXT.(+) INT.(-) WIDTH WIDTH HEIGHT WIDTH HEIGHT 37-7/8'135-1/8* 98' 70.0 1 135.0 37' 98' 70.0 135.0 v m 42' 86' 61.7114.5 •• ••• • • • 9 • •• o GLASS D.L.O. DIMS. GLASS D.L.O. DIMS. • •• • • • • ••• • ¢` D.L.O. WIDTH (DOOR) FRAME FFRAME HEIGHT 12'175 5' D.L.O. WEIGHT H SSDEL EE)- FRAME HEIGHT 4.50'U' ••• ••• ••• ••• • • ••• `````\\\\1111AIi:f ',,' 10 ( > ( ) J,....�..7. �P•' CEM 1 � .� _ _ _ _ _• ••• • '••• • ••• 7 . • • • • • • • • NOTE: GLASS CAPACITIES ON THIS MEET ql t • • • • • • •• OF (U�� drOwing no NOTE: BASED ON ASTM E1300-09•"SEC!GUSTS) • • • oR\uR.: \�`� EGRESS REQUIREMENTS TO BE REVIEWED AND FLORIDA BUILDING COMMISSION MAY 110 2R � G`` (W15-68 BY BUILDING OFFICIAL. DECLARATORY STATEMENT DCA05-DEC-219 � aS�ONAL 11111% sheet 2of 9) • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 14 0 SMELTPE MULLED WITH 7 ESTED" �V SINGLE LEAF DOOR OVERALL FRAME WIDTH °p m SINGLE CLUSTER OF ut SIDEUTE SIDELITE DESIGN LOAD (6)ANCHORS 'j cp3 FRAME FRAME CAPACITY - PSF 3" 6• AT HEAD/SILL Q h � WIDTH HEIGHT INCHES INCHES EXT(+) INT.(-) 3„ MAX 3" MAX. Q f a I 24 70.0 135.0 A TYP. E HEAD IL V n p HEAD/SILL 30. 62 70.0 135.0 CORNERS -- -�\ SILL O W 36 70.0 135.0 ?yNj 42 1 61.7 114.5 24 70.0 135.0 I O yRy,J n 30 86 70.0 135.0 36 70.0 135.0 / Q IL 0,-,( 42 61.7 114.5 / Q d 1 24 70.0 135.0C // I H 1 Q 0 1�p 30 92 70.0 1}5-0 LL Z N 36 70.0 135.0 / )j2 I J(Zy{0 5 �"{' 24 70.0 135.0 C' Q W W f F 30 98 70.0 135.0 36 1 70.0 135.0 vi • • ••• • •• m } '� o I m J I� d Di •• • • : • ILd - ..I La •• zz''IYt11�00 •• •• •±•••i iZ�i•• 6 \� F o O C)In •• •• SIDELITE M N11 H W%2OR FRAME WIDTH I=E Z L-Lj m • SEE TA5V.-@QVE *see 3 m ••••• • • •••••• rn Lui DOOR• •�I LITE CAWII-RES•SEE SHEET 2. 25" 32 1/2' • FOR SIDELITF•MULLION CAP/ICITY"E CHART ABOVE. D.L. OPG. D.L. OPG. �O a • ••LOWER VALUES FROM DOOR?SIOELITE OR MULLION IMART WILL VPq,0 0 ENTIRLO SYSTN. 35 1/8'MAX. -avipaswhhthe V..a.: • • LEAF WI5 7H :;ride MwM Cyd Date G L 37 7/8"MAX. 37' 1, O •/>( o DOOR FRAME WIDTH SIDELfTE WIDTH M�/D�d,PmdWt Couls°i o g By t - (XO) y' MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 51.2 SO. FT. PER FBC 2014 •• ••• • • • • • •• cm- N • • • • • • • • • \\\111111j/ 0 o - v • ••• • •• • ••• = 7 = - NOTE: • • • • • • • • - :�7_ a g GLASS CAPACITIES ON THIS S4tT Alt • • • • • • = BASED ON ASTM E1300-09 E3 SEC.40NSTS) • • •• •`• s• of ty' drawing no. AND FLORIDA BUILDING COMW"ON • • • OR1DR•' \�� DECLARATORY STATEMENT DCA05-DEC-219 W15-68 Sirlisil \\� sheet 3 of g ••• • • • ••• • • PROPERLY SECURED f o 1BY OR 2BY (2) 2BY WOOD BUCK � w 5/16" MIN. TYPICAL ANCHORS EDGE DIST. r itWOOD BUCK OR THROW BOLT EDGE DIST. SEE ELEVS. WOOD STRUCTURE I PENETRATION FOR SPACING . , EDGE DIST. SEE NOTE SHEET 1 METAL STRUCTURE •' .�_ ..CONCRETE;e' EDGE EDGE DIST. (SEE SPEC BELOW) O FF•• b @yn J •CONCRETE f 2 L gn � 0 U W W W U r H 25 E B I I 1 r�i x �_ �_ \= V O�•1 n n n 00�In I Icy N � N OA 33 I i 26 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS G d r.O Q I I SEE ELEVS. SEE ELEVS. SEE ELEVATIONS d I I FOR SPACING FOR SPACING FOR SPACING O 0 N N O 7 I i Q W jLL U l 1 W N O I I ___________________ LL Z O f s ;I,-, COUNTY APPROVED Ij J Z m S -i I I CUPPED MULLION �j SEE SEPARATE N I� /O 00 sell 00 4141 •• I` • • S 41 • • (/j 4141 4141 • li • I W n • • • • • 'I ••••• GLAZING OPTIONS W I) x 0 SEE SHEET 1 TYPICAL ANCHORS }w SEE ELEVS. O 4141 �•• ••0• 4141• • FOR SPACING Z N^ 4141 • f~ 4141•• iBY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS •E ttm i ••�• • • MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Q i THEM TO THE BUILDING STRUCTURE. Z 3 m • m •� ••W• •• Z 4141• !m 4141•• O a W • TYPICAL ANCHORS: SEE ELEV. FOR SPACING %Mp ed as complyvy with the ••• •• 0041009 Flid.8 Coag W m F •0•• II 5/16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI• Fy=155 KSI) nate 2 /` • • g •• NnAN • • • INTO WOOD BUCKS OR WOOD STRUCTURES Miami Otdc PtodwY Control • • 4141 • 1-7/8" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) •••• THRU 1 BY OR 2BY BUCKS INTO CONIC. OR MASONRY • i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) dw 7A 7 LOAD BEARING SHIMS 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) OR J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) I POURED k HARDENED e I HIGH STRENGTH GROUT INTO MIAMI—DADE COUNTY APPROVED MULLIONS (VIII. "•=•1/✓i) • • • •• `g �„ I NO SHRINK, NON-METALLIC B 33 26 2 f'c - 5000 PSI MIN. INTO METAL STRUCTURES • • •• • • • • DOOR DETAILS "- 6wt 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) • •••_• • • • ••• • 25ALUM(S EEIL TIN COTACT WITHMIALUMNUM TO BE PLAAQ OR•PAINI ED)• • • • •• `` �"' TYPICAL EDGE DISTANCE �� , �� •, ° n S a INTO CONCRETE AND MASONRY = 2-1/2" MIN. • ••• • ••• • ••• 70592 INTO WOOD STRUCTURE = 4" MIN. . • • • • • • • • _ c I '.d. �. . / • • • • • • • • _ � Ems= � e C0 RETE '• 4 .� INTO METAL STRUCTURE = 3/4" MIN. • • • • • • • • • • /([g[�1 TYPICAL ANCHORS • •• • • •• ••• 0 0 ATE OF [(/� drawing no. /EDGE DIST. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. ••• • • • q(1S 5/16 MIN. SEE ELEVS. CONCRETE AT HEAD. SILL OR JAMBS f e 1-0 - 3000 PSI MIN. ,��° THROW BOLT FOR SPACING C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MM. X11 OOV/r,I. PENETRAl10N /ry1111111\\\ sheet 4 of g 4141• • • • • 4141• • • • • 4141• • • • • • • • • • • • • • • 4141 4141 • ! • 4141 4141 41•• • • • 4141• • • U b N_ Z 4• �i iBY OR 28Y0— a m ^�+ Z WOOD BUCK Q f a O 1/4"MAX. © O 3/8"MAX. J N S n U �Op`o SHIM CONCEALED FLUSH BOLTS 3 LEVERS AT STILE FACE SHIM O f TYPICAL ANCHORS A1ft ONRY V 8 N a SEE ELM C FOR SPACING 16 ":CONCRETE a¢m 8 paoo � 26 13 3 _ =ft O'atlC 0S 24 aCZ� zy4' p TYPICAL ANCHORS J W 0) -1 SEE ELEVS. Q W f FOR SPACING O � U N 23 N •• 25 EXTERIOR '3 J N • • 25 26 S cl • • • ., •• 18 • •• B - D.LO. • •.•• • • • • METALSTRUCTURE • • SEE SPEC SHIEW O O•. LEAF WIDTH W� • ••.• • • • • LOCK H� • • • DOOR FRAME WIDTH SEE SHEET 7 w y)W • FOR DESCRIPTION U}1 W w z Of E n • •00• • •• •• 00000• • • OOM • • ••0• • • 090000 3/8" MAX. SHIM _Z 3 .•0• •0 0• •.•• wmPIYm;wuC We 3�• • • • 0000 w ida Bu' C $ 3 Z�j o • • - • 0000 sHIM_ .' D„i G 2 / pv� • • 000000 CEX. BUCK ��:�q��F TYPICAL ANCHORS • OR NDA# O • •.•• SEE ELEVS'`' •..• STIRBE Muni Dade haduct�O�ntrd W FOR SP.OIN• • r 1 BY Aa • 0000 • •a 3 8 N O T �•. �a K EXT. HORS . " u n !OR RPACIN• • • •. o a • • • • • • • • • \\\\\111111///j •..........E 'u • •••- -• -•.• • ••• _ _ .70502 0 •• •• • • • •• • • • •• O•' STATE OF �.(y� drawing no. •l�AY 1 0 2pt %�s' '�Lorso�.• G�?: W15-68 DOOR DETAILS r o TYPICAL ANCHORS 1/4'MAX. / 3/8• MAX. SEE ELEVS. SHIM 5 SHIM '� FOR SPACING DGE.DISL- 1BY OR 2BY 'n TYPICAL ANCHORS W000 BUCK Z 1, % CO,.CRJ7k SEE ELEVS. O F FOR SPACING 16 MASONRY f w o la ORQf a. W ,CONCRETE Id S _ ... .(p`22 < I �N V a N TYPICAL ANCHORS 00 o>o~j SEE ELEVS. a M FOR SPACING Q d O C •W O�� EXTERIOR rc z o LL Z N LL a D.L.O. pp METAL STiLUC ET 4 Z SEE SPEC SHEET 4 SIDELITE FRAME WIDTH TYPICAL ANCHORS Q w OI f r SEE ELEVS . ._1 FOR SPACING 3/8•MAX. Hl G SHIM J •• 'I 18 26 O J • 5 I • • 1I • • 16 rJ � n •• ,I GLAZING OPTIONS i6 W • •�•• • • •SEE SHEET 1 W N W • •• • 26 = 24 • lk ••a 9 • • - Nr- m 0 0•• • • -—____ _____ ____ _ N Z J m O F'• I • • w o 3 • • u' ••!• 000 - - - MASONRY Z n 0 • • rn•• W • •••• CONCRETE• w ,�'„ O v o • • •• II •• • • D.L.O. 13 B 26 EXTERIOR w w rn w I •••I• D.L.O. 0 • • •• • LEAF WIDTH J/8. • •POO • • 0000 ••• DOOR FRAME WIDTH SIDEUTE FRAME WIDTH • 37-7/8• MAX. li OVERALL FRAME WIDTH o`W < M r� approv4d as�tyme" u a LORAD BEARING SHIMS J 18 HL 26 TFloridaR c POURED'I HARDENED NOAY' J/' HIGH STRENGTH GROUT N1iM11 2 NON-SHRINK,NON-METPLUC i6 � •,o �\ !'c s 5000 PSI MIN. • ••• • •T\Y �J 13 B Z6 :• • • • ;• SIDELITE DETAILS •m c "� _ _ `��P W:....,, 22 vGEN,gE. ... ,a _ _ • ••• • ••• 70S92 . CONoRETE• a .v. ..'.. •: • • � • • • 17? {� :t}_ � $ S • • • r v TYPICAL ANCHORS 2J • • �' • • • • • • • �� ,gr 0 EDGE 0151. SEE ELEVS. 25 •• • • •• • • •• L7/17E OF �` drawln no. FOR SPACING 19 •• • • • • • ' �pq\DN :.'`� 9 DOOR FRAME WIDTH SIDELME FRAME WIDTH 1+ y 1'� �i �� W15-68 SINGLE SIDEIdTE 37-7/8•MAX. 3/8• {nN li 216�� sheet 6 of 9 • •• •• • • • •• •• ••• • • • ••• • • LOCK: ITEM/ PART# READ. DESCRIPTION MATERIAL. MANF./SUPPLIER/RENARYS CONVENTIONAL DOOR LOCKSET W.TH HANDLE BY 'SCHLAGE' 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - OR 'KWIKSET' LOCATED AT 38"FROM BOTTOM 2 E602 - FRAME COVER 6063-T6 - N KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR / 3 E603 - DOOR FRAMZ ro 3 FASTENED TO LOCK STILE WITH I' E JAMB 6063-T6 - >+• / (2) 08 X 3/4' FH MULTI THREAD SCREWS / 4 E604 - SDELITE TOP& BOTTOM FRAME 6063-T6 - 0 i n z (2) 8-32 X 11/16"PH MS / 4A E625 - SIDELTTE 9"BOTTOM FRAME 6063-T6 - F W 2 a SURFACE MOUNT METALLIC DEAD BOLT LOCK BY 'SCHLAGE' // 5 1 E605 - SIDELITE FRAME JAMB 6063-T6 - 0 0 ` c OR 'KWIKSET' LOCATED AT 43-1/2' FROM BOTTOM / 7 E607 - LEAF TOP&BOTTOM RAIL 6063-T6 - N KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR / 7A E625 - LEAF 9"BOTTOM RAIL 6063-T6 FASTENED TO LOCK STILE WITH O �+ (2) 08 X 3/4"FH MULTI THREAD SCREWS j I 8 E608 - LEAF W'STRIP ADAPTER 6063-T6 - Q t y t7 (2) 1/4-28 X 2-1/4' OH MS 9 E609 - LEAF HINGE STILE 6063-T6 - V -.~1 FLUSH MOUNT METALLIC STRIKE PLATES FACING LOCKS 10 E610 - LEAF LOCK STILE 6063-T6 - g im W I�'T o AT 39'AND 44-1/2'FROM BOTTOM \ 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - o a Op EACH PLATE FASTENED TO FRAME JAMB WITH \ 13 E613 1/CORNER LEAF CLAMP6063-T6 4-1/4'LONG C N N ' (2) 010 X 5/8' FH SMS \\ 13A E613 2/HINGE HINGE BACK-UP PLATE 6063-T6 9"LONG Q m m U. 6I CONCEALED FLUSH BOLTS BY'SULLIVAN &ASSOC.' \ 13B E613 1 LOCK REINFORCING PLATE,ABOVE AND BELOW LOCK 6063-T6 24' LONG LL?p- a 1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL \ 13C 010 X 3/4' 1/PLATE LOCK REINFORCING FASTENER 6063-T6 FH SELF DRILLING SCREW "'�Z M MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE Q W a f LOCATED AT 10-1/2' FROM TOP AND BOTTOM 14 FY109 - JGLAZINC BEAD (LAM. GLASS) 6063-T6 - FASTENED TO LOCK STILE WITH 15 E710 GLAZING BEAD (INSUL.GLASS) 6063-T6 - O (2) X18-32 X 1/2'FH MS 16 E616 - SNAP COVER - 6063-T6 •• 17 E613 - BOLT SUPPORT N60631-T6NOT SHOWN18 E623 1 SIDEUTE MULLION 19 FD-107 3/LEAF BUTT HINGES SULLIVAN&ASSOC. V) '�•••••• 20 F81202FLUSH BOLT LEVER SULLNAN&ASSOC. W• • 21 FBR914SS - CONCEALED FLUSH BOLT ROD SULLIVAN&ASSOC.45-1/2" X 7-5/8')b 22'THK. EXTliIJ W0AWV HINGE 22 010 X 1-1/4' AS REOD. FRAME ASSEMBLY SCREWS HH SMS j-WPART FD-107 BY SULWAN & 23 012 %3/4' - HINGE INSTALLATK)N FASTENERS FH SMS • •3•"ES PER • ASSOC.** •• 1 V71` OV44 HINGE AT:&T/%•FROM BOIISM • 24 - - 3/8"DIA.THREADED ROD STEEL - O o M r%1 m • TOP HINGE AT 11-3/4' FAM TOP •••• 25 W11323 - PILE WSTRIPPING WOOL ULTRAFAB o •OtNITM HINGE AT MW`W* (38'O.C. W". • 26 E20618-KN-3020 - BULB W'STRIPPING EPDM - Z HINGES FASTENES WITH 010 X 1"FH46YS • 3 .%,jREWS AT HIRGL S}IlE •••• 3:Z 27 E206 - GLAZING BEAD BULB EPDM ULTRAFAB N • REINS AT FRAME JAMB •••••• 28 - - XL EDGE SPACER (INSUL. LAM.GLASS) ST.STEEL CARDINAL O Q L' • 29 E622 - FLUSH BOLT CUP NYLON Q UJ • • 000 • •••••• 30 DL01RC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK ' W m •••••• O • • • 31 DLOI WB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC • • • 33 010 X 3/4' 2/ADAPTER FH SELF DRIWNG SCREWS.AT 5'FROM EACH END - - • •••• 000000• • • 35 1 2/UTE JsETTINGBLOCK, 1/4-X 3/4-X 4'LONG EPOM AT 6'FROM EACH END, DUROMETER 80±5 SEALANTS: • • ITEM NUMBERS 6, 11,32 AND 34 ARE NOT USED IN BILL OF MATERIALS '0 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. 4 ca v � d� Appcdl d 8a 0.wf4--i.V N'1dl Ibc hale NOAIR ld t // c u 7 . ••• ••:ALmvi•Atic fYAWcl�c&WO ••. a Y I • •/ + • •• ••By 7 ► .0 IAt.M• m0< • • • • • • ••• •• ````t111111111/j''7 � • •• • • •• • • • • OF 1�{p qp4hdrawiODo. 10 "III11 111�1� sheet 7 of g • • • • • • • • • • • •• •• • • • •• •• 07800� 1.'1.750 .394 .625J .803 .050 .937 .045 062 Z t.62s ole 8 • O q Z 4.031 1.047 a 4.750 1.252 L .00�6 O F�-zo62-�I t4 GLAZING BEAD is GLAZING BEAD IAM. GLASS INSUL IAM.GL/SS rC G 1 DOOR FRAME HEAD/SILL O 3 w 4.000 1.507{ 2.000 o> 1.507-� QQ'0 M O 7 LEAF TOP/BOTTOM RAIL O y�y�I Q S C 2 p 1.625 Q W 6 4.719 �ZN=o' 3.719 4.500 iQ Q 078 .078 t7 w a 4.781 �--� .078 1.750 1.507 .156 • 8.250 J a • • I 7.531 J j • ••• • •• 4.000-moi o` •• • • • S to m L••• s ' LEAF HINGE STILE " W n •••• • • • • 18 t- • 1.507 • 5.344 • • • ••••• SIDELITE MULLION • i.7s0 4.000 N •"y)••• • •• • 3 'nn rn LJ •••••• • .094 *S� LITE TOP &•BOTTOD FRAME••• • `j I 3 0 �lo� 1.750 1.507 I•�-1.750-^i 3j2 .aaz a Z_3� • ""• • ' • 1- 29 ••• 0.3 ••••• �g• .078-17I tsea 0A " rvW VIYn6witlh� U2 Florida W3 rnZm wom ' LEAF LOCK STILE sol LEAF ALIGNMENT BRACKET FywNON � t Lo21` 11 O • • • • •• Miami Daae Ptoduel//Colaot FRAME COVER • • 375 BY -�{ ••y.•••• p-1.500 I f .687. 312 u 1.574 .125 o W .050 3.719 I� .062 .078 n .154 t3 LEAF CLAMP t6 SNAP COVER s LEAF W'STRIP ADAPTER 9.000 tan HINGE BACK-UP PLATE c v LOCA• INP.•'i• •i • ••••• •ti• • ••• 1.500 1.500 .625 .719 •• • • • • • c°a�8.281 • • • • • • • • • 1111111// D �� fie;••' Etl .078 n 4.000 • • • • • • • .078 2.097L • • • • • • • • • • O t. 7 I • •• • • •• • • •• STATE OF drawing n°. 4- a.000� !2omor..• a W15-68 ••• • • • • • O tta� to2�i %, a�' 3 DOOR FRAME JAMB s SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME '��zs�O�A`tt ��` sheet g of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • =4- ow m 22 m N O b %Z W N Q O'0 8 paoo .t O-a yyp m {aLzy=' n j lia Q W�f U o •• � J rn • • o J n • ••• • •• _ g m •••••• • • • ♦9 DRA FRAME CORNER• " W n • z ��o] 4 •••••• • • SIDERITE FRAME CORNER 3 n n • 0 • j;LL, rnf ••••• • •••••• •• • • : •••• rlp�y 13uilditt6 C Yde�wtw m. ••••• • • • nxc �, a ��( •••••• M�ia�m�i'node Ro�dix4r/Co�.�f � • • 12 trot � t yy3 I I yo Ij I Ijfi N Z YA •• .•• • ♦ • • • •. Om' • • • •' • • • • • O ry 73 • • •• • • • • • c 000 • • • • • • • • • \II111111/tt� c. •• ••• •. • • • •• \\ Ate �/ 24 ++ 110 t o • .• • • •• • • •• OF �� : drowinOg no. LEAF CORNER M � W15-68 1pllj',!, \� sheet 9 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• c MIAM1•DADE MIAMI-DADE COUNTY iWAUUM PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)3t5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/ecouomy ECO Windows Systems,LLC 9114 N.W. 106'b Street, Medley,FL 33178 SCOPE: �•••�• This NOA is being issued under the applicable rules and regulations governing the use df gonssructic%41fJerials.fide;:• documentation submitted has been reviewed and accepted by Miami-Dade County RER.,Rroduct Cohgpj,9ection,Sq„• be used in Miami Dade County and other areas where allowed by the Authority Having Jv4diction(AHJ). 0 • This NOA shall not be valid after the expiration date stated below.The Miami-Dade Coprnty Pr oduct�Conlrol Sec&3ii• (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) raefft the right to have 4kis•• product or material tested for quality assurance purposes. If this product or material fail§t8Itrforni ill thq accepted••• manner, the manufacturer will incur the expense of such testing and the AHJ may immedately rev8Rd,'modify�,•dY;• suspend the use of such product or material within their jurisdiction. RER reserves:theright to revoke this• acceptance, if it is determined by Miami-Dade County Product Control Section that Ns prgduct ormatartal faits to• meet the requirements of the applicable building code. '••• : 000 • :•••• This product is approved as described herein,and has been designed to comply with the Florida Building ade, including the High Velocity Hurricane Zone. - — - _ _ 'DESCRIPTION: Series"700”Aluminum-Sliding Glass Door w/Reinforcements-L.M.I. APPROVAL DOCUMENT: Drawing No.W13-49 REV C,titled"Series-700 Alum SLD.Glass Door(L.M.I.)", sheets I through 12 of 12,prepared by A1-Farooq Corporation,dated 09/27/13 and last revised on DEC 02,2015, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1.See Design Pressures Vs Reinforcing,glass types and anchor capacity charts in sheet 5.Exterior(positive)design pressures are limited to+70 PSF w/2-3/4"sill riser and+47.0 PSF w/2"sill riser.Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4.The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. , RENEWAL of this NOA shall be considered after a renewal application has been filed 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 adverti§Lng,Uter;tyre. ,If Pny poltjon of the NOA is displayed, then it shall be done in its entirety. : i 00: i i i INSPECTION:A co of this entire NO •ha •• • •ld 4 t•t• ler b the manufacturer or its distributors and PY AS U*i' * q 4 �1!T Y shall be available for inspection at the job site at the request of the Building Official. This NOA revises#13-0912.02 consists oft this gage i andevidenc a pales E-1,as well as approval document mentioned above. • • • • • • • • The submitted documentation was revievbd b}:jsliaq j,.Cb*dh,P.F. ••• . • • NOA No.15-0612.05 MIAMMADE CouNrr Expiration Date: March 20,2019 • , , , Approval Date: December 17,2015 Page I . •. .. . . . .. .. v . I ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No.W13-49 REV C,titled"Series-700 Alum SLD. Glass Door(L.M.I.)", sheets 1 through 12 of 12,prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS (Submitted under file#13-0912.02) 0 0 :660:0 0000.. 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9,04••6 ••6• 2)Uniform Static Air Pressure Test,Loading pet VBC TAS 202-94 •... • 3)Water Resistance Test,per FBC,TAS 20:1-7f•• ::000e: 0000 . 6 4)Large Missile Impact Test per FBC,TAS 2,Q1;9K :••••• 00000 5) Cyclic Wind Pressure Loading per FBC,'FAS 203-94 ,0000 06:060 6)Forced Entry Test,per FBC 24113.2.1,T*9 202-94 ••••6 •••••• along with marked-up drawings and installation diagrams of Alum 01MAJ Glass doors, 6 6 prepared by Fenestration Testing Lab,Inc.,Test Report No. FTL-7.405¢aced*f 3;2013 ancl' • last revised on 02/10/2014,signed and sealed by Marlin D. Brinson,.'..*E: Note: The above referenced test report has an addendum letter dated FEB 10,2014,issued by Fenestration Testing Lab,Inc., signed by Ms.Iliana Sanchez,test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5`h Edition),prepared by Al Farooq Corporation,dated 06/10/15 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours &Co.,Inc.)for the"Kuraray Butacite®PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont DeNemours &Co.,Inc.)for the"Sentry Glass®(Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5`h Edition) and letter of no financial interest,prepared by Al Farooq Corporation,dated 06/10/15, signed and sealed by Javad 'Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. 0000. . . . . . .. G. OTHER •• • • • . .. . . . . ... . 1. Test proposal,dated•(i3/2,513 approve)by Jaime D. Gascon,P.E. r `` 666 666 • 666 66• Ishaq L Chanda,P.E. • • • • • • • Product Control Examiner 6• ;6 • ;6 ; ; • ;6 ;6 NOAH No. 15-0612.05_ •" • ' ' • ' Expiration Date: March 20,2019- Approval Date: December 17,2015 ••• • • • 660 • • 4 3/8" CLUSTER OF �U w 6 ANCHORS S"MAX. 13"MAX. ' //��AT INTERLOCK ENDS a°a• HEAD HEAD - / SEE SHEET 5 FOR CAPACITY - n CORNERS s Z / 3 W � Z '96" • 3 'OL DOOR ODOR FRAME WIDTH �9 V syn O M O p °d°° INTERLOCKS o y N.9 WITH OR WITHOUT K Z REINFORCINGw m 6 SEE CHART#1 a W VI O LLZo L same aW�� INSTRUCTIQNS: C ---�t----��_-- E a USL•CHARTS AS FOLLOWS. �/U�) i• • • [p_L SEE CHART MtGN SHEET &GIA:S CAPACITY AI�VINFipV§ REUEM . •• •yF�p 2 SELE00 SILL TME FROM MEET 7 AND LIMB • EXT.(+)• •DESIGN PRESSURE•AS SHOWM ON DETAILI. o a m o ;� ji rn N W n ••••• 0 a I1 1I al x • STEP 3 SEE CHART/2 ON SHEET 5•FOR ANCHOR CAPACITY. 0 •• • • •• o ;I Ij u LJ STEP 4 THr♦w"T•V(t1A• IE RESU FIS OOO STEPS 1 _ ap • ••• THRU•3 SHAU4mAPPLY TO M. --��----�T--- o N • • �I II N 3 rpM m • ••• 0000 •••• 0 0 n • • • • li it O^� • • •••• •••• ;I I; Z3LLq 0 • OAYLITE OPENINGS WIDTHS: •••••• II i� ^ Z "' e94•JFWED STILE-INTERLOLK = PAW4 "F&- 7.125" O a o • INTERLOCK*MT6UKAI•= PANEL WIDTH - 7.250" B g U c)w W N Wmm k • DAYLITE OPENING HEIGHT: •••• M=UCf REVT86D o •• •qPfINEL HEIGHT - 6.90" • • r•rpTTl•XwIM IAe FIaTk► 0000•• yYW�C�dF PANEL HEIGFN = DOOR FRAME HEIGHT - 1.5625' Nn 1 002.6 41 3/4' 41 3/4' mM FALSEPTIONAL DMUNTIN .L.OPG. D.L.OPG. ISI„ S ;a o THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. 48 7/8' Pr�dsnCtiNvl o SHUTTERS ARE NOT REQUIRED. PANEL WIDTH 48 7/8" c e?d PANEL WIDTH IC SERIES-700 O P K ALUMINUM SLIDING GLASS DOOR 5'MAX. • ••• • • • • • •• in • +• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE SILL 13' MAX. �y, • • • • • • • • c u - REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE CORNERS SILL •AV • •• • • • • �''" INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). '6 .� •• • • • • ••• Lp8'TINATED GLASS >- CLUSTER OF • • • • • • • • UJSUL. LAM. GLASS iv c°< m u IBY OR 28Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO 6 ANCHORS •• *00 •• • • • 0 TRANSFER LOADS TO THE STRUCTURE. AT INTERLOCK ENDS URGE MISSILE IMPACT 4 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. SHEET 5 FOR CAPACITY S,ANCHORS Enqr;JAVAD ANMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WAIL DRESSING OR STUCCO. CML 3 ANCHORING OR LOADING CONDITIONS NOT'SHOWN IN THESE DETAILS ARE TYPICAL-ELEVATION • -••• • FLIM!/70592 • ••• �• 3 • • • C. N30538 • • • S NOT PART OF THIS APPROVAL. OX • • • (•y • • ¢ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • • • j5 • XO ALTERNATE SIZE UNITS: ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MAX. FRAME AREA OF DOORS NOT TO EAM • • • • • drawing no. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT ' THE TESTED FRAME AREA OF 72 SO. FT. n1 —49 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. sheet oT12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLUSTER OF U V HEAD 5' MAX. 13" MAX. _ 4 3/6' AT�INTERLOCK/ASTRAGAL ENDS M� CORNERSTYP. HEAD SEE SHEET 5 FOR CAPACITY M W J 47-7/16" C p o f IyAB DOOR FRAME WIDTH J q p• S A p k1 C. p $gyp INTERLOCKS p WITH OR WITHOUT K REINFORCINGa, '� SEE CHART Al Q m _ ' H • •X W S•%00 • •I' // '1 // // J _j ••• ••g U • • •/�' j' /�' /�• Jia h • � y • • fI• II C , C � �m � W �. ••• •• • •�_ ___ar___ Z O=an0 ••• • • • ,I I I D � •• •• • • •••••�• �, O3�n�, • oa •• •• 000 000 • • • z m ••• •• TV0 3 z • • • •• • 1 O"t • • • • •• c- • •••••• 42 1/16' 42 1/16' mw FALSE•MUNTIN• z PRODUCfReVtsrO OPTIONAL D.L.OPG. D.L.OPG. o UP .11b IM furca 49 3/16" v 1�� P 49 5/16' - PANEL WIDTH U„e S 0 I Z D� -q g PANEL WIDTH �� ` _& ASTRAGAL INTERLOCK ' �.1,.YS:f. ?_ ell CGM•ggooll 8= 5'MAX. `- •• •t• • • • • • •• vi ++,n SILL 13'MAX. O _- CLUSTER OF • • • • • • • t • o o m o CORNERS SRL 6 ANCHORS • • •• • • • • • u u r AT INTERLOCK/ASTRAGAL ENDS • •• • • • • 600 • •�a 0 0- TYPICAL ELEVATION SEE SHEET 5 FOR CAPACITY • • • • • • • • • c<m u •s ••• •• • • • •• o oxx .o &Sr,JAVAD AHMADCIVIL o -ALTERNATE SIZE UNITS: _ • 0:0 •1+OE/70592 •• - MAX. FRAME AREA OF DOORS NOT TO EXCEED •• : • : : `AN. 5350 20•j t , THE TESTED FRAME AREA OF 110.7 S0. FT. • •• • • •• i •• 0 ••• • • • • drawing no. W 13-49 sheet Q of12 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 CLUSTER OF U CHORS u TYP. 5'MAX. 13'MAX. 4 3/6' AT INTERLOCK/ASTRAGAL ENDS CORNERS HEADHEAD _ _-_ / SEE SHEET 5 FOR CAPACITY J ea I 3 192" O O O DOOR FRAME WIDTH u INTERLOCKS 1 as INTRLOCKS Q-a 11 II WITH OR WITHOUT II II WITH OR WITHOUT REINFORCING _ REINFORCING II II SEE CHART N1 II II SEE CHART/1 y C I g H aa�f {.. 2 ••• �1 / 1� / �� / ji / .-; N • • w •• • •i•// ,I p /' , // it p // �a a, J O 9. •• •••'� n Gli• J• • II ✓ II / II / II / p N • a • • jl • I� G�I/I a • ••••�•• �I = iCV�i CVS •� ••• � • ��ai•� ice___ __ai i�___ �� ' W �. ••• •• •---41F--==�r--- F--- z 00 • ••• • • •••• • I I I o N n m • • II 11 II 11 r 1 • • *04•see** 0004 • •••y1 • _I�_ �I I� 6 Z^� •••••• -___- - g =�r=====r�= 3 • • • •• 1 1•• II 11 n •••••• • • •••• U�W • •• •• w w000*00 m� d • O •:•••0 42 1/16• 42 1/16^ _ m yC�1 FALSE OP UTIONnALN D.L. OPG. J]L D.L. OPG. r�UCf REVI6Fd 49 3/16' '^ cJ .ewil�IYr F7nrNl PANEL WIDTH 49 5/16 s a14•M- p—.Oy- o Cal PANEL WIDTH INTERLOCK ASTRAGAL INTERLOCK i4 ' SILL 13� 0 CLUSTER OF • • •• • • • • • CORNERS SILL '�� 6 ANCHORS • •• • • • • ••• • c+Q TYPICAL ELEVATION AT INTERLOCK/ASTRAGAL ENDS • • • • • • • • • u < m u OXXX SEE SHEET 5 FOR CAPACITY •• ••• •• • • • •• • .1 Eng,:JAVAD AHMAD 1 a ALTERNATE SIZE UNITS: • 000 • Fa* /Tosaz • ••• MAX. FRAME AREA OF DOORS NOT TO EXCEED : : ` C: 3538 THE TESTED FRAME AREA OF 144 SO. FT. • . • • • • • • ibl' 8 8 • •• • 291g• •• •s• • • • drawing no. W13-49 ••• • • • • • • • sheet 3 of'2 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR A © O O � M C E NOTE: Z 3 w o 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. a 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS 4 o- REOUIREMENTS SEE SHEET 5. O 2� U B 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. C � INTERLOCK O:"C n OX(SHOWN) EXTERIOR 0 0)M XO Ir DOOR FRAME WIDTH(SEE Dp TABLE) I ro xx ana DOOR FRAME WIDTH Q © O O N=G: W 7 �i A 1i ZN_4 T L�O� �L"{ w D H Q IDOof F v � s Yo ASTM INTERLOCK vi •• ••• •OXX(SHOWN) • DOOR FRAME WIDTH(SEE Dp TABLE) EXTERIOR I }� W n NICO •....• g F- • •• ••• • •• •• W ®oD•.R•ME ,DTH • dO © O © � �� • • A • • • Oo"' i • • c ••• C) a Z 3u •• ••� G D c C . •• 25 • •• W rn7 • •••• ASTRAGAL INfERIOCK g .•••.. • . . EXTERIOR � •�EllO(�owN) DOOR FRAME WIDTH(SEE Dp TABLE) g DOOR FRAME WIDTH © O © O O M DUcrREVaW + A an with Bis rbft o $ $ Date L�.-d 0 Er HL 0 9 •• ••• • &E . o'T6a a> d�<m u OXXX(SHOWN) • • • 4TEFVOR• • • 0 OXXO I DOOR FRAME WIDTH*( .• . • • .• XXXX q Engr:JAVAD AN" n _ APPROVED CONFIGURATIONS , 33 ,-.. -� r — - - FLA PEML 70592 �_ 3 • •.• • ..• • •.• CAN. Z . . . . . . . . . . DE 2015 a • •• • . •• • • •• drowing no. W13-4911 sheet 4 0(12 • • • • • • • • • • • •• •. • • • •• •• CHART {1 CHART #2 3/16"TEMP.GLASS O DESIGN LOAD CAPACITY - PSF (GLASS) LOAD CAPACITY - PSF (ANCHORS) 3/8'AIR SPACE GLASS TYPES GLASS TYPES 3/16'HEAT STREN'D GLASS 'B', 'Rl' 'A' ,Al, 4 ANCHORS ,q AT KTG. 090'Inlerl er 3/16"HEAT STREN'D GLASS AVERAGE GOON"WE WITHOUT REINF. WITH REINF. kARAGE DOOR 1RIJIE 8188 fNO3 SentryCloa% Z ; PANEL NAOTH HWHT PANEL MDTH HEIGHT By 'Kuraray Americo,Inc.' 090'Interlayer Q IN0IES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) INocs INCHES EXT.(+) INT.(-) Sentlas 30 70.0 80.0 70.0 80.0 30 70.0 80.0 3/16"HEAT STREN'D GLASS By �y America, Inc.' d n O 6 0 JB 70.0 80.0 70.0 80.0 38 70.0 80.0 3/16"HEAT SfREN'0 GLASS �qO v 42 82 70.0 80.0 70.0 80.0 42 82 70.0 80.0 µNI 48 70.0 80.0 70.0 60.0 48 70.0 80.0 Sa 62.2 71.1 62.2K71.0 54 62.2 71.1 m / 30 70.0 80.0 70.0 30 70.0 80.0 ey 23 it ,i \\ mZ 23 ,I i� it \\ lAAQyrrO 36 70.0 80.0 70.0 36 70.0 80.0 u / n i 28 42 84 70.0 80.0 70,0 42 84 70.0 80.0 it �� SILICONE it i r SILICONE .3 C 48 70.0 Sao 70.0 48 70.0 80.0 I I li I DOW 899 I Ii ,� it I DOW 899 y�11 54 62.2 -71.1 62.2 54 62.2 71.1 / I NQ m N 30 70.0 80.0 70.0 3036 70.0 80.0 70.0 38 / Q W g 42 90 70.0 80.0 70.0 80.0 42 90 70.0 80.0 \ 29 \ 2g CARDINAL XL 48 •• 70.0 80.0 70.D 80.0 ♦9 70.0 80.0 i EDGE SPACER ST. STEEL _ • 54 • • - - 62.2 71.1 54 62.2 77.1 GLASS TYPE 'A' GLASS TYPE 'AI' fj rn •• • .0 8 0 0 80.0 3D 70.0 80.0 7/16'OVERALL IAM.GLASS 1"OVERALL INSUL. LAM.GLASS J n • a6 • 70.0 80.00 7010 80.0 36 70.0 80.0 0 •• •`2 9$ .0 0 70,0 80.0 42 96 70.0 80.0 g N • 3/16'TEMP.CLASS 2 n 48 70.0 800 0 7010 80.0 48 70.0 80.0 to LAI • 54 • - - • .2 71.1 54 62.2 71.1 3/16"HEAT STREN•D CUSS J/8"AIR SPACE eel •460 70.0 810• IAO 80.0 30 70.0 80.0 w 090'Interlayer 3/16'HEAT STREN'0 GLASS = a 10 • ••T6 ••• .O 0 80.0 36 70.0 80.0 Dulacile PVB • 42 9� 70.0 80.D 70.0 80.0 42 98 70.0 80.0 By'Kuraray Americo, Inc.' Bulacile le%rloe ";7) N 48 .0 8 0 80.0 48 70.0 80.0 3/16"HF STREWD GLASS BY Y J • •• •• 'Kuraro America, Inc. o O • tA0 •• • - -00 00.0 80.0 JO 70.0 60.0 3/16'HEAT STREN'D GLASS a Z 3 LL •• •�6 .0 80.0 36 70.0 80.0 • 42 102• _ _ • 70.0 80.0 42 702 70.0 80.0 i _I i , ` OµJO C •• ••48 - - .0 80.0 48 70.0 80.0 / 1 \ I / , I 1 \ g V I.I • 30 •AR. •- t •70.0 80.0 30 70.0 80.0 + m 23 ,I it \\ Wy 23 j1 \\ y W rng • �• it ii 28 •• ••36 _ - .0 80.0 36 70.0 80.0 / 42 ii• ••- - 70.0 110.0 42 106 70.0 80.0 I� II SILICONE SILICONE 48 • - - 70.0 80.0 48 70.0 77.9 I II i� DOW 899 I 'I it ii I DOW 899 o \ 0 17 7 29 // , \\\ 29 ' /CARDINAL XL _S Q EDGE SPACER u ST.STEEL •� 6 7 GLASS TYPE 'B' CLASS TYPE 'BI' 7/16'OVERALL LAM.GLASS I"OVERALL INSUL LAM.GLASS C u u 6 •• -0- •• • • • • • •• FRODUC f ItEVMMI) n° ALL EXTERIOR(+)LOADS SHOWN IN•CHARTS A8WE ARE• • • • • • GLAZING OPTIONS r�Ybi7ellA tRe FOR DOORS WITH 2-3/4"SILL HEIRHTS. • •• • • • • • •7 C.. n"* �<mu 17 FOR 2" SILL HEIGHT LIMIT EXT.(+) LdAQS TO 14:0 CSF: : : :•: •• q e - \'L•(yj O DOORS WITH.t-1/8"SILL HEIGHTS&WE NCJ JWROVES jOR • • • •• 11 INTERLOCKS WITHOUT REINF, INTERLOCKS WITH EEINF, WATER INFILTRATION RESISTANCE En JAVAO AHMAD SEE SHEET 7 FOR DETAILS �' CIVIL on Csstrot FLCA N 3578 92 g NOTE: • ••• • ••• • ••• I SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. • • • • • • •SEE CHART y2 FOR ANCHORS CAPACITY. • • NOTE: • • • • • 2�)� LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. • • tLA S APA T ES•0 TIS S E ARE • •• �`: �T Browing no. ••• • BAS 4 N E130gr 9 (Ij SEC. GUSTS) AND FLORIDA BUILDING COMMISSION W13-49 DECLARATORY STATEMENT OCA05-DEC-219 sheet-5-0 f12 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • �o w a n_ ABY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS Z 3 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING — — — — — -AT HKAD - — — — — — -7 TYPE 'A'- 1/4" DIA ULTRACO I BY 'ELM (FU-177 KSI, FY-155 KSI) THRU 1BY OR 2BY BUCKS INTO CONCRETE Q n 1� ln_ 1-1/4" MIN. EMBED INTO CONCRETE 3 Z81 TYPE 'B'- 1/4" DIA. ULTRACON BY 'FLCO' (Fw177 M.Fy=155 KSI) I Q W f DIRECTLY INTO CONCRETE •01-3/4' MIN. EMBED N • :?PE 'C'�• 1/B"•plA. SELFbRILL�NG SCREWS (GRADE 5 CRS) J J n •••• • $ • r• INTO MIAMI-DADECOUNT`i APPROVED MULLIONS (1/8" THK. MIN.) •••• • 'AIIQT7 *VAL STRJJCTURES• Q m h • r STEEL : 1/8" TNK.•MIN.•(Fy = 36 KSI MIN.) I W •• ALUMINUM : 1/fIJ'•THR!IRIN. (6063-TS MIN.) {�/t ••••j•• — (STEEL•IN CONTAI�T•WIV,ALUMINUM TO BE PLATED OR PAINTED) �, } L "•a••— _0 � — — — — — — — z V) ro •••••• — - —•— �••�AT SILL - — — — — — R mM •••FWPE 'B'0•��IA. ULT.•5► ELCO' (Fu=177 KSI, Fy=155 KSI) 0- z-J • • •BIREETLY INTO COMPER1 Z 31i m • �• — — 1&-3/4" MIN. EyV_Q••• • — •i••i• JAMBS — — — — — � N W rn� • FTYPE 'A'- •1/4" MIA. ULTRACON*W 'ELCO' (FU-177 KSI,FY-155 KSI) ***pro INTO 2ABY WOOD BUCKS OR WOOD STRUCTURES • "r� ' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY I M1 1-1/4" 000CfpEVl9fp MIN. EMBED INTO CONC. OR MASONRY rAoaucri• iAef7oeM� c 8 S$ TYPE 'B'- 1/4' DIA ULTRACON BY 'FLCO' (Fu.177 KSI,Fy.155 KSI) I AAagteian�Fy - g o DIRECTLY INTO CONC. OR MASONRY --t1� ` 1-1/4' MIN. EMBED INTO CONC. OR MASONRY F d yW TYPE 'C'- 1/4' DIA, SELF DRILLING IN SCREW (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) •• ••• • • • • • •• 0o'�$o INTO METAL STRUCTURES • • • • • • • • y o S STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • •• • • • • • 0. m ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) • •• • • • • ••• • 0 L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) J •• ••• •• • • • •• Engr.JAVAD AHMAD ' e ANCHOR EDGE DISTANCES CML M E 70592 INTO CONCRETE = 2-1/2" MIN. • ••• • ••• • ••• c .. 539 s a INTO WOOD STRUCTURE = 1' MIN. • • • • • • • • INTO METAL STRUCTURE = 3/4' MIN. • • • • • • • • �� C 2015 CONCRETE AT HEAD. SILL OR JAMBS Ya - 3000 P9 MIN. • •• • • •• • • •• drawing no. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ' ' ' ' ' W13-49 sheet 8 of�2 ••• • • • • 0:0 •• • • • • • • • • • • • • TYPICAL ANCHORS (' O SEE ELEVS. ,BY OR 2BY WOOD BUCK w FOR SPACING (SEE NOTE SHEET 1) METAL a ° - STRUCTURES fir__________________________moi n EDGE�Dist. _as/& •,CONCRETE 1/8"THK. :1 MIAMI-RADE COUNTY A'PR'D MULLION I Z 3 ..STAG ERED (SEE SHEET 6) I SEE SEPARATE NOA I ,� i P 3'KIgI MIN. 1 Q m KII: DIST. 3-1/8" I I (SEE SHEET ) I z STAGGERED I� 3-1/8" j� F NG 1 18 ii I STAGGERED 1 j� g 3 0 . __________ ________ 1 1 Z 0 �ch{ ado; A TYPICAL ANCHORS TYPICAL ANCHORS y Z 4 SEE ELEVS. SEE ELEVS. K b FOR SPACING FOR SPACING •• �I �I �I �I �I 0 • • lq p •• • • 10 I II it 11 I � U NN • • I I I I I I i t J J M°I •••• 11 I I I ' •• • • • 11 � I II 1' • • ' ' 1 P U MODUCf REVISED $ V1 • •• I I II i II ap17kSNT1Y ISS F1sA1► � •• • • • ,1 i' !' �' i' 11111111101111" O 12.0 ygj �f�IW"1• • ••• • •• II II II II Z (/1�a, • • a it h h I G� o yn 04• • _ •••• •• I II 000 I1 I1 I tEMlssl 13/1 ,p 17 N M N U I I 11 ? OQ O 1 I III •• •W• _ Z m • • W J • • WEFPAOLES: 0 3 3 m d •• • G • II •11 ' II Wt = 1-1/2" LONG NOTCH AT EACH END. i z 9, • ••I!• n II ln1 p 13 v • • W • I •4 h h h W2 = 3/16" X 3/4' LONG WEEP NOTCH AT 22" FROM ENDS rr U�w J ••••• W • 4 1 it AND 36" O.C. W° •• • W3 - 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS • i' I' 1' i' I' h. h ry it n AND 36" O.C. 11 it 4 h 'I W4 = 1/4" X1" LONG WEEP NOTCH AT 5" FROM ENDS I it AND 36" O.C. g 11 u I 11 11 s$ PILF. PADS: II II I II 11 LOAD BEARING SHIMS 14 4 OR P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 11 POURED h HARDENED 1-1 16" LONG X 7 16" WIDE X 7/16- HIGH tt HIGH STRENGTH GROUT 13 / / / °n B 18 NON-SHRINK,NON-METALLIC P2 = SELF ADHESIVE PILE PAD T'c = 5000 PSI MIN. 1° X 3/8" X 1/4" HIGH O 8 4 • ••• • • • • •• c u B 12 • • • • • • • •P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN z °o e P4 • •• • • A u• • 2-1/2" X 1" X 3/8" HIGH W4 • • • • • • �• • I° <m° PM= OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2H \ • •• •• n 2" LONG X 1-7/16" WIDE X 7/16" HIGH W3 I y 1^ Ergr:DAVM AIMAD 3 _. - - _ _ - 2 ... -FLA.PE/7059 g NOT APPROVEDU • MIT .3538 .CONCRETE 1 '!P3 FOR WATER RESISTANCE E (+) 5 • LQj(T(+)•LOADS • • • " 3 Kyle dlN. a .. j4 a 7.0 F • 70. PSF• • • • �rJ15' g �.:.•..+. Wi.W2 EDGE DIST. I '3—f/6"•',• _SILL HEIGHT VS•WATER'RESISTANCE EXi.?+) LOAD• i• drawing no. STAGGERED TYPICAL ANCHORS SEE SHEET 5 CHART 1 FOR DOOR CAPACITY W13-49 PI SEE ELEVS. sheet 7 of 12 FOR SPACING • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w a n PANEL WIDTH Z 3 TYPICAL ANCHORSQ I SEE ELEV. REINFORCING FOR$PACING AS REOD. SEE SHEET 5 O FOR CAPACITY TYPICAL ANCHORS a C D.L. OPG. EO SEE ELEV. Q O r!R u P2 FOR SPACING FSu Np1 7 5 Ir O C 0 ,r - - 0 0 o goo<� 11( .2... p 19 Ir:::•::•:::::::..:......:.:::::.i Q 1�qA {:•:::::eri...":i-_''iiia•?i:T - - - - 2 tl W j g 22 5 __ Ifi•3�......._.-i:.7iCiiTiiiiiI. - V o • • • •• -_= TS>;;iF.irE:iiii:(•i:'"irrrng_F. J J vO1i '•• • INTERLOCK o (/j ••• •• '• • • 17 6 2BY W BUCK 1O •• o - •1 'T- OR • F 000000 . . •• •• EXTERIOR SEE DE HEET 1 N •• •• zO •••••• p3 �o M •• •• a . •••• 301: n '.._tea: PANEL WIDTH Z m go ••• •• • • 1/4• IRAX. *00000 ODOR FRAME WIDTH(SEE Op TABLE) g o n ••• •• SHIM • •••••• SHIM 41 0 TJ�W J v W o f •• • • • •• /RODUC-f REVISED •••••• • • =ct� ERWIN T, gel 1111 0 8 0 8 n •.n •• ••• • • • • • •• `o_o �o • • •• • • • • • o m 00 00* 00 Emgr:AAVAD AHMAB 1 1 CIVIL 70j _ - FCA .3578592 • ••• • ••• • ••• J J }` • •• • • •• • • •• drawing no. ••• W13-49 sheet 8 of12 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ' - - ' ' ° ° ° ° ° PANEL VADTH REINFORCING ly, PANEL WIDTH AS REQD. FOR CAPACITY OH TYPICAL ANCHORS AND QUANTITY METAL ASTRAGAL INTERLOCK EXTERIOR D.L.O. Lu 'MCI 27 3 000 00 9: P3 PANEL WIDTH ° ° TYPICAL 41*416* .... DOOR FRAME WIDTH (SEE Dp TABLE) SEE EL&V 0000 SHIM D° Ld Rjfl21 CIVIL FLA P 0 70592 C A. 3535 00 900 :0 0*0 drowing no. 1/4"MAX. DOOR FRAME WIDTH W13-49 SHIM I. ° ° ° - 0:0 ITEM/ PART QUANTITY DESCRIPTION MATERIAL NAND./SUPPLIER/REMARKS v 1 E701 1 FRAME HEAD 6005-T5 - �4fta 2 E702 1 FRAME SILL 6005-T5 - n 3 E703 2 FRAME JAMB 6083-T6 - r;h 4 E704 2/PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 -5 E705 AS ROD. PANEL LOCK STILE 6063-T6 - 6 E706 AS REDD. PANEL OUTER INTERLOCK 6063-16 - G1' 7 E707 AS REOD. PANEL INNER INTERLOCK 6063-T6 - aXj v B E708 AS READ. PANEL MALE ASTRAGAL 6063-T6 - L C 111 4 9 E709 AS REOD. PANEL FEMALE ASTRAGAL 6063-T6 - Hy M 10 E710 AS REDD. GLAZING BEAD 7/16'LAMINATED GLASS 6063-T6 - 0 glel 11 E711 AS REDD. GLAZING BEAD 1"INSULATED CLASS 6063-T6 - Q' G 19 12 E712 AS REDD. SILL TRIM 6063-T6 OPTIONAL p 13 E713 AS REDD. 2'SILL RISER 6063-T6 - 0 Q� 14 E714 AS REDO. 2-3/4"SILL RISER 6063-T6 - 15 E715 AS REDO. FIXED PANEL CLIP(CONTINUOUS) 6063-T6 - f Cr SCO 17 E717 AS READ. INTERLOCK STIFFENER(FULL PANEL LENGTH) 6063-T6 - Q W AQ f 18 /10 X 3/4"HWH SMS AS REOD. FRAME ASSY.SCREWS ST.STEEL - 164 /1ij'FH SMS AS READ. PANEL ASSY.SCREWS ST.STEEL - • •• 1! /6%1/2•PH•SMS h/CUP• FIXED PANEL CLIP SCREWS ST.STEEL AT 3" FROM ENDS k 16"O.C. O • 2O #10 X 1-1/4"PAI SMS 17,FdLLER ROLLER INST.SCREWS - NOT SHOWN J x •• 21 AERrlIERShtIP AS REDD. FRAME AND PANEL WFATHERSTRIP - FIN SEAL.190 HIGH BY ULTRAFAB o • 22 E235 45 FWQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB p • 23 Q03 1E•NtdD!g GLAZING BEAD BULB SANTOPRENE ULTRAFAB. OUROMETER 6515 N n •• ••241 PR03-6001 2/MQV•!AVN TANDEM HYLON WHEELS IN ST. STEEL HOUSING - INTERLOCK(1/2'MTC. SPACER REOD.) c7 • 2 ••bPe•• 4/PANN. FIXED PANEL SKATE OELRIN • • 26 P�8 X 1/2"PH SMS 2/CU FIXED PANEL SKATE INST.SCREWS ST.STEEL o � • ••?' ••-• A41Rlfb! 3 PLY DUAL POINT LOCK ASSEMBLY - BY INTERLOCK 3 ra M • 26 so** AS6 Q�aD• BUMPON(SILICONE SPACER) SILK%NJE BY FRANK LOWE Q I • AS REDO. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 8015 SHORE A Z 3 I` 0 • O * ma •• ••• • •••••• • •••••• �_LkHJLW rno C wj • • • •• • • MODUCtRBV1f4ED wAMtI�wW MK FTormh SEALANT: oNtq •B ALL JOINTS AND FRAME CONNECTIONS SEALED WfFH 0 6 0 6 WHITE/ALUMINUM COLORED SILICONE. • Cr•IId " � oo-P3o Engr:JAVAD AW" i tl CML • ••• • ••• • ••• FLA.PE!.70592 • • • • • • • • C 3538 • • • • • • • • • • .. .. • .. f. . 015 � w•• • • • • • drawing no. W13-49 sheet�Q of�Q • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • h �^----5.058 3562-- 3.562 � O 0 .125 .130--{I-- •693 �� a 1.=07. 1.312 1.824 .93� '0� .9E7 y.105 .076 1648I .082 062I F--1.252 F-1.2521 Q R .094LlV yy 2,625 Q': -2.625----JGLAZING BEAO GLAZING BEAD 0 O7 FRAME HEAD O PANEL LOCK STILE t0 WSUL. LAM.GLASS 11 7/16'IAM.GLASS v 0�M O m App 1.4711-1 O PANEL INNER INTERLOCK 0 E O Q 11.144 .210 C 13 t- 0:gZ .062 3.562 .210 a� .068 Ja Z o '1- .210 `WW •• 1.9196 3.250 1 � 2.687 0 ! • •• • I• •• 2.717 .078 I .078 2.103 1-937 __ICC 1.648 n ••6100: • • 1.047 1.047 1.047 • • •••• • • .125 .066 J J N - •: ••• 5.532 • • • : $ u � o • 2.625 • ••••• 12 SILL TRIM 13 2" SILL RISER 14 2-3/4' SILL RISER 0 D000 1.9 8 1.823 J-0W IF ••• •i • 00000 O PANEL TOP & BOTTOM RAIL OB PANEL OUTER INTERLOCK z 0,a0 • 0 01 n � a • ••• ••• 0000 • • • • 2.248 • • ••0 0000 .915 Z 3� •• ••0 .125 0 • • .00000 �7 0 3 Z} � • lal •• ••• • 0000•• O aC, • 000000 .149 -�--� 1.494 W rn 062 J • O •DOW FRAME JAMB ••0• -1.540---i .076 0000•• O 0 • .125-T �+ 15 FIX. PANEL CLIP 17 INTERLOCK STIFFENER a G 1.998 2.067 ORODUC f REVISED o 6 € 1.139 1.n 2 (--- --3.687 �a'MibYiwU�1Me F7ar14 -S IL A +1I Acwpbm 14 .078 3.437 6ykMIM Uttt Q 1^-- -5.274 1.824 • • ,1 Cop" < x o n c • •• • • • • ema�r O FRAME SILL •• •• • 1b24 LI L • • • • • • • • 3.820 3.896 • •• •• • 01.6 • .078 Engr:JAVAD AHMADrA a g • • • •• • ••• FPE U j 70592 g • • • • • CAA 538 • . ! • s � a s . . . • . • . • . • .140 2.000 •• �• ••• :• .•• :• drawing no. W13-49 O PANEL FEMALE ASTRAGAL 6 PANE M E &STW& 1015 sheet'J�of12 ••• • • • ••• • • u � W m l/ 7 OZ W g Aad 0 m gaoog i �°��u¢ Jim .•q.. . d o • • • • Feu TOP ORN R W • •••••• • •• *00 • •• •• PANEL TOP/BOTTOM CORNER `/W ••••.• • • i F� • •••• ••• ••.• O 1OOM • • • •0000 Z 3 r N •• •.• •• • •.• • •••• .••• •••.•• g • z 0 !-1 • •..••• Wm � 004000 99000: 0 0 0 • . 18 VRo9UC1'REVISED reogljiq wll►Ik Fbr{p ob"Ht Aeg"t ftN. I ►w.✓as a.1Po1 .. ... . . . . .. En9r,JAVAO AHMAD i CML • ••• • ••• • ••• FU PE//70592 c _ • • • • • • • • CAN.J538 • • • • • • • • •� i• 0 00 i. � 00 i• 201` •.• • • • • • Browing no. FRAME BOTTOM CORNER W13-49 sheet 12 of 12 • • ••• • • • • • • • . . • • • • • •• •• • • • •• ••