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WS-19-1301
Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 10610 NE 10TH CT, Miami Shores, FL 33138 Contacts Permit NO.: WS-06-19-1301 1 Permit Type: Windows/Shutters ir4iassifrcation: Window/Door Replacement Permit Status: Approved Issue Date: 06/10/2019`I Expiration: 12/09/2019 Parcel Number 1122320280980 Raymond Neville Owner ALCO WINDOWS AND DOORS Contractor 10610 NE 10 CT LOREN FRAUTE 9550 NW 12 St 16A, Doral, FI Business: 888-877-2526 luis@alcoimpact.com Mobile: 7865540485 Other:3055620868 on Requests: cti Description: RETROFIT IMPACT 2 WINDOWS Valuation: $ 2,300.00 Inspection ti 4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $12.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $141.40 Building Department Copy Payments Date Paid Amt Paid Total Fees $141.40 Check # 1547 06/10/2019 $91.40 Check # 1481 06/06/2019 $50.00 Amount Due: $0.00 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 co struction and zoning. Futhermore, I authorize the above named contractor to do the work stated. Aut orized Signat n r . O _/ Applicant / Contractor / Agent Date June 10, 2019 Page 2 of 2 ��iq Miami Shores Village RECEIVED -�� g oval Building Department JN 06 1019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 By• Tel: (305) 795-2204 Fax: (305) 756-8972 ��y INSPECTION LINE PHONE NUMBER: (305) 762-4949 l FBC 20 ( � BUILDING Master Permit No. W<:-'-'- ^ 06 - I C� 120 PERMIT APPLICATION Sub Permit No. op UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS Folio/Parcel#: ) I - a--g 3 a - — b q So Is the Building Historically Designated: Yes NOOK Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 11y�V V %' Phone#: L b b J '- ` Address: 1 �o(,_-'1 0 Iv l0� Cit City: /V \ ` W� ,a �S�Oi`�,S State: Zip:, Tenant/Lessee Name: Phone#: :Jj?� , 6S �Cl 75 Email: cze\ r CONTRACTOR: Company Name: Arco W. r\A0W_S d• 1 n7or-, Phone#: Ea 9tj- �,V46 Address: !9 "!:;�So N W I Z 2& --*:7 16 /4 City: M orc�,� State:( Zip: Qualifier Name: L -o _A 2 Phone#: g68 9 ` 7— 20b State Certification or Registration #: C<-t C 15 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: City: State: Zip: �y.� v Value of Work for this Permit: $ �� O - Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ I (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Lv Signature � OWNER or AGENT The foregoing instrument was acowledged before me this dav of 20 by kwl o is personally kno me or ho has produced as identification and who did NOTARY PUBLIC: Sign: Print - Seal: oath. Notary Public State of Florida Kasha I Touzet My Commission GG 221739 6Xpires 06/27/2022 The foregoing instrument was acknowledged before me this day of / 0 ` by w personally known cyri me or who has produced as identification and NOTARY P IC: Sign: Print - Seal: id take an oath. flotery Public State of Florida Sasha I Touzet My Commission GG 221739 Expires 06/27/2022 APPROVED BY G l Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4/16/2019 Property Search Application - Miami -Dade County OFFICE OF THE PROPERTY APPRAISER �. Summary Report Property Information Folio: 11-2232-028-0980 Property Address: 10610 NE 10 CT Miami Shores, FL 33138-2102 Owner RAYMOND NEVILLE Mailing Address 10610 NE 10 CT MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,245 Sq.Ft Living Area 1,944 Sq.Ft Adjusted Area 1,971 Sq.Ft Lot Size 12,000 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2018 2017 2016 Land Value $294,269 $294,269 $219,010 Building Value $195,129 $195,129 $195,129 XF Value $4,755 ��$494.153 $4,792 $494,190 $4,831 Market Value $418,970 Assessed Value $494,153 $494.190 $418,970 Benefits Information Benefit Type 20181 20171 2016 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 8 BLK 6 LOT SIZE 80.000 X 150 OR 10529-1436 0979 6 Generated On: 4/16/2019 Taxable Value Information 2018 2017 2016 County Exemption Value $0 $0 $50,000 Taxable Value $494,153 $494.190 $368,970 School Board Exemption Value $0 $0 $25,000 Taxable Value 1 $494,153 $494,1901 $393,970 City Exemption Value $0 $0 $50,000 Taxable Value $494,1531 $494,190 $368,970 Regional Exemption Value $0 $0 $50,000 Taxable Value $494,1531 $494.1901 $368,970 Sales Information Sale PreviousE$605.000 OR Book - Qualification Description page 03/31/2017 30483-1719 Qua[ by exam of deed 07/27/2016 30173-2383 Affiliated parties 06/22/2015 $100 29697-2099 Corrective, tax or QCD; min consideration 26/2015 F $100 29606-4224 Corrective, tax or QCD; min consideration 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 County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.govrinfo/disclaimer.asp Version: CFN: 20190269952 BOOK 31425 PAGE 1234 f E:05/02/2019 09:16:07 AM NOTICE OF COMMENCEMENT VEY RUVIN, CLERK OF COURT, MIA-DADE CTY A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. I_I - 03 3a - OLi - 0618 2 STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following infon-nation Is provided in this Notice of Commencement. aa ,, Space above reserved for use of recording office 1. Legal description of property and street/address: R,I YYU i i _ C� -3 -m .3 FZ, 2. Description of improvement: 'Rn_a.— 9?3- -r- _ t- 1. i : 3. Owner(s) name and address: t� M. QS -FL3� Interest in property: 1iwkw Name and address of fee simple titleholder: 4. Contractor's name, address and phone number. cc j1V tll Arv. . t 5. Surety: (Payment bond required by owner from contractor, if any) u Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Own ,Ms) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By_ Print Name I Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI-DADE The foreg hstrument w kno le ed before me this 2L-day of� yam+lllrnaiviauauy, or µl as for onally known, or ❑ produced the following type of identifica n: Signature of Notary Public: 0. Print Name: (SEAL) •o� Notary public S f Florida VERIFI DATION PURSUANT TO S02TION 92.5 5 LORI DA STATUT Sasha I Touzet Under penalties of perjury, I declare that I have read the foregoing.and ,pMY Commission GG 221739 that the facts stated in it are true, to the best of my knowledge and belief. _osr►d` Expires 06/27/2022 Signature(s) of Owner(s) or Owner(s)'s Authorized Officer/Director/Partner/Manager who signed above: By 123.01-52 PAGE 9/17 By • Raymond Neville ' ...... .... ..... 10610NE10CT .. .. ' .. . ...... Miami Shores, FL 33138 . . . . ...... 1 living room bed kitchen bed 2 garage RECEIVED JUN 6 2019 BY: L3 Y 0 Miami .whores Village APPROVED E3Y DATE 701"'tIG DEFT E.31_ 0 G D F P T---U---_— t_l I , 1� V'n 7r (,I 11 e ALCO Windows and Doors Sales and Service 888 89? ALCO ' . . . . .... ...... .. . .... WINDOW / DOOR SCHEDULE:::::: ". ' :Goes: NeyiII�. .... "" .... . . Goes ..:.. ' Owner Name: =01)d • • Job Address: t dt0l� *�r 18 0 4 M OMi- � - 3I�Jg••':• WINDOWS/DOORS .'. 'MULLIONS...SIZE .: N (W x H) APPROVED PRESSURE pas / neg REQUIRED PRESSURE pos / neg IMPACT YES / NO PRODUCT APPROVAL NUMBER YES / NO • • • PRODUCT APPROVAL NUMBER 105ygx Y.;' +,I goga.1 31qx 5b,M + _ ab35a.I %—% SITE SPECIFIC WINDLOAD CERTIFICATE rAL-EAROOQ CORPORATION . . .... ...... 9360 Sunset Dr. I STE 220 1 Miami, FL 33173 T. 305.264.8100 1 F. 305.262.6978 1 www.afcettig'�drfl alfarbaq@afcerRf CdIN .... .... . . .... .... ..... Project Number: 115828-8081 Date Requested: 5/21/28*9012:28 PM: • • • • • • • Client: SASHA TOUZET Mailing Address: SASHA'TdbZET " ALCO WINDOWS AND ALCO WfNObWS ANC DOORS DOORS :...: • "' •' • 9550 NW 12 ST, BAY 16A 9550 4W 12 ST, BAY 16A : • • • • DORAL, FL 33172 DORAL,*k 13172 •"• • Project Address: 10610 ne 10 ct Job Name: RAY NEVILLE Miami Shore FL 33138 Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.03 Velocity Pressure Coefficient (Kz) 1.03 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 68.7 psf Velocity Pressure (Qz) 68.7 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Gcpi +/- .18 Notes Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2017 FBC. Design Trib. Area (ft Z) Zone 4 Zone 5 10 +48.6 -52.7 +48.6 -65.1 ZONE 4C'1 dn1D% OF LEAST HORIZONTAL DIMENSION ZONE 5= HEIGHT'H' FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT H u d d d d Valid Only with Engineer's Seal .MAY.2 1'2019 CAN (EB) #3538 © 2019, Copyright AI-Farooq Corporation 9550 NW 12 St Ste-16A Doral, FI 33172 s Quote # 158780 Phone: 786-554-0485 Fax: 000-000-0000 /� ALCO Email:luis@alcoimpact.com •••• Windows and Doors • • —+ $*IA* and 4arvk* --- • • • • • • • • • • • • •••.997.251�9 • • • • .,, _........ .. ........... • • • • Prepared by: Alco Windows And Doors Llc Client Name: Luis Alvarez • • • • • • • • ; • • • •; Job Name: Ray Neville Client Address: 9550 NW 12th St Unit 16A Doral, FL 33f)pf * • • • • • • • • • Rep: DP •••••• •••• ••••• ..,.... Mark Qty Product Width Heighi 1 1 MG-1000 LMI i 105 25' 80 5" t...... _ . _..... ....._._ Glass 1 /4 GRAY HS + 0.090 PVB + 1 /4 CLEAR HS __. .........;..... ._..........._.....__ ... ..__... _........ ............ ........ Config Frame Screen 90 QtXfsQ.iemax Pressure �• XO White No No ;••••471.1J�71.1 . ...... ........ • • • • • • • • ..................... _..... .........,._... ....................•......_•............. �. —105 1 /4" Looking from the outside; C D o ark Qty t ProducWidth Height Config Frame Screen �K . .� .. _.r .., .. ..... n 2 1 MG-200 LMI 36 75 50,25" EQUAL White Yes .......... '..... Glass 1 /8 GRAY HS + 0.090 PVB + 1 /8 CLEAR HS ...... .._....._ _ _ ......._ _ ......... .......... _.... .................. . ......... M O Lr) d d' N �-- 36 3/4" -� 4/13/2019 Page 1 of 2 BCIS Home Log In € User Registration I Hot Topics Submit Surcharge Stats & Facts db a P oo Product Approval USER: Public User Product Approval Menu > Product or Application Search > A�piication List > Application Detail FL # r Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL19092-R2 Revision 2017 Approved �ililt - F*ito I*. QE=! Publications 1 Contact Us BCIS Site Map •!• Links Search • • . . .... ...... • •••• •••• • • • • • • •••• •••• ••••• •••••• •••• ••••• • • • • • •• •• •• • •••••• • •••••• • • • • • • •••••• •••••• • • • • • •• • • •• • • •••• Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL19092 R2 COI SS-MG-1000 Alum SGD (LMI-SMI)-CI 2017.pd Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Qate Validated Date Pending FBC Approval Date Approved summary of Products FL # ... -...... _.._._._..... _............ ...__..... _.........__ 19092.1 02/06/2018 02/06/2018 02/15/2018 04/10/2018 Model, Number or Name ...................................... _.......... _............. .... _.. _............. _. MG-1000 Aluminum Sliding Glass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +120/-140 Other: See installation drawing W15-83 for span vs load combinations and installation details. 19092.2 MG-1000 Aluminum Sliding Glass Door • •• • ••••• ....................................... .............................. ...........• . Description 000000 _.... _............ ____ _ •••• •••••• • YY•• • •• ...........•......._.__..........r••••• ............ Large missile impact resistant aluminum sliding glass door. •••• •••• ••• • •j • Installation Instructions • • • • • j FL19092 R2 II SS-MG-10d!VAIJA SGD (&M -'2011 DWG • • •. • • W15-83.odf •••••• • •• Verified : By: ]avad Ahmad 7:592• • • • • 616: • Created by Independent Third Party: Yes •""• • Evaluation Reports • • • • • •1 • w • • FL19092 R2 AE SS-MG-100eAlurrf SGD (L 1I -A 2 IZ_- f • Created by Independent Third Party: Yes • • • • Small missile impact resistant aluminum sliding glass door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19092 R2 II SS-MG-1000 Alum SGD (SMI)-2017 DWG Approved for use outside HVHZ: Yes W 15-103.pd Impact Resistant: Yes Verified By: ]avad Ahmad PE #70592 Design Pressure: +120/-140 Created by Independent Third Party: Yes Other: See installation drawing W15-103 for span vs load Evaluation Reports combinations and installation details. FL19092 R2 AE SS-MG-1000 Alum SGD (SMI)-PAE 2017.12df Created by Independent Third Party: Yes Bacic -1-11 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CCMy I ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEA/EL•OPMI!4-F•* ••••;• ...... .. . ...... PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D"' •�•� ��:•�• •••••• ♦••• •.1.• P�.19Q92 ..'..' ..•... ••:Date:02/04/18 • Detailed Product Description: • • ;...;. "'•" Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 ••:••� Model Name: MG-1000 ALUMINUM SLIDING GLASS DOOR Maximum Panel Width: 60" Maximum Frame Height: 120" Maximum Load: +120 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W15-83 This product complies with the High Velocitv Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Leakage Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E331 Water Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. OR ASTM 547 & Penetration Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. TAS 202 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory 10/23/2015 8592 Idalmis Ortega, P.E. 10/23/2015 8596 Idalmis Ortega, P.E. 10/23/2015 8593 Idalmis Ortega, P.E. 10/23/2015 8591 Idalmis Ortega, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: PJ PU A;q4' 1 o, O .\�'.'� Javad Ahmad PE # 70592 3l% AI-Faroocl Corporation EB # 3538 Sealed:2/5/2018 �N��,�,,� Goes • G G • •• • GG•G • • • • • • G • • • • G • G • • • • • . • eGGG•e •000. • G GGGs•e e G e G 0000 0000 ••••• ooG•Ge 00G0 oe•Go GG •G •• • ••eoGe • • G • G GG • • sG • • • • • 1235 SW 871h Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com �7 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT February 5, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. MG-1000 Aluminum Sliding Glass Door - L.M.I MG-1000 Aluminum Sliding Glass Door - S.M.I Certificate of Independence . . .... Dear Sirs, ••�• ...... •••• �. As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the p'roclacl referenced 006 above, I do hereby declare that I do not have and will not have any financial.laterest ip.apy ;••••; company manufacturing or distributing the above referenced product, nor do•I+rave or whhav; ••••• any financial interest with any other entity involved in the approval process ofi1W0rodu0.':'. .. .. .. . ...... . . . . ...... Sincerely, •'• :....: PUS IAknjg1O No 70 2�/�, ',- - O..... °� Sealed:2/5/2018 Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com DESIGN LOAD CAPACITY - PSF JAMBS W/O ANCHORS JAMBS WITH ANCHORS STD. ASTRAGAL STD. ASTRAGAL REINP. ASTRAGAL AVERAGE PANEL WIDTH DOOR FFAME HECK GLASS TYPES 'A' A: 'Al' GLASS TYPES 'El' k 'Bl' 'C' A: 'CI' GLASS TYPES 'A' k 'AI' GLASS TYPES B' k 'Bl' 'C' k 'Cl' GLASS TYPES 'A' & 'Al' INCHES INCHES EXi.(+) ANT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30 100.0 100.0 00.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 BO.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 82-7/8 100'0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 71.1 71.1 88.9 88.9 80.0 50.0 106.7 124.4 60 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 84 100.0 100.0 80.0 80.0 100.0 100.0 50.0 90.0 120.0 140.0 48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 1 120.0 140.0 54 88.9 88.9 71.1 71.1 88.9 88.9 00.0 80.0 1 106.7 124.4 60 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 90 100.0 100.0 80.0 BO.0 100.0 100.0 80.0 80.0 120.0 140.0 48 100.0 100.0 BOA 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 98.9 88.9 - - 88.9 88.9 - - 106.7 124.4 60 - - - - - - - - 96.0 112.0 30 100.0 1GO.0 80.0 50.0 100.0 100.0 80.0 80.0 1 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 96 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 58.9 88.9 1 - - 88.9 85.9 - - 106.7 124.4 60 - - - - - - - - 96.0 112.0 30 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 48 02 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 50 - - - - - - - - 115.2 134.4 52 - - - - - - - - 110.8 129.2 54 - - - - - - - - 100.7 124.4 56 - - - - - - - - 102.9 120.0 30 36 100.0 1 GO.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 - - 100.0 100.0 - - 120.0 140.0 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 48 50 108 100.0 100.0 - - 100.0 100.0 - - - - - 120.0 115.2 140.0 134.4 - - - - - 52 - - - - - - - - 110.8 129.2 30 - - - - - - - 12TT 1 .0 36 - - - - - - - - • 120.0 140" 42 114 - - - - - - - - 120.F 1 .0 48 _ _ _ _ _ _ _ _ • 120..9 140" 115.2 134.4 120.0 140.0 120 '•• •W0 14 48 _ _ _ _ _ _ _ •_ • rj�0.0 14 EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR • CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS SEE SHEET 6 FOR TWO PANEL (XX) DOOR LIMITATIONS. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 }20.0 1�0.0• • • • • • • • • • • • • AVERAGE PANEL WIDTH - D06R FRAMLO WIDTH NUMBER OF PANELS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 FOR THE GLASS TYPE USED. STEP 3 USING CHARTS ON SHEET 4 SELECT HEAD ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. STEP 5 FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 8 DETERMINE MIN. AND MAX. GAP DIMENSIONS. THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-1000 (L.M.1.) ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 28Y WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDEO HE/SHE DOES NOT DEVNTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SMALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 0- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #19092 to04.0 C �� y h f• • L�R �" 0t 14 0aoo8 coH �mz0 aWz IL IM 0 a mf � Z N J � IO � N o o O � O 0 H rn Z n i �-ID 0 ON M m r 0 j J On z. o z � o p EOo J v N W J 2 M �D m w _ ND. 70592 _ 8 h'4 drawing 3 .�Ga: W 15-8 • • • • • • • • bemea: uoTzuTtt • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090' Interlayer .090' Interlayer SentryGlae Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS w C ¢ r r m �m n G4 ' i G3\ =m G4 I G3\ (a n g SILICONE DOW CORNING 795 mo DOW CORNNG 995 G7 AT 1/4 POINTS ON LRES WIDER THAN 36" ONLY GLASS TYPE 'A' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4' HEAT STREN'D GLASS 090" Interlayer SenlryGlas By 'Kuraray America, Inc.' 1/4' HEAT STREN'D GLASS SPACER ALUMINUM C i m (6063—T5) N i G4 G3 1 1 1 I I SILICONE DOW CORNING 795 DOW CORNNG 995 m 0 F. w 1 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 1-3/16" OVERALL INSUL. LAM. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 ew C� 1 AT 1/4 POINTS ON LLTES WIDER THAN 36' ONLY GLASS TYPE 'B' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8' AIR SPACE 1/4' HEAT STREN'D GLASS 090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/4' HEAT STREN'D GLASS SPACER ALUMIUM (6063N TS) 1/4" HEAT STREN'D GLASS .090" Interlayer �Soflex Clear And Color Glass By 'Eastman Chemical Co.' \ _1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 O K DOW CORNNG 995 jl�_Jj C1 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'C' 9/16" OVERALL LAMINATED GLASS 1/4' TEMP. GLASS 3/8' AIR SPACE 1/4' HEAT STREN'0 GLASS 090" Interlayer Saflew Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS o SPACER F ALUMINUM z m (6063—T5) i G4 G3 � � I v11 11+I,tJ SILICONE SILICONE 61 DOW CORNING 795 DOW CORNING 795 w DOW CORNING 995 DOW CORNING 995 o: ¢ 0 0 • "POINTS' • • • • • • • , AT 1/4 POINTS ALL SIZES > a c, AT i/4 µL �IZEi . . . . . FL #19092 • • • • • • • • • • • GLASS TYPE HI' • • • • • • • • / GLASS TYPE 'Cl' 1-3/16" OVERALL •• ••• •• • • • •• ��� _ 9 INSUL. LAM. GLASS 1-3 16" OVERALL INSUL LAM. GLASS •'�(•,ENS.' c••® r o No.70592 s S GLAZING QVT• • • • • • • • • • • • • • • • • ® •' 3 drawing no. ••• :• ••• .0 ••• .•. .. RIDP;.:'�'`a`�` W15-83 ryy710r ALj,,% sheet 2 of 12 • • • Sealed: 2/5/2018 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLUSTER OF 4 ANCHORS AT UNANCHOREED 7 JAMB $/ V UAY HEAD ANCHORS CLUSTER OF 3" MAX. r+ 6, 8 OR 10 HEAD AT INTERLOCK/ASTRAGAL CORNERS _ (SEE SHEET 4) HEAD ANCHORS 192" -- DOOR FRAME WIDTH ,I II % �I W !E II RRLL O W G a p I� I� -- - t 0 V 1� II _ II II II I I II II B I I _ 1 I I 42 1 /8" I I I 42 1/8- I I 1 1 1 1 FALSE MUNTIN D.L.O. D.L.O. .L ANCHORS OPTIONAL 1STER OF 2---I 49 7/16" NANCHORED JAMBS -- PANEL WIDTH 49 7/16" PANEL WIDTH ,LAMB OPTION W/O ANCHORS (108" MAX. DOOR HEIGHT) �� •, •�,I (MAX. DESIGN LOADS - ±100.0 PSF) • • �'•�-•' • • • • ��•-�--� SILL ANCHORS • • • • • • • • • • CLUSTER OF • • • • • • • • DAYLITE OPENINGS WIDTHS: AT INTERLOCK/ASTR•0•L 000 • • • q•YFICAb ELEVATION PANEL WIDTH - 7.313" TESTED UNIT DAYLITE OPENING HEIGHT: PANEL HEIGHT - 8.0" • • • • • • • • • •• • • • • • • • • PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" • • • • • • • • • • • • • • • •• • • • • •• • MAX. FRAME AREA OF S.G.D. SHALL NOT • •• •• • • •• • •• • •• • •• EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. k JAMB ANCHORS SILL ANCHORS 'v I v> O�m J q • q ry i 0 90— " IL It 0 OM, v0 000 8 0 at2 Q �h0 �LLm ZUI_ JZ,gU O Z °0 — m o 10 o Y n 0 La to N 3�t Z K H Qtn� Y m I J N J O vp p L7p J v C N u j J CORNER �,"- �_•'VOEN � N Y o o � No. 70592 :0 T drawing no. ",�5;'••z°.Ot•' ��`�'` W15-83 FL #19092 //�, NA.L1� `��\ sheet 3 of12 Sealed: 2/5/2018 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • HEAD ANCHOR LOAD • • • • • • • •• • •f• ````�P®111�����' J Ai ��•• ... • • _� NO.70592 _ s • • • T�•• •{y • • • ! �,® • • f r • • • � o •.• ST � '-,,'`�,s;••. 10�.• FL #19092 �' S10,AL,, ' '110 1111�` �� A� ,Y m n A� 0 qa8 A G JL F Z n Of g•p Q x a/ D C) OJ C OGH- �n,>M R) D GO, o Q �ZJ�J a W J LL �y4 z U) �E ZQ Q W O1 f ^ J C, N D z N � a3 p I O U m Z - m al r O Y Z 3 •� N OC F O m S 7 m � I In J v J v OC w ims oc U d O p� C u o c f a I $ o o ~ a 3• • • • • • drawing no. �W15-83 Sheet a oT12 CAPACITY - PSP SHIM SPACE 1/2" MAX. SHIP 3/8' MAX. SHIP 1/4' MAX. SHIM ANCHOR TYPE ANCHOR TYPES 'A', 'B' 8 'C' ANCHOR TYPE 'A' ANCHORS 'B• h 'C' ANCHOR TYPE 'A' ANCHORS 'B' k 'C' DOOR FRAME 6 ANCHORS At YTO. SAI,B 6ND3 8 ANCHORS AT Y7C. STILE ENDS 10 ANCHORS AT YTG. 571EE ]D7O3 8 ANCHORS AT MTG. 3171E ENDS 8 ANCHORS AT YIC. STILE ENDS R ,07CROR3 AT YTG. STILE ENDS 8 ANCHORS A7 YTG. Stf1E Y7D5 8 ANCHORS AT YTO. SIDE ENDS R ANCHORS A7 YTC. SW ENDS a ANCHORS A7 YTG. SIDE ENDS PANEL N1D7H RICHES HEIGHT RICHES EXT. (+) INT. - EXT. (+) INT. - EXT. W. - INT. - EXT. (+) INT. - EXT. (+) WT. - EXT. (+) INT. - EXT. (+) WT. - E1(T. (+) INT. - EXT. (+) OR. - 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 82-7/8 140.0 140.0 740.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 128.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 54 174.3 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 60 102.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 740.0 140.0 140.0 140.0 42 � 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 54 112.8 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 60 101.5 112.0 712.0 112.0 112.0 112.0 112.0 712.0 112.0 112.0 30 140.0 140.0 740.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 110.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 90 135.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 54 105.2 12{.{ 124.4 121.E 124.4 124.4 124.4 121.6 124.4 124.4 60 94.7 112.0 112.0 109.4 112.0 112.0 112.0 109.4 112.0 112.0 JO 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 740.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 96 128.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 111.0 140.0 140.0 128.3 140.0 139.4 140.0 128.3 140.0 140.0 54 98.7 124.4 124.4 114.0 124.4 123.9 124.4 114.0 124.4 124.4 60 BB.8 112.0 112.0 102.6 112.0 111.5 112.0 102.E 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 139.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 740.0 140.0 42 119.4 140.0 140.0 137.9 140.0 140.0 140.0 137.9 140.0 140.0 48 102 104.5 139.3 140.0 120.7 140.0 131.2 110.0 120.7 140.0 140.0 50 100.3 133.7 134.4 175.9 134.4 125.9 134.4 115.9 134.4 134.4 52 96.4 128.E 129.2 111.4 129.2 121.1 129.2 111.4 129.2 729.2 54 92.9 123.8 124.4 107.3 124.4 116.8 724.4 107.3 124.4 724.4 56 89.5 119.4 120.0 103.5 120.0 112.4 120.0 103.5 120.0 120.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 131.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 108 112.8 140.0 140.0 130.3 140.0 140.0 140.0 130.3 140.0 140.0 48 98.7 131.6 140.0 114.0 140.0 123.9 140.0 114.0 140.0 140.0 50 94.7 126.3 134.4 109.4 134.4 118.9 134.4 109.4 134.4 134.4 52 91.1 121.4 129.2 705.2 129.2 1143 129.2 105.2 1 9 129.2 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140� 140.00 0 r40i • 38 124.8 140.0 140.0 140.0 140.0 140.0 140.0 140. 140 • f140. • 42 114 106.8 140.0 740.0 123.4 140.0 134.1 140.0 123.1 140.0• • 0400 • 48 93.5 124.E 140.0 108.0 110.0 117.3 140.0 108. • 1;4111 • • 140.0 • 50 89.7 119.6 134.4 103.7 134.4 112.7 134.4 103.7 134.4 134.4 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 120 118.4 140.0 140.0 736.8 140.0 140.0 140.0 1f8� 4q.0• 140.0•42 101.5 135.3 140.0 117.3 140.0 127.4140.017.3 �4(, .04048 88.8 118.4 140.0 102.6136.8 111.5140.0 •102.6 036.80 60400 0 • • • • • • • • • • • • Sealed: 2l5/2018 • • • • • • • • • • ••• • • • ••• • • �y6U Z H J O f y p W Z t R Ooo`� o n N XO (SHOWN) XX (SHOWN) p LL OX O C�oW� 0LLooap, NOTE: 0 rc i g x 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. Q W , LL n 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN LL 2 a - n SHEET 1. J 682 U o- Q Z M!5 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. Wmx „ O XOX (SHOWN) U m � Z i 0 0a, a O Z N _ 3 c� -ks Z ���LL O N N J O 00 V, =1E XXO (SHOWN) o_ p J I d'- W J i � O K 1 i N L ;9F OXO (SHOWN) c u 4 0 •• ••• • • •so FL #19092 vg '�nuuurrrrri c— � a r'' uGEN,�' •.• � IL OXXO(SHOWN) • • • • • • • • • • • • • :S�� drawing no. APPROVED CONFIGURATIONG • • •• • ~'••.R`.•'C�,W15-83 �A®Y11AQ.`����� sheet 5 of 12 ••• • • • • ••• • • Sealed: 2/5/2018 • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS �y IN PAIRS IN PAIRS SEE ET. 1BY OR 2BY SEE ELEV. N .. FOR SPACIN WOOD BUCK a FOR S74. Q4n EDGE GIST. " MIN. w� STAGGERED " 3 i EDGE DIST. MIN. CONCRETE IQ f ? R en a 91AGONAL _ H S N STAGGERED 3 NSI MIN. 4 Ci O \� �� ' DIACONAL.. 0 O o o U St •� IL O ' E5 age g papo� A G5 © C •b� lu n d'rci9 G1 IN I Q W� LL N ' E2 G9 I� ___ _- — j Ir WEEPHOLES: J � ro a j E6 ii i W1 = 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" Q wmi J IL= FROM EACH END AND 16" O.C. i ii i 1 W2 = 1/4" X 1-1/2" LONG WEEP HOLES ? m i I I j i (1) AT FIX. PANEL yy�T o I I l i i (3) AT MOV. PANEL Qo o I u 0 oh 3 R I i i i S2 W O x = E W 00 c E" 11 J _j F i.i. a N m 3�e o W I I o Z Y s 0 I a 0 0 l i °o i I I FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS N p REQUIRED AT TWO PANEL (XX) DOORS ONLY 0 co L WITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF FOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF 0 FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF i l I 1 i i I I I i M6 in 0 4�r==Jl r= LU M1 II I 11 II II 11 u 81 l El I II 11 II II !{I I I V I h 2 B E9 W1 cv •• •• . • • • ' 11 n = II = o CS N = • • • '^ g c rn • • • I 0 141 ' •• ••• •• \ \1 III /// / h \ / CQNCRETEPOURED h HARDENED CONCRETE G2 ES c 3 KSI plla HIGH STRENGTH GROUT • • • j KSI OI� _ No. 70592 - NON -SHRINK, NON-METALLIC •� m • • • • • • - - c s �^ Yc 5000 PSI MIN. • • • - �= EDGE DISf. NOT BY MR. GLASS • • • • • • S GD E T, MUST TRANSFER SHEAR G o LOADS TO STRUCTURE • • • • • E • • AL • ��Q OF drawing no. W2 TYPICAL ANCHORS TYPICAL ANCHORS FCORIO�'. •'• IN PAIRS IN PAIRS / S , W15-83 FOR SPACING OR SPACING SEE ELEV. SEE ELEV.FL # 19092 ' ////S��WAL\�� Lsheet 6 0112 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD STRUCTURE EDGE DISi. I I r STRE AGGED DAGRI (4j I I � U Z �S \J K N TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 5/16' DIA. ULTRACON BY 'ELCO(Fw177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) DIRECTLY INTO CONC. OR BLOCKS 2" MIN. EMBED INTO CONCRETE (JAMBS) 2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) TYPE 'B'- 5/16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED (HEAD/SILL) TYPE 'C'- 5/16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) • • • • • • • • • • • • • • • • • • • • • STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) • • • • • • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE • •• • • •• ••• • • • • •• • • • • • ••• • • • • • •• • INTO CONCRETE AT HEAD/SILL = 2-3/16" MIN, INTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. • • • • • • • • • INTO METAL STRUCTURE = 3/4" MIN. * • WOOD AT HEAD OR JAMBS SG 0.55 MIN. • • • • • • • • •• • • • • • • •• • • • • • CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • DIAGONAL u� n METAL �I STRUCTURES la 1/B" THK. Z F.B.0 APPR'D MULLION 1 O f " gggqgg SEE SEPARATE APPROVAL II H g O I II :E t N 0 I a S p^ O n ` V a N 13 a.+ OGm"'LL w o wN Crcz 8 \� Q a o o N 5 1N TYPICAL ANCHORS TYPICAL ANCHORS Q W. H IN PAIRS IN PAIRS 16 Z C SEE ELEV. SEE ELEV. 3 O rp Q FOR SPACING FOR SPACING Q W m W O Z J — W" Vf Of 3 0 0 ~ o z h rn Z n 3 zi O N Y 0 C) m 1 N3v'0: s zo C> J v 7 moose FL #19092 '..•'�GENSF •'•® o � • o � No. 70592 n ~ O drawing no. ....... W 15-83 Sealed: 2/5/2018 TYPICAL ANCH!,RS n euruncrn loos SHIMS E1 UNANCHORED JAMB UOS SIUCONE DOW CORNING 790 1/4' MIN a DEPTH - 3/8" MIN. 3/4' MAX. GAP MAX. DOOR FRAME WIDTH SEE NOTE BELOW NOTE: MAX. MOVEMENT CONSIDERED-100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILTTY OF SEALANT TO SUBSTRATE 8: WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4' MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. #14 X 2-7/8' FH SOS AT • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OREINF. ASTRAGAL �PJ-'ucErT o No. 70592 8 drawing no. W15-83 FL #19092 Sealed: 2/5/2018 N TYPICAL ANCHORS Z n j FOR SPACING O O r M Q IL x n h IL S � O �Dto.�.� ci V �p Q 400� C ot. TYPICAL ANCHORS X PICAL ANCHORS K iOJaSEE ELEV. E ELEVWy FOR SPACING R SPACING STRUCTURE U �t �- EXT. m ? 2 �To.�- LOAD BEARING MAX. DOOR FRAME WIDTH 1/2' MAX. SHIMS o 0 LOAD BFARING v� Z n 1/2" MAX- MAX. DOOR FRAME WIDTH SHIMS LOAD BEARING SHIMS '� L, Z � � � w (n Y TYPICAL ANCHORS rn 00 o SEE ELEV. DRILL NO 7 N m FOR SPACING O AND TAP FOR 1/4'-20 In 3 1` 5z g _p CO0- n I 0W J SET SCREW 1/4"-20 x 3/4" 0 w AT 4" FROM TOP k BOTTOM AND (2) AT MIOSPAN AT 6" O.C. 0 u a •• ••• • • • • • •• g o V o VERTICAL SLOT • • • • • • • • • > o 0.257'0 x 1/2" LONG CENTERED • • • • • • • • • • • WITH THE SET SCREWS. • • • • • • • • • • • • • • • • • `````11111 I��Y'/', 0 1/2- MAX. MAX. DOOR FRAME WIDTH �` P� .•....: �@>�ii� i •� o LOAD BEARING �,.•' VCENS 'V 61 SHIMS o n • • • • • • • • • No. 70592 • • • • • • • • ' ©'• 3 drawing no. FL #19092 ���Y,S,�o [A61k `� sheet g of12 JedIUU. Oo/LU 10 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 5."1.25WO 5 1. 2.6I25 I E,) FRAME HEAD/SILL .125 412 1.370 E2 FRAME COVER 1.467 075 2.625 ]] IA -•i F-�.500 E3 JAMB COVER 5. FRAME JAMB 2.835 090 .075 1.467 III� .060 THRESHOLD/JAMB CAP .417Url I .452 1 r .110 1.000 .547 4.000 3.050 L F J� 3.633 , A I .080 b-2.250-- i U- 6) PANEL RAIL/STILE r1.605-1 .125 2.492 2.635 I� 2.412 7/ PANEL INTERLOCK 055 241 J.840 F� 6. INTERLOCK COVER 1.370 4112 .628 1- TRACK REINF. E14 SILL RISER (OPTIONAL) .452 2.000 2.547 LF 4.633 .080 E15 SILL RISER (OPTIONAL) CORNER KEY r 2.000 -1 .750 2.750 ALIGNMENT CORNER ST. STEEL -�j .855 .2301 r 950 I .06 } .950 I I , 073 } �I .633 I -� �.657 E11 GLASS STOP (LAN 1.700 II .06 �I 1.135 E13 • �¢ • • •• 1.730 125 1 550 • • • : • • • • • • • • • . • • i.siD • • • • • . • • • • • •• • • • • • • • • •. . .. E,3 STD. ASTRAGAL E12 GLASS STOP (INSUL. LAM. FL #19092 Ulu n m I m F q� Z Q d 6 O O a'QyNI C Ccy GN� 0ao08 4 &AZo n Q w w 4 o J SEE J Q z 0) CJ m J m Q Y a n V, Z n Z O m ovM1m O 0 c tn3�Y _g � z. I W J om mnomW 'P•' •VGEN�c' •.. �' No. 70582 _ �• - •fit= S $ b •' drawing no. • • • • • • . • acd1cu. OJILU IO • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEALANT: �Y■V ALL JOINTS AND FRAME CONNECTIONS SEALED WITH N WHITE/ALUMINUM COLORED SILICONE. Zr m A J 0 Z LOCKS: n < SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK AT 38-1/2" FROM BOTTOM 19 0 0 .�.. 0 w N u FASTENED TO LOCK STILE WITH d 1Nwu (2) 10-24 X 1/2" FH TC MS � 0 C 0 n SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM U M r 0 a FASTENED TO LOCK STILE WITH (2) 8-32 X 2-5/B" FH MS 0 w 0'0 01 g SURFACE MOUNT METAWC KEEPER FACING LOCK AT 38 1/2" FROM BOTTOM Q L 0 C ~ FASTENED WITH 0 d b s (1) /t4 % 2-7/8' FH SOS AND m K Z 0 n (1) 12-24 X 1/2" PH MS LL Z H ro zA Q W 01 f y� F O U Z — o0 (/1 0 O O ~ o n Z n v 3 C2 8 z W In BE 7 0 vl ;; X OO a M m 00 J O J a3E}Y N o o ZIJn c�oJR 1 N C3 K J O 0 u c • o_ o •• ••• • • • • • •• III ITIY�' • • so* • • • • • • • so `\\\\1II o � • NO.70592 -_ a drowino no. • • • • • • • • • • • • • O '•,. ST E —83 FL # 19092 '�Y19104AL,, sheet 11 of 12 ITEM / PART / QUANTITY DESCRIPTTON MATERIAL MANP./SUPPLIER/REMAKES E1 1000-E-1001 2 FRAME HEAD/SILL 6005-TS - E2 - AS REOD. FRAME COVER 606J-TS 6063-TS - E3 - AS REOD. JAMB COVER E4 1000-E-1002 2 FRAME JAMB 6063-T6 - E5 1000-E-1005 AS REOD. THRESHOLD/JAMB CAP 6063-TS - E6 1000-E-1010 AS REOD. PANEL RNL/STILE 6005-TS - E7 1000-E-1011 AS REOD. PANEL INTERLOCK 6005-TS ES f000-E-1018 AS REOD. INTERLOCK COVER 6063-TS - E9 1000-E-1007 1/ MOV. PANEL TRACK 6005-TS - E10 1000-E-1013 AS REOD. REINF. ASTRAGAL 6005-T5 - E11 1000-E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 6063-TB - E12 1000-E-9002 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 8063-TB - E13 1000-E-1012 AS REOD. 5T0. ASTRAGAL 6005-TS - E14 MGR-1014 AS REDO. 3-5/8" SILL RISER 6063-T6 OPTIONAL E15 MGR-1019 AS REOD. 4-5/8' SILL RISER 6063-TB OPTIONAL Ct W71325NK AS REOD. TRI FIN PILE W�STRN'PING - ULTRAFAB G2 - AS RE00. COMPRESSION GASKET EPDM DUROMETER 7035 SHORE A C3 - AS REOD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70i5 SHORE A G4 - AS REOD. WEDGE GASKET EPOY DUROMETER 70t5 SHORE A GS E516 AS REOD. AIR SEAL GASKET SANTOPRENE ULTRAFAB GB E238 AS REOD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB GB - - 1/4' THK. FOAM PAD POLYETHYLENE - G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIGE - G10 - - AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE - G11 - AS RE00. SETTING BLOCKS EPDM DUROMETER 80f5 SHORE A Al - - ALIGNMENT CORNER ST. STEEL - AJ - - CORNER KEY 6063-T6 - L1 P501-7002 - 2 POINT MORTISE LOCK lk HANDLE - INTERLOCK L2 P501-7102 - 2 POINT MORTISE LOCK k HANDLE - INTERLOCK L3 PS01-1005 - ADJUSTABLE STRIKER - INTERLOCK LS - - LOCK REGEVER 6063-TS - M1 - 2 PANEL ROLLER ASSEMBLY AT 9' FROM ENDS 5T. STEEL/ACET FASTENED WITH (2) 12-24 % 3/4' PH MS M6 - AS REOD. PANEL GUIDES NYLON - M7 - AS REOD. PANEL GUIDES NYLON - S1 /12 % 1 1/2' 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SOS 52 10-24 X 1/2" AS REOD. INTERLOCK FASTENERS, AT 6' FROM ENDS AND 12' O.C. ST. STEEL PH TC MS S3 /8-18 X 1/2' AS REOD. LOCK REGEVER FASTENERS AISI 304 pHIUP PH SMS St 1/t-20 X 1/2' !S RE00. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS ••• • • • • ••• • • Sealed: 215I2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S4 Al PANEL TOP/BOTTOM CORNER •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • •• • • • • • • FL #19092 J ' m No. 70592, ' T drawing no. "' ' • • • • • • • • Sealed: 2/5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t ug`J BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats &Facts Publications Contact Us BCIS Site Map Links Search db���� Product Approval ' r USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL20352-R2 L +L + 11 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative • • • • Address/Phone/Email • • • • • •••• •••••• • Quality Assurance Representative •••••• • •• • •••••• Address/Phone/Email •••• •••• • • • • • • • • •••• •••• ••••• Category Windows •••••• •••• ••�••• Subcategory Single Hung • • • • • •• •• •• • •••••• • Compliance Method Evaluation Report from a Florida Registered Qrci'tect orap Licepsed FlorWj Professional Engineer • • • • • • • • • Evaluation Report - Hardcopy ReceiVb9 • :Go**: • • • • • • Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL20352 R2 COI SS -Series MG-200 Alum Single Hung Win ow(LMI-SMI)_ CI 2017.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 { FL # ..�..................................................................................__...__......................_........_........... Model, Number or Name _...__............................................................................. Description _................... _.................... _._..... _._....... 20352.1 Series MG-200 Aluminum Single _._.............................................. _._.___........... _... ... Large missile impact resistant aluminum single hung window. Hung Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20352 R2 II SS -Series MG-200 Alum Single Hung Window LMI)-2017 DWG W16-20.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-140 Created by Independent Third Party: Yes I Other: See attached drawing W16-20 for span vs. load Evaluation Reports combination and installation details. FL20352 R2 AE SS -Series MG-200 Alum Single Hung Window (LMI) -PAE 2017.Ddf Created by Independent Third Party: Yes 20352.2 Series MG-200 Aluminum Single Small missile impact resistant aluminum single hung window. Hung Window l.........._ .... _...__.._..................._......_._..... ...................... ................................... _.__......._..'...._........... Limits of Use .......................... ................................. ..__....._._...................................... ................. ...................................................... ._...._..... ... Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL20352 R2 II SS -Series MG-200 Alum Single Hung, Window(SMI)-2017 DWG W16-21.p9f Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +80/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-21 for span vs. load combination and installation details. Evaluation Reports FL20352 R2 AE SS -Series MG-200 Alum Singlei ling Window (SMI) -PAE 2017.pdf • • L_ _ ...... ........ ..... _._ ..................... .................. _.................. ..._.-_ ............_........... ___ ------ _. _.... _._ Created by Independent Thi4i Pa jt%Yes ...................... ..... .. .. ...... ...................................... • • • • 0000 • •••• •••• • • •••• •••• ••••• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-18id 0 0 0 9 • • • • • The State of Florida is an AA/EEO employer. Cho _yrJcl ht 2007-2013 State of Florida.:: Privacy Statement :: Accessilillty gli•aiement :: ReRn/ Stat•ement • • • • • • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a p AdOrtArEs request, do nst send electronic • mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 85 487.t39t •Pursua t [o Se [Ion 455.275(1) • Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email a dress if tF Y14aYe�oye. The erMA" • • • provided may be used for official communication with the licensee. However email addresses are public record. If you do ript wish jo supply a personal adddress, please • provide the Department with an email address which can be made available to the public. To determine if you are a licenscr under Chapter 455, F.S., please click bill • e • • • • • • • Product Approval Accepts: • .00. ••• Credit Card Safe a AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL20352 Date:01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW Maximum Width: 53-1 8" Maximum Frame Height: 96" Maximum Load: +80 PSF, -140 PSF (Large Missile Impact) Installation Drawinve # W16-20 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. .... See installation drawings for combination of span vs loads. •• •fees• Comparative analysis used X Yes —No " .•�:'. Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TA$z7. , • TEST DESCRIPTION TEST LOCATION TEST REPORT TEST • .. Test • •. DATE REPORT & • •' Sealedby . • ASTM E283 Air Infiltration Fenestration Testing 03/11/2016 FTL-882'1• •Rillmis 0rtel",*.J. Leakage Laboratory, Inc. of so • • . ASTM E331 OR ASTM Water Fenestration Testing 03/11/2016 FTL-885 •Id*lmis Ortega, P.E. 547 & TAS 202 Penetration Laboratory, Inc. • • • • • • ASTM E330 Uniform Static Fenestration Testing 03/11/2016 FTL-882% • Id•;Imis O;egz6 V.E. & TAS 202 Air Press. Laboratory, Inc. • •:.. s ASTM F 588 Forced Entry Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory, Inc. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: t) A1f -414 ' 92 Javad Ahmad PE # 70592 :pt ST j" OF °�'•��P. �,: AI-Farooq Corporation EB # 3538 s Fs •., o r � u.• G��,. ��'...UNAI.`�N�` Sealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series MG-200 Aluminum Single Hung Window (L.M.I. and S.M.I.) Certificate of Independence •.•• Dear Sirs, •*so*• '. As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenfgal "Die above, I do hereby declare that I do not have and will not have any financlal.t*rest in any company manufacturing or distributing the above referenced product, nor do j4wK%or wL1FheVg financial interest involved in the •':••. any with any other entity approval process oflfi product"' ...... ••.• ..... .. .. •• • ...... . . . . Sincerely, ...... ...... . • ...... uurrr,,, 70592 } '• :,z � ti - c MA1 E"` � Sealed: 1/12/2018 Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • TYPICAL ELEVATION TESTED UNIT A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 8- THIS PRODUCT EVALUATION DOCUMENT WALL BE CONSIDERED INVALIO IF ALTERED BY ANY MEANS. L! SITE SPECIFIC PRO,IECTS SHALL BE PREPARED BY A FLORIDA REGISTERED IiGNEER OR ARCHITECT WNICM WILL BECOME THE ENGNEEN OF RECORD (E.OA) WDR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER •SE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED •IGINEER TO THE P.E.O. ENGNEER SHALL SUBMIT TO THIS UTTER THE SITE • SPECIFIC DRAWINGS FOR RENEW. 0- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. INTINS APPLIED) )SED L. ANCHOR REOD. CHART CAPACITY zIL N 0 OR 0 02c 'm Of IL a A 1•1// o Q JW 7 LL h ITT =b< a W tAf FL #20352.1 e g < `AAY71111111 /IIAAAW � _ .70592 - ST drawing no. Sealed: 1/1212018 ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• •• • •• • • • ••• • • 3/16" HEAT STREN'D. GLASS .090" Interloyer SentryGlas By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE m DOW 795 z I 1. II II It cE BA cE AT 1/4 POINTS ON LfTES 23 WIDER THAN 36' ONLY GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16' HEAT STREN'D. GLASS 090" Interlayer SentryGloe By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE m DOW 795 z_ HEAT STREN'D. GLASS .090' Interlayer Trosifol PVB By 'Kuraray America, Inc: T-1/8" HEAT STREN'D. GLASS w 8 23 ATI 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'B• 5/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4' AIR SPACE 1/8" HEAT STREN'D. GLASS 090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 1/8' HEAT STREN'D. GLASS L.I SIUCONE mm DOW 795 z s � N 16 I I 66 II / 06B II / w TAT 1/4 POINTS tO3 AT1/4 POINTS SIZES G� ALL SIZES — GLASS TYPE 'Al' --' GLASS TYPE 'B1' — 7/8" OVERALL INSUL. LAM, GLASS 11/16" OVERALL INSUL LAM. GLASS • • • • • • • • • • • GLAZING OPTIONS • • • • .00 • • • • 1/4" AIR 9V6CE•CO#ISIWINC tlF: • SPAL•E1F: • • • • • • • • • •'HE @M: L;W jR;Fj,; AIi1MIyUNb SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: • • •SIICONE • • • • • UDW CORNWG•7910 • • • • • • • Q� 2020 • • • • • • • • • • ,11.. •. • • • •• • • • • • ✓iURASEALi EDGE SSAL SYSTL� • • • • BY 'QUANEX' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • :YCENB r s i N0.70592 �Q • • dro.iinng orno. FL #20352.1 �AyA,ION l�l� � sheet 2 of 8 Sealed: 1/12/2018 EQUAL LITES WINDOWS WIDTH a 0. a x x w O Z O N w Lu O 1 U Q W O Z 1/1 I N N 4 w !n rn 00 = O w ~ O O Z W a O M W Z W Q m - Z < a 0 Q Z K O MOTH V O O Q WNW 4 3 O g Z W z0 onao = �j _ \_� i j _ m i > - - - ``7�7\1111111///77� ; ���� UNEQUAL LITES (ORIEL TYPE) AP' �VcENs •• NO. 70552 - _ ��0 ' �..• �i���s�i®��� �_,[•�� FL #20352.1 7jrrrnnu�`` �� 1 �o 3 1 O DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS 'A' k TYPES 'Ai' GLASS B. 8 TYPES 'BI' w �' Z F F q • W 2 a 0 H 0 H r 0 G m 0 6 O Q G 0 d 2 p LL Z N J O m_ J Q W ONi f MOTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) 19-1/8, 28-1/2' 30' 37" 48• 53-1/8' 38-J/8• (4) 80.0 140.0 BO.0 80.0 m w a m = a w 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 50.0 80.0 140.0 80.0 80.080.0 90.0 140.0 80.0 80.0 19-1/8" 28-1/2• JO' 37" 48' 53-1/B' 50-5/8' (6) 80.0 140.0 80.0 80.0 / // u u 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 50.0 80.0 140.0 80.0 90.0 80.0 140.0 80.0 80.0 19-1/8' 26-1/2" 30• 37' 48• 53-1/8' 63" (6) Bo.O 140.0 80.0 80.0 80.0 140.0 80.0 80.0 � 30 3 Z = J N j < Z m o Y 8 Z R I�+1 to Q0 (n n Z N N O v a0 80.0 140.0 W.0 80.0 80.0 140.0 80.0 80.0 EQUAL LITES m w m Q x a 40 O w U Z N a 2 d Z ¢ g • ti • r; • i < 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 19-1/6' 26-1/2' 30" 37' 48' 53-1/6" 74-1/4• (8) 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 B0.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 129.E Bo.O 80.0 19-1/8" 26-1/2' 30" 37' 48' 53-1/8" 76" (8) 80.0 140.0 80.0 80.0 C. Z w U Z rn 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 128.5 80.0 80.0 w a 19-1/8" 28-1/2" 30" 37• 48" 53-1/B" 84" (8) 80.0 140.0 - - 2 N • O 80.0 140.0 - - 80.0 140.0 - - 80.0 140.0 - - Z Z 80.0 140.0 - - 80.0 124.7 - - 19-1/8, 26-1/2" 30" _ 37' 48' 53-1/8' 90" (8) 80.0 140.0 - - WIDTH 80.0 140.0 80.0 140.0 - - 80.0 140.0 - - • _ • • • • • • • • 80.0 140.0 - - 4 0 80.0 123.1 26-1/2" 30" 37' ae 53-1/8' go" (8) 80.0 140.0 - - 80.0 140.0 - - o ,� od e u drawln no. 9 W 6-2� 80.0 140.0 - - 80.0 140.0 - - BO.0 122.4 - - 53-1/8" 74-1/4" 80.0 140.0 - - SJ-1/8" 76" 80.0 140.0 - - 53-1/B• 84• 80.0 140.0 - - • • • • • • • • • • • • • j j ( j) • LRJEQ1�Ar `i' E dRIEL• P • • • • • • • • • • • 53-1/8' 90' 80.0 140.0 - - 53-1/B' 96• 80.0 140.0 - - sheet 3 of g UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DINS. GLASS TYPES 'A' h 'Al' WIDTH HEIGHT EXT.(+) 1NT.(-) 19-1/8• 28-1/2• 3T 40' 43• 48' 50' 52• 53-1/B" 63• (7) 80.0 140.0 80.0 140.0 140.0 80.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 B0.0 140.0 80.0 140.0 19-1/8' 26-1/2' 37' 40' 43 48' 50' sz• 74-1/4' (8) 80.0 140.0 Bo.O 140.0 B0.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 so.o 140.0 19-1/B• 26-1/2" 37' 40" 43' 4B" 50' 76' (8) 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/B' 26-1/2' 37• 40' 43' B4• (8) 80.0 140.0 80.0 140.0 80.0 140.0 B0.0 140.0 80.0 140.0 19-1/8• 26-1/2" 37 40" 90' (9) B0.0 140.0 80.0 140.0 80.0 140.0 80.0 140.0 19-1/B' 37• 80.0 140.0 80.0 140.0 x • UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY -PSF FLANGE DINS. cuss TYPES 'B' k 'B1' WIDTH HEIGHT EXT.(+) 1NT.(-) 19-1/8" 26-i/2" W. 32' �. 37' 46' 48' 50-5/B' (8) 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 .0 80.0 080.053-1/8'.0 ri 80.0 19-1/8' 26-1/2' 30' 32' 36" 37" 48" 83• (8) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 a0.0 80.0 80.0 80.0 80.0 80.0 1s-1/e' 26-1/2' 32" 36' 37• (8) eo.o eo.o 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19-1/8• 26-1/2' 30` 32• 36' 76" (8) 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 B0.0 19-1/8` 30' 32• (8) 80.0 80.0 80.0 80.0 80.0 80.0 • • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1a• TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING V a EDGE DISi. C d G n OPTIONAL TO SPRING LATCH 111 W. O 1 a 1 w E i 1 e i. d u O f G e d n e e s W1-/ 6 d dl I da e N T. e DIS I 2 � 1 I TYPICAL ANCHORS �REOD. a FOR LOADS ABOVE 80 PSF ONLY SEE ELEV. FOR SPACING mi o rc __ Fr -------------- METAL _____ l II F.B.C. APPROVED II g EDGE STRUCTURE jl MULLON k MULLION ANCHORS Ij 3 p iv DIST. EDGE DIST, i t SEE SEPARATE APPROVAL i 1 I EDGE GIST. i I [jz2-- W e N < YI m ICI,, TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. TYPICAL ANCHORS SEE ELEV. C z FOR SPACING FOR SPACING FOR SPACING 2 n � of WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS Q w m F MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING U m W7 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 03 z o n 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 c� 3 THRU 1 BY BUCKS INTO CONC. OR BLOCKS � ,y 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) = w 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS h 00 a M m 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) co --I1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a � 3 L #14 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) o Z� V' O � INTO F.B.C. APPROVED MULLIONS IN w OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) O (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `0 CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2"_MIN. INTO WOOD STRUCTURE = 1" MIN. m INTO METAL STRUCTURE = 3/4" MIN. _ 1BY _ _ WOOD BUCK WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. c 0 „ 0 •• • • • • • • •• I 1 I•.• • ,�N •R$• • • • • ` • i • O FOR AdS• • • "•• *• l 1••S 80 PSE �I�Y • Ev- EDGE DIST. FOR SSPACING FL #20352.1 N0.70592 Sealed: 1 /12/2018 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • arawing n0. W16-20 a� N b Z q A J 1/4' MAX. 1/4' MAX. A.; h @@ SHIM SHIMS 1/4" MAX. I Q Z 6 iindd 9 SHIMS 18 19A TYPICAL ANCHORS - TYPICAL ANCHORS Own Te 20 SEE ELEV. SEE ELEV. d p FOR SPACING d FOR SPACING H . p, 0t �leQtI,t, 1 1/2" - - - - - _ _ _ _ _ _ - - _ 1 -1/4" 1 1/4 O Z - ¢ 3 p = rc ~ r � � 2 pJ mzs � O N =__ _ ________________ 17vFl Q {L 2 N >p mp0 x ___ ____ .'� p W W p e Q QWQ1ff J p L EXTERIOR ^• C-j D.L. OPG. IBY WOOD BUCKS WOOD BUCKSiBY a ^ e . Z N r v (n o 3 WINDOW WIDTH o z O � n TYPICAL ANCHORS 3 Z R SEE ELEV. 3. FOR SPACING = 1/4* MAX. SHIM O m o N3�Y Q Z > N METAL STRUCTURE o c� (O O WJ v F.B.C. APPROVED MULLION SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING - O 3 I I I I I I I I 18 C O I I I 1 C m O - 00 000 0 • • • • • o o TYPICAL ANCHORS • • • • • • • • • • • • • • `1111111111, SEE ELEV. • FOR SPACING* • • 000 • • • • • • • • • • ��•••%3c '70 m •I WINDOW WIDTH WINDOW WIDTH �! < No.70592 _ o a • • • • • • • • • • • • • ��� ' p drawing no. FL #20352.1 • • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • ••• •• • •• • • • • • ••• •• • •• • METAL EDGE DIST. STRUCTURE MULLION h MULLION ANCHORS / I SEE SEPARATE APPROVAL TYPICAL ANCHORS TYPICAL ANCHORS SEE EIEV. SEE ELEV. FOR SPACING FOR SPACING FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. v ° 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING a D o Q Iffl9'ALiA;0N ITAILS WITH FLUSH FRAME ADAPTER • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • •• • • • • • O ALT. VCEN,yF•''.. o i No.70592 S :I® S dw'w g no. FL #20352.1 Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.848 "•I r.090 1.876 .874 062 876 TYP, i 1.189� 2.910 Q FRAME HEAD FIX. MEETING RAIL 403 .078 1.625 2.406 062 TYP. II 1.189--I VENT TOP RAIL im O VENT BOTTOM RAIL l.9 FRAME JAMB 14 1.496 .87/� 1.189 062 TYP. II .715 4� 7O VENT SIDE RAIL ---I 1.421 J!1.122- _ .078 .985 1.029 13 SPRING LOADED LATCH ITEM / PART i REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MC201 1 FRAME HEAD 6063-T6 - 2 MG202 1 FRAME SILL 6063-T6 - 3 MG203 2 FRAME JAMB 6063-TS - 4 MG204 1 FIXED MTG. RAIL 6063-T6 - 5 MG205 1 VENT TOP RAIL 6063-T6 - 6 MG206 1 VENT BOTTOM RAIL 6063-T6 - 7 MG207 2 VENT SIDE RML 6063-T6 - 8 MG208 AS ROD. GLAZING BEAD (5/16- GLASS) 6063-T6 - BA MG209 AS ROD. GLAZING BEAD (7/16" GLASS) 6063-T6 - 8B MG210 AS ROD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T6 - 9 - 2/VENT SASH STOP 6063-T6 - 10 MG212 AS REOD. FLUSH FRAME ADAPTER 6063-T6 - 11 - - - - - 12 SL203P 2/ VENT SWEEP LATCH ZAMAK SULLIVAN & ASSOC. 12A 08 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL OH SMS 13 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 13A - 2/ LATCH LATCH SPRING ST. STEEL - 14 #10 X 1" AS REOD. FRAME & VENT ASSEMBLY SCREWS CRS PH SMS 16 E202 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 18 W7323INKOGOB AS REOD. SIDE RAIL FIN SEAL WSTRIPPING - ULTRAFAB 19A MG221 2/ VENT VENT BOTTOM GUIDE CELCON M&M PLASTICS 199 MG222 2/ VENT VENT TOP GUIDE CELCON M&M PLASTICS 19.1 #6 X 5/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS FH SMS TYPE B 20 SL-14A-044 2/VENT ULTRAUFT SPIRAL BALANCE - CALDWELL 20A #10 X 1-1/4"1/ BALANCE BE INST. SCREW - OH SMS TYPE B 22 - 1 5/16' BOX SCREEN - OPTIONAL 23 - 2/ LITE SETTING BLOCK AT 1/4 POINTS EPOM OUROMETER 8035 SHORE A 24 - 2 HI -FLOW WEEPER PREFERRED ENGINEERING PRODUCTS U FRAME SILL • • • • • • • • • • •• • • • •• L�2.786^j � .583 � � �.13y� .500 1 I—) .781 .050 .865 .781 .050 .865•.�17 • • • • U l�1 .672 L • • • • C f • • • .062 • • • • • f • • • • • • •• • • f •• f • 1.096 F-1.096 F"-i.09� • • • • • • • • 10 FLUSH FRAME ADAPTER O OGLAZING BEADS 96 Or • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • C Y O O Y O C ```j111 U 11l //7YY O `� 70 No. 70592 a Q '•• S drawing no. FL #20352.1 .sNAL ,\\ W16-20 Y"1111111L1 sheet 7 of 8 Sealed: 1/12/2018 �U 0 14 � o N b p 3 2 ya o OR paco� A i pad in- a��s / w n l I LLzw' aWf� 0 :iz 0 ~ 3 Z FRAME TOP CORNER �y = w VENT TOP CORNER Z � N n 14 � 3 O A / I o c w VENT BOTTOM CORNER •• ••i • e •• ♦•i ••• I" (� W. 70592 • •• RI ••• •• ••• - a JUJ 14 • • • 0 • • • • • • • • • • • • • • %�®, �•'• 57 � drawing na. FRAME UAL CORNER • •• �:�`S •.....�•a�`� W16-20 FL #20352.1 ���is�®NA�`ffG4`��`�`� sheet a of 8 • • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •