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WS-19-1938Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit Ata: WS -08-194939 t Permit Type: Windows/Shutters rlt= • ossifica--tion: Window/Door Replacement Permit status: Approved' Issue Date: 09/03/2019 F Expiration: 03/02/2020 Parcel Number 345 NE 100TH ST, Miami Shores, FL 33138 1132060135370 :ontacts HORIZON WINDOWS CORP Owner GEORGE WYSONG Contractor JOEL LOPEZ 345 NE 100 ST, MIAMI SHORES, FL 331382420 3350 W 17 CT, HIALEAH, FL 33012 Business: 7862986941 SALES@HORIZONWINDOWS.NET Other: 7862986941 Description: DOOR REPLACEMENT Valuation: $ 5,500.00 Inspection Request s: 305 X52-4949 �j Total Scl Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.60 DBPR Fee $2.40 DCA Fee $2.00 Education Surcharge $1.20 Scanning Fee $12.00 Technology Fee $4.00 Windows/Shutters Fee $110.00 Total: $185.20 Payments Date Paid Amt Paid Total Fees $185.20 Credit Card 08/22/2019 $50.00 Credit Card 09/03/2019 $135.20 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contra cr to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date September 03, 2019 Page 2 of 2 . t BUILDING PERMIT APPLICATION Miami Shores Village RECEIVEp Building Department AUG 21 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 �FBC 2011 Master Permit No. sV s— 0�7' I t 1 31 Sub Permit No. E!�TUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 34 S k r- %0-Q City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: it - 32Otp S 57a Is the Building Historically Designated: Yes NO Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder) Address: �J�'� whit k k-..> City: Tenant/Lessee Name: Email: Construction Type: Flood Zone: BFE: FFE: D k y t+0e-Nck' Phone#: S State: 'VL Zip: 3 3l3 % CONTRACTOR: Company Name: �MUQ Phone#: Address: p� Z.Z`�o �� S 2.tg1%r'2 City: State: Zip: 331 �Q Qualifier Name: ne#: State Certification or Registration #: _ O$ ti3S Oo Z -'t-3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: _ Address: City: State Value of Work for this Permit: $ $ 9�, S00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Specify color of co//l``o��r thru tile: Submittal Fee $ 50, W Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Zip: ❑ Demolition CCF $ CO/CC $ _ DBPR $ Notary $. Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State WE 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 rce, the inspection will not be approved and a reinspection fee will be charged. _ Signature:;p Signatur OWNER L& NT CO The foregoing instrument as acknowledged before me this The foregoing instrumen was acknowledged before me this day ofJ4j • 20 by 19 day ofJ 20 by '�l4,JDA Jys'�� who is personally known to `�gp 1r.Z. , who is personally known to me or who has produced •` ✓ as me or who has produced as identificatijw and who did take a NOTARY Sign Print: identificatiQmmd who did take an NOTARY Sign:, Print: vv....... Seal: *= Expires: Feb. 9, 2021 Seal: _*. = Commission # GG071757 p�ci�' Bonded thru Aaron Notary10 *= Expires: Feb. 9, 2021 � tillBonded��� �� OF Bonded thru Aaron Notary z� �y APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 64 vOFFICE OF THE PROPERTY , > � Pr: Summary Report Property Information Folio: 11-3206-013-5370 Property Address: 345 NE 100 ST Miami Shores, FL 33138-2420 Owner GEORGE WYSONG III &W BRENDA Mailing Address 345 NE 100 ST MIAMI SHORES, FL 33138-2420 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,499 Sq. Ft Living Area 3,207 Sq. Ft Adjusted Area 3,226 Sq. Ft Lot Size 8,625 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $258,854 $258,854 $258,854 Building Value $266,813 $268,535 $270,257 XF Value $4,339 $4,393 $4,449 Market Value $530,006 $531,782 $533,560 Assessed Value $361,822 $355,076 $347,773 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $168,184 $176,706 $185,787 Cap Reduction School Board Exemption Val$25,000 19091- Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Taxable Value $311,822 $305,076 $297,773 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 19 & E1/2 LOT 18 BLK 39 LOT SIZE 75.000 X 115 OR 19091-4905 04 2000 1 Generated On : 8/20/2019 Taxable Value Information Previous 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $311,822 $305,076 $297,773 School Board Exemption Val$25,000 19091- $25,000 $25,000 Taxable Value"$336,822 $330,076 $322,773 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $311,822 $305,076 $297,773 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $311,822 $305,076 $297,773 Sales Information Previous OR Book - Price Description Sale PageQualification 19091- 04/01/2000 $184,900 Sales which are qualified 4905 13940- Sales which are disqualified as a result 09/28/1982 $100 3580 of examination of the deed 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 hftp://www.miamidade.gov/info/disclaimer.asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 8/20/2019 Miami S Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Instiection reauirements 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: didil 7t�(-CrA' WjXe).no �s 1 � Qualifier/Owner S g lure Date Print Name Property Search Application - Miami -Dade County Page 1 of 1 0FF16'E OF THE PRON,'Ek YAPPRAISER Summary Report Property Information Folio: 11-3206-013-5370 Property Address: 345 NE 100 ST Miami Shores, FL 33138-2420 Owner GEORGE WYSONG III &W BRENDA Mailing Address 8345 NE 100 ST MIAMI SHORES, FL 33138-2420 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 3,499 Sq. Ft Living Area 3,207 Sq.Ft Adjusted Area 3,226 Sq. Ft Lot Size 8,625 Sq. Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $258,854. $258,854 $258,854 Building Value $266,813 $268,535 $270,257 XF Value $4,339 $4,393 $4,449 Market Value $530,006 $531,782 $533,560 Assessed Value $361,822 $355,076 $347,773 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $168,184 $176,706 $185,787 Cap Reduction $297 School Board Exemption Value Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead $50. Taxable Value $311,822 $305,076 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). 'Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 19 & E1/2 LOT 18 BILK 39 LOT SIZE 75.000 X 115 OR 19091-4905 04 2000 1 Generated On : 8/22/ Taxable Value Information Previous 2019 2018 2 County Exemption Value $50,000 $50,000 $50. Taxable Value $311,822 $305,076 $297 School Board Exemption Value $25,000 $25,000 $25. Taxable Value $336,822 $330,076 $322 City Exemption Value $50,000 $50,000 $50. Taxable Value $311,822 $305,076 $297 Regional Exemption Value $50,000 $50,000 $50. Taxable Value $311,822 $305,076 $297. Sales Information Previous OR Book - Price Description Sale PageQualification 19091- 04/01/2000 $184,900 Sales which are qualified 4905 13940- Sales which are disqualified as a res 09/28/1982 $100 3580 of examination of the deed 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 Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp:/Avww.miamidade.gov/info/disclaimer.asp https://www8.miamidade.gov/Apps/PA/propertysearch/ 8/22/2019 Project WIND LOAD ANALYSIS (ASCE 7-10 and FBC 6th Edition 2017) GEORGE WYSONG III & W BRENDA 345 NE 100 ST Miami Shores Building Characteristics Printed on: 8/18/19 h _ 20.00 ft (mean roof height of the building) - (GCpi)] [psf] WINDOW/ SIZE (aprox.) L = 70.00 ft (Short, horizontal dimension of a building measured parallel to the P- P+ DOOR ID w(inch) h(inch B= 90.00 ft (Long, horizontal dimension of a building measured normal to the ZONE5(-) ZONE 4&5 Window 10 ft2 38 38 h/L = 0.29 L/B= 0.78 (ASCE 7-10, Table 26.9-1, page 256, -68.23 50.96 Z = 12.00 ft Zmin = 7 ft Terrain Exposure Constants) 0000 c= 0.15 ft • • - 650 ft e= 0.13 •fft• 0000 0.000• •• �• 0000•• • Y • • •• • • •0.000 Design Criteria 00.00• • • • • • • . • • • • • • ASCE 7-10, Chapter 30, Part 1 .... •�•• 000•+ Risk Category 11 (ASCE 7-10, Section C1.5, page 380) FBC-2017, Section 1604.5 + • + • • + • • • • • : • • • Exposure D (ASCE 7-10, Section 26.7.3, page 251) FBC-2017, Section 1609.4.3 • 00 ' 0 469000 V = 175.00 mph (ASCE 7-10, Fig. 26.5-1, page 247) FBC-2017, Section 1620.2 ' : • • 8 6 0 * • Kh = 1.08 (Velocity Pressure Exposure Coefficient also Kh, ASCE 7-10 TABLE 27.3-1, pagP•261•bbsed on 0000•• z)o • • •0000000 Kd = 0.85 (Wind Directionality Factor, ASCE 7-10 TABLE 26.6-1, page 250, based on structure type) : • + • • 0000 ' ' Velocity Pressure qh = 0.00256 Kh Kd V2 [IbS/ft2] (ASCE 7-10, Eq. 30.3-; (NOTE: section 26.8 of ASCE 7-10, p.251 does not apply (i.e., Kzt=1.0)) qh = 71.97 PSF qh ASD = qz 0.6 = 43.18 PSF Determination of wind pressure (p) (ASCE 7-10, chapter 30, page 318, Components and Cladding) P=gh(GCp-GCpi) [Ib/ft2] (Eq. 30.4-1) (ASCE 7-10, 30.4.2, page 318) Gust Effect Factor (ASCE 7-10, 26.9, page 254, Rigid Structures) Gcpi+ = 0.18 (Internal Pressure Coefficient, TABLE 26.11-1, page 258) Enter 0 for open bldgs. 0.55 for partially Gcpi- — -0.18 enclosedbldgs.or0.18forenclosedbldgs. — Determine a: a= 7 ft or 8 ft (whichever is smaller) 7 controls but not less than 2.8 ft Or 3 ft 3 controls Use a= 7 ft Windows and Doors Pressure reduction factor = 1 (Fig.30.4-1, page 335, if 0<10' reduce GCp by 10%) qh = 43.18 PSF EXPOSURE: D CATEGORY: II P= gh[(GCp) - (GCpi)] [psf] WINDOW/ SIZE (aprox.) AREA GCp(-) GCp(-) GCp(+) P- P- P+ DOOR ID w(inch) h(inch (SF) ZONE4 ZONES ZONE4&5 ZONE4(-) ZONE5(-) ZONE 4&5 Window 10 ft2 38 38 10.00 -1.10 -1.40 1.00 -55.27 -68.23 50.96 LOCATION SKETCH LOCATION SITE LEGAL DESCRIPTION: MIAMI SHORES SEC 1 AMD PB 10-70 LOT 19 & E1 /2 LOT 18 BILK 39 LOT SIZE 75.000 X 115 OR 19091-4905 04 2000 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. FOLIO: 11-3206-013-5370 SCOPE OF WORK - DOORS REPLACEMENT WITH IMPACT RESISTANT GLASS. GENERAL NOTES: 1. THESE PLANS ARE NOT CONSIDERED COMPLETE UNTIL REVIEWED AND APPROVED BY THE CORRESPONDING PERMITTING AGENCIES. 2. THESE PLANS ARE PREPARED EXCLUSIVELY FOR THE REPLACEMENT OF EXISTING WINDOWS. INSTALLATION SHALL BE DONE FOLLOWING THE CORRESPONDING PRODUCT CONTROL APPROVALS FROM MIAMI-DADE COUNTY. 3. ANY MODIFICATION TO THE ORIGINAL STRUCTURE NOT INDICATED ON THESE DRAWINGS THAT MAY BE REQUIRED FOR THE INSTALLATION OF THE NEW DOORS AND WINDOWS IS NOT COVERED BY THESE PLANS AND A SEPARATE PERMIT, WITH SPECIFIC PLANS, MUST BE OBTAINED. 4. DIMENSIONS SHOWN ON THESE DRAWINGS (INCLUDING THE SCHEDULE SHEET) ARE FOR THE PURPOSE OF PROVIDING A SPACE PROPORTION TO THE USER AND THEIR SOLE INTENTION IS TO BE USED FOR WIND LOAD PRESSURE CALCULATIONS AND TO VERIFY COMPLIANCE WITH MEANS OF EGRESS. THE ENGINEER OF RECORDS ASSUMES NO RESPONSIBILITY FOR THE FINAL SIZE OF THE PRODUCT TO BE PURCHASED AND INSTALLED. IT'S THE OWNER AND CONTRACTOR RESPONSIBILITY TO OBTAIN THE EXACT WINDOWS AND DOORS DIMENSIONS FOR PURCHASING AND INSTALLATION. 5. FINAL COLOR OF FRAME AND GLASS AND EXACT DOOR OPENING DIRECTION (LEFT OR RIGHT) SHALL BE COORDINATED BY THE OWNER AND CONTRACTOR. MARK 0 (FD) 38" x 85" GLASS: IMPACT QTY. 1 NOA LOAD +80.00 PSF -80.00 PSF FL# 26942 MARK 1, 2 (SGD) 61 " x 80" GLASS: IMPACT QTY. 2 NOA LOAD +80.00 PSF -80.00 PSF FL# 19092.1 MARK 3,4,5 (SGD) 73" x 80" GLASS: I M PACT QTY. 3 NOA LOAD +80.00 PSF -80.00 PSF FL# 19092.1 r----------7:1-=SaL-- -- II II II II II 2 •••. ' II I II 5 O O •••• 4 3• •• I;.. • I . II • 1:1ur . O RECE, vE AU& 2y 1019 ...:..' I IIT II .fir . II II ii APPROVED M BY ----_ _ 71) DEPT DATE m �I -'G -- I I III R!,Cra DEPT I I II I' J ECT TO CON'PLIANCE WI i H ALL II orl^ Cn��'l, YR rc: R ERAL III II -- m _ul AT'O%s I I II II I� II I II it y L II II FIRST FLOOR PLAN N.T.S. • ACTING WIND LOAD PRESSURES AS PER ASCE 7-10 AND FBC 2017. • ACTING LOAD = +50.96 PSF (FOR 1Oft2) -68.23 PSF • ALL COMPONENTS CONSIDERED IN ZONE 5 UNLESS OTHERWISE NOTED. CAICA P.OARTME stesjs of ssonal Reia 10 SCIS Home I Log In 1 User Registration I Hot Topics ! Submit Surcharge I Stats & Facts 1 Publications Contact Us I BCIS Site Map 1 Links Search bpi l{) ida �,� Product Approval ,c„_ :'USER: Public User 4= Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL26942 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Augusto Arias 8120 NW 84th St Medley, FL 33166 (305)470-8284 aarias@mrglasswindows.com •• • Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C. 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 FL26942 RO COI SS - Mr Glass - Series 3000 Alum OS Door (LMI) - CI.pdf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2013 ASTM E1996 2014 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 • Date Validated 04/19/2018 Date Pending FBC Approval 04/27/2018 Date Approved 06/12/2018 • ; • • • • Entrance Door door. Limits of too • Installation Instructions ApproveETAI'Ese in HVHZ: Yes FL26942 RO II SS - Series 3000 Alum OS Door (LMI) DW 18-36F.pdf •approvedtop use outside HVHZ: Yes Ilnpact %Aa ant: Yes Verified By: Javad Ahmad PE # 70592 • ••••• Other: See drawing 18-36F for span vs load combinations and Evaluation Reports inttallation aetaiis. FL26942 RO AE SS - Mr Glass - Series 3000 Alum OS Door (LMI) - PAE.pdf •' • •' • • Created by Independent Third Party: Yes r • • Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/19/2018 Date Validated 04/19/2018 Date Pending FBC Approval 04/27/2018 Date Approved 06/12/2018 Summa o r — ucts__ "T !FL# • Model, Number or Name Description 46942.1 Series 3000 Aluminum Outswing Large missile impact resistant aluminum outswing entrance • ; • • • • Entrance Door door. Limits of too • Installation Instructions ApproveETAI'Ese in HVHZ: Yes FL26942 RO II SS - Series 3000 Alum OS Door (LMI) DW 18-36F.pdf •approvedtop use outside HVHZ: Yes Ilnpact %Aa ant: Yes Verified By: Javad Ahmad PE # 70592 pesign jprjr&sWe: +80/-80 Created by Independent Third Party: Yes Other: See drawing 18-36F for span vs load combinations and Evaluation Reports inttallation aetaiis. FL26942 RO AE SS - Mr Glass - Series 3000 Alum OS Door (LMI) - PAE.pdf •' • •' • • : • Created by Independent Third Party: Yes Bat 5Ne ; ; Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: PrivacyStatement :: 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 emails 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: ® eC�sk M Credit Card Safe ®moi i� AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 26942 Detailed Product Description: Date: 04/17/2018 Manufacturer: MR. GLASS DOORS & WINDOWS, INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Frame Width: 40-1/2"(4, 78-1/2"(XX), 42"(0) Maximum Frame Height: 98" Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) Installation Drawings # 18-36F : •' • This product complies with the High Velocity Hurricane Zone (HVHZ) testing requiremeal" • • • The above maximum parameters do not occur simultaneously. •••••• See charts on installation drawings for combinations of span vs. load. ."' •. • • Comparative analysis used X Yes _ No •� • Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) • • • • Test Descriptipn T#A' k"tion Tests"Report Date Test Report # TJiAp,. led By ASTM E283 Air Infiltration Hurricane Engineering & 2/13/2018 HETI-18-6004 • : • 1 R• Rafal E. Djoz-Seda!E. Leakage Testing, Inc 2/13/2018 HETI-18-6011 • • • • ASTM E331 OR 2/13/2018 HETI-18-6002 0 0 '•' ASTM 547 & TAS Water Hurricane Engineering & 2/13/2018 HETI-18-6004 Rafael E. Droz-Seda, P.E. Penetration Testing, Inc 202 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6001 ASTM E330 Uniform Static Air Hurricane Engineering & 2/13/2018 HETI-18-6002 Rafael E. Droz-Seda, P.E. & TAS 202 Press. Testing, Inc g 2/13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6001 ASTM 1304 Forced Entry Hurricane Engineering & 2/13/2018 HETI-18-6002 Rafael E. Droz-Seda, P.E. Test Testing, Inc 2/13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) Test Description Test koca#i Test Report Date Test Report# Test Sealed By HETI-18-6003 FBC 1626.2 2/13/2018 (TAS 201 & 203) Large Missile Hurricane Engineering & 2/13/2018 HETI-18-6005 Rafael E. Droz Seda, P.E. ASTM E1886 & Impact & Cyclic Testing, Inc E1996 2/13/2018 HETI-18-6012 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: No 70592 ST * OF '•�� SEALED 4/18/18 Javad Ahmad PE # 70592 ,s'•.,Com S�QNALE?�`` AI-Farooq Corporation EB # 3538 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 :THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. :SHUTTERS ARE NOT REQUIRED. SERIES. 3000 ALUMINUM ...._OUTSWING NTRA.N.. E.,.._?.00R SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES COMBINATIONS SEE SHEET 4. LOWER VALUES FROM DOOR CAPACITY, SIDELITE CAPACITY OR MULLION CAPACITY WILL APPLY TO ENTIRE SYSTEM. ._ ............. .......... _.....___.__......__.____.._..__...._...._........ _........ ......... ............................... ..................... ..... ....... DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 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). 1 B 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, 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. . . . . . . . . . . ... . . . . ... . . . • . .. .. . .. . 006 . . . • • • . . . • . . . . . • . • 09 • • —1/415; HEAT,_TEN'�j GLAW • • • • } •09(1• In rla�Ir • • • • • • • R..1'ros'(lol • `{ 1y�nc.• • i •• lfl_• v/16• HEAP LASS* '.LASS • m Z' Ill Z N t? r17 SILICONE DOWSIL 795 K \ / G.LA,S.$ _.TXPE_W' 3/16' TEMP. GLASS 3/8' AIR SPACE -3/16' HEAT STREN'D. GLASS } .t .090' Interlayer `° i`•z -'{ - Trosifol PVB A. �. By 'kuromy America, Inc.' 3 11 r-3/16' HEAT STREN'D. GLASS SPACER ALUMINUM (6063 -TS) � T GLASS TYPE 'Al' A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INS'TALIATION OF THIS PRODUCT RASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS OEIAILED ON THIS DOCUMENT, B -THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUO IF A_TERED BY ANY MEANS. C- SUE SPECIFIC. PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGNEFR OR ABCIYTECT WHICH MU. BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PRO.:ECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SUE SPECIFIC DRAWINGS FOR REVIEW. D -THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. SILICONE DOWSIL 795 FL #26942 �Q:•' },IGEN ••�YJ ko. 10592 , 1M z o o IL 0/� O M Oaoo 0 t5 Q�ZON LL z .100 D Q u� a, m_p al d. I 6 I o is o � drawing no. 18-36F i m SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 40 1/2" rc U SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED TYPICAL ELEVATION _ J �( X ) _ MAXIMUM DESIGN LOAD RATING = + 80.0 PSF — (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF - r NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 78 1/2" ....................... FRAME 1 76" MAX. w z 0 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 12.438" (X DOORS) = (FRAME WIDTH - 22.0")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 11.50" ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No.70592 o'I `+ drawing b no. 1 8-36F FL #26942 %;01II I RIALW`% ` sheet 2 -of 10 SEALED 4/18/18 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• ••• f•• • • • • • • • • •• • • • • • .0 .0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • No.70592 o'I `+ drawing b no. 1 8-36F FL #26942 %;01II I RIALW`% ` sheet 2 -of 10 SEALED 4/18/18 ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . SEALED 4/18/18 -B0.0 39 € 80.0 42 74.3 jy74.3 _. 24 80.0 80.0 30 96 80.0 80.0 36 80.0 80.0 39 80 0 80.0 24 80 0 BO _0 JO 98 BO 0 80 0 38 BO 0 80 0 39 80.0 80.0 39 1/16' MAX. SIDELITE WIDTH • • • • • • f m • • • • i • • • • • 1 ro I ' MAX. • • • • • • • • Z <n 31 r -..HEAD •• ••• ••• i.• • �• ! O H zi 0 J: M 3' SILL 3 1/2' MAX. L......-. sa c.< 11& >: HEAD/SILL 1 (; G� I •• ••• •• • • • •• 30 ` �I' CORNERS I — — • • •. • • • • • OE,yti jl •• ••• • • • • • •• I�¢Km �I 'g_ OaooIx 2 1z �I ' JzMa_� QIWm� k i` _W.....Jl ._...< oa �' o = --=1—==--===.i Tr Z o i IQL W I E �ei (n Y mLL i—1:i� II f Z Q I 3 Z n .41 3' IZo: Ad L _.� ._....._�_ L� ...._ •< .... SURFACE APPLIED / �H� �m c — w � w F < FALSE MUNTINS OR._� / lz N .. DECORATNE GRILL -,.,..._-_.__34 1 4', MAY BE USED n: ljj EXT TYPICAL ELEVATION ` STAND ALONE SIDELRE ( 0 ) I o GLASS D.L.O. DIMS, D.L.O. HEIGHT (SIDELTTE) = FRAME HEIGHT - 11.50" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.813" w1n° AH i N0.7092 = "� NOTE: ' •., GLASS CAPACITIES ON THIS SHEEP ARE 8 ? fit drawi� ng no. BASED ON ASTM E13OO-09 (3 SEC. GUSTS) °j�.,, ORIDI;.= bEq�4 8_36F AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 FL #26942 �..ltI111 111, sheet 3 of 10? DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELRES SIDELffE SIDELITE WITHOUT FRAME FRAME REINFORCING WIDTH HEIGHT INCHES INCHES 24 80 0 i 80 0 JO ...800 i "800___ 38 62 80 0 I 80 0 J9 � eo o ao.o 42 74 J 74.3 24 80 0 80.0 30 80 0 80.0 38 84 90 D `80.0 39 80 0 80.0 42 �� 74 3 74.3 24 80.0 80 0 30 80.0 BO 0 36 90 B0.0 BO.O DESIGN LOAD CAPACITY — PSF SIDEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING EXT.(+) I INT.(—) EXT.(+) INT.(—) INCHES INCHES 24 8DO 8O.D 80.0 80.0 1 38 90 30 80.0 80-0 80.0 80.0 �PISEC!CINo NOTE: FOR DOORS CAPACITIES SEE SHEET x. FOR s/oELns oxpACn, ucc SHEET x. FOR SmsLTc uuumw uxPACmcs occ CHART ^onvc. mwsn v«mca FROM unun smcurc on MULLION uxxx WILL APPLY m ENTIRE SYSTEM. SIDE E WID DOOR FRAME SIDELITE WIDTH 7 MAX. WIDTH 0 13 1/2- DOOR OPNG. 3- HEAD j HEAD & SILL ANCHORS IL 1 SILL AT STILE & MULLION.ENDS CORNERS 107 El im tj of cc P m 00:5 iURFA-CE APPLIED MAY BE USED D.L. OPG. D L CiPG— yc-+6�6� D.L. OPG. TYPICAL ELEVATION ZONAL FL #269,12 4 of SEALED 4/18/18 _ e 5/B" MIN. TYPICAL ANCHORS N FOR SPACING y ... . . . ... . . . .. .. . . . .. .. . . . . . . . . • . ••• • • • • ••• • • .PROPERLY SECURED J,. IBY WOOD BUCK D15T .� DBY WOOD BUCK \ OR '0 ;' 8 EDOE ,6.1., S WOOD STRSCfURE • • •!;l',;� U'EE NOIR SIEET•I • • • • • • • METAL i%=� .. . j EDGE•DISI! � �`w, • • • J' STRUCTURE • EbGE•DIST ? ........... I I n ' TYPICAL ANCHORS --SEE ELEVATIONS • 1 -^SEE ELEVATIONS • • • • 1 TYPICAL_ ANCHORS - SEE ELEVATIONS O IL O p FOR SPACING FOR SPACING FOR SPACING O it t yyy 0 • I I F.B.C. APPROVED I I it N;I Q w7Y. b O£ I CUPPED MULLION I I, SEE SEPARATE APPROVAL J Z 0:5 J II r ;k 5 1.._..._ ................. .. V m 1 B OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS 0 .MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I o r THEM TO THE BUILDING STRUCTURE. z n TYPICAL ANCHORS . 3 Z n 3 '-" SEE ELEVATIONS j — FOR SPACING �; 3 WEEPHOLES: TYPI..CAI —ANCH....ORS: SEE ELEV. FOR SPACING '� w W1 = 1/4" X 2" LONG WEEP SLOTS AT 1/4' DIA ULTRACON BY 'ELCO' (Fu -1T7 KSI, Fy-155 KSI) 8" AND 31" FROM EACH END - INTO 2BY WOOD BUCKS OR WOOD STRUCTURES .0 V) M W2 = 1/4" X 2" LONG WEEP SLOTS AT 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 00 n °P 5" AND 31" FROM EACH END THRU 1 B BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1 N z 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o o �- DIRECTLY INTO CONCRETE OR BLOCKS' w � w =N: �m� r 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ` 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) ,1,J4" DLA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS [ OR !I INTO METAL STRUCTURES (HEAD/JAMBS) 121 ' (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS i4 ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) iiui ! j POURED & HARDENED HIGH STRENGTH GROUT STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) din; fc 5000 PSI MIN. (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) li y{ • f�? 1 NOT BY MR. GLASS MUST TRANSFER SHEAR CRITICAL EDGE DISTANCE. _..........._.................. N; ...__._,.....i..._..:. LOADS TO srRucruRE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. DOOR DETAILS N� LOAD BEARING INTO WOOD STRUCTURE = 1" MIN. (SOLID SHIMS ori o OPTIONAL TO GROUT) INTO METAL STRUCTURE = 3/4" MIN. ,`�1V11111111T�/ )A� WOOD AT HEAD, SILL OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. No. 70592 K '..,AXORION ��. Ll 8 315E FL #26942 !i�Irn111��1.. sheet SEALED 4/18/18 TYPICAL AN, SEE FOR SF METAL STI SEE SPEC ' TYPICAL FOR t 1/4" MAX. ICAL ANCHORS ELEV. SPACING 1/4' MAX I-� SHIM � I r � TQC iV I m r GF 213Y WOOD BfjtX °ry OR ''""�� ` W000 STRµuTURE '`SEE NOTE..= -SHEET 1 ? Q O O�iN� Q' 0 \� ,^ N0 Z O E ii i w 3 ii Ell EXT. LL2N TYPICAL ANCHORS .I m 5 a- SEE ELEV. i Q w Oai i FOR SPACING No. 70602 U m �iZ ro z I� oo a N Z ✓ i/4" MAX. TYPICAL ANCHORS O' @f SEE ELEV. SHIMS + FOR SPACING Iii W z 0= — y N w O - Lj ..yk ao � { al� ' �. 3 I' 01 J�' EXT. • •DOOR DETAILS \� ,^ F g No. 70602 • • • • • • • • • • • •`: �� '., 57 r -Browing no. FL #26942 iVAL{ ��� sheet 6 of..1.0 • • • • • • • • • • • • SEALED 4/18/18 • • • • •• • •• • • • • • • • •• • • •• PROPERLY SECURED TYPICAL ANCHORS EDGE DIST. IRY WOOD RUCK ,•'SEE ELEVATIONS I-"-" """"--"°1 I EDGE DIST r FOR SPACING °• z -T ©y� T TYPICAL ANCHORS -SEE ELEVATIONS j FOR SPACING B TYPICAL ANCHORS SEE ELEV. FOR SPACING 20Y WOOD BUCK I IIU OR WOOD STRUCTURE • • • • si r SEE NOTE SHEET i• • • • • • r�TERE • • `' `' I EDGE DISI # `..\, • • __ED(Y_._DIST. • j• • • �• n •, •h •: • • •12n �• s•I � i y i a • xx lV ( 0 w �..w ... . . �.--------- -- ; d W I� • 1 F.B.C. APPROVED \N• • • • •'t • • • • '�• • II SEE SEPARATE MULLIONAPPROVALjl 0 5 N ti TYPICAL ANCHORS • • • *00 4 TYPICAL ANCHORS • • • 1---------I------ I I C p0 ¢ M $ !' '-• SEE ELEVATIONS i-. SEE ELEVATIONS W > 0 p ^ 1 € FOR SPACING FOR SPACING 1 (-l-l) (-V-) 11 rtn 11 a IL i ill f 'ogTYPICAL ANCHORS Q w 'i SEE ELEVATIONS FOR SPACING r i �I �� a `•!ii N o ' Z w I o � 0:3 G z � o Z z . C) N i Q J O a Z } w tl acDaJR tr: a'04 �JI r �"g aD � W POURED k HARDENED LY� GROUTL ANCHORS IBY HIGH STRENGTH SEE ELEV. 4• MAX.WOOD BUCK FOR SPACING ^.('c = 5000 PSI MIN. t 1�__ ",. NOT BY MR GLASS 1 SHIM 1�4 MAX 1/4• MAX. MUST TRANSFER SHEAR `i -" t , LOADS TO STRUCTURE ` SHIM SHIN 1 S TYPICAL ANCHORS + >*1€ 1 1 LOAD BEARING 28Y, WOOD SUCK ti ( TYPICAL ANCHORS SEE ELEV -} € 3 (SOLID SHIMS WOOD, STRUCTURE �• - SEE ELEV.--y FOR SPACING 1� I -------- -----'- �I�• z) j oFmoNu To cRour) SEE NOT( SHEET/a FOR SPACING r SIDELITE DETAILS H! °o € I._ z f^* A } 1 .` •\ ' �:. �. 'VGE b 1 9 _....... -... s. w w G n n Db. 70582 ......•...._EDGE DIST.. EXT. EXT. dro.,,,' .. Oo ..j _.._.. H. `L TYPICAL ANCHORS' \ii ••' AY 1OQ.•'�,\\\. -SEE ELEVATIONS \�IS�Sy,"•••-• ,�� \\f/ ; 18-36F FOR SPACING FL #26942 '!��do!liRLIL�)`✓ sheet..7. oi70' SLALEU 4/15/15 . .. .. . . . .. .. . . . . . . . . . . ... . . . . ... . . 20Y WOOD BUCK I IIU OR WOOD STRUCTURE • • • • si r SEE NOTE SHEET i• • • • • • r�TERE • • `' `' I EDGE DISI # `..\, • • __ED(Y_._DIST. • j• • • �• n •, •h •: • • •12n �• s•I � i y i a • xx lV ( 0 w �..w ... . . �.--------- -- ; d W I� • 1 F.B.C. APPROVED \N• • • • •'t • • • • '�• • II SEE SEPARATE MULLIONAPPROVALjl 0 5 N ti TYPICAL ANCHORS • • • *00 4 TYPICAL ANCHORS • • • 1---------I------ I I C p0 ¢ M $ !' '-• SEE ELEVATIONS i-. SEE ELEVATIONS W > 0 p ^ 1 € FOR SPACING FOR SPACING 1 (-l-l) (-V-) 11 rtn 11 a IL i ill f 'ogTYPICAL ANCHORS Q w 'i SEE ELEVATIONS FOR SPACING r i �I �� a `•!ii N o ' Z w I o � 0:3 G z � o Z z . C) N i Q J O a Z } w tl acDaJR tr: a'04 �JI r �"g aD � W POURED k HARDENED LY� GROUTL ANCHORS IBY HIGH STRENGTH SEE ELEV. 4• MAX.WOOD BUCK FOR SPACING ^.('c = 5000 PSI MIN. t 1�__ ",. NOT BY MR GLASS 1 SHIM 1�4 MAX 1/4• MAX. MUST TRANSFER SHEAR `i -" t , LOADS TO STRUCTURE ` SHIM SHIN 1 S TYPICAL ANCHORS + >*1€ 1 1 LOAD BEARING 28Y, WOOD SUCK ti ( TYPICAL ANCHORS SEE ELEV -} € 3 (SOLID SHIMS WOOD, STRUCTURE �• - SEE ELEV.--y FOR SPACING 1� I -------- -----'- �I�• z) j oFmoNu To cRour) SEE NOT( SHEET/a FOR SPACING r SIDELITE DETAILS H! °o € I._ z f^* A } 1 .` •\ ' �:. �. 'VGE b 1 9 _....... -... s. w w G n n Db. 70582 ......•...._EDGE DIST.. EXT. EXT. dro.,,,' .. Oo ..j _.._.. H. `L TYPICAL ANCHORS' \ii ••' AY 1OQ.•'�,\\\. -SEE ELEVATIONS \�IS�Sy,"•••-• ,�� \\f/ ; 18-36F FOR SPACING FL #26942 '!��do!liRLIL�)`✓ sheet..7. oi70' SLALEU 4/15/15 LQ-QK-S' OPTION 41: 3 POINT LOCK ASSEMBLY DL01-6065 BY 'INTERLOCK USA INC.' (1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. BOLTS WITH 5/8" THROW (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC: 1/2" DIA. BOLTS WITH 5/8' THROW AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM SURFACE MOUNT METALLIC HANDLES AT 42-1/2" FROM BOTTOM FASTENED TO ACTIVE AND INACTIVE LEAF LOCK STILES WITH (2)1/4-20 X 1-13/16" CONE HEAD MS (4) 1/4-20 X 5/16" SET SCREWS lawold SURFACE BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" AND 68' FROM BOTTOM FASTENED TO LOCK STILE WITH 88 X 3/4" FH SMS (2) SCREWS PER BOLT INACTNE LEAF CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 28" FROM TOP AND 12" FROM BOTTOM FASTENED TO LOCK STILE WITH 88 X 3/4' FH SMS (2) PER BOLT .......... HINGES: .......-- 7-1/2' LONG ALUMINUM BUTT HINGES BY 'SULLIVAN & ASSOC. AT 8" FROM TOP AND BOTTOM AND ONE AT MIDSPAN OF LEAF FASTENED TO FRAME WITH (6) 810 X 3/4" FH SELF DRILLING SCREWS FASTENED TO LEAF WITH (5) 810 X 3/4" PH SELF DRILLING SCREWS MUMT-S. ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. EM 8I PART 8 REQD DESCRD'TION I MATERIAL MANF./SUPPLIER/REMARKS 1 E3008 AS READ DOOR FRAME HEAD/SILL 6063 TB - 2 E101B ! AS READ. FRAME COVER 6063-T6 - 3 I E3006 AS REQD. DOOR FRAME JAMB 6063 T6 __ 4 E3011 AS READ. SIDELTIE TOP & BOTTOM FRAME 6063-76 i -- .. --- 5 E3007 AS REQD SIDELTIE JAMB FEMALE 6083 T6 6 E3009 AS REQD. . ......... ... ... .. SIDELTTE JAMB MALE 6063-T6 ..... ..._....... .. .. .... .... ... ..... ..... .... .. ...... ...... .. .. ....._.......M„,.._.-._..._. 7 E3010 AS REQD. ... rSIDELITE SUP ON JAMB 6063-T6 i-.... .._..__..._ -- . 8 E3001 .......................... AS REQD. ... _... ...... ... ... .................. , 'LEAF TOP & BOTTOM RAIL 6063 TB ___.. ....... ..... . 9 E3005 ....... _... AS REQD. .. . ...... ..... LEAF W'STRIP ADAPTER 6063-T6 10 E3002 AS REQD. 1HINGE STILE 6063 T6 11 LOCK STILE 6063-T6 ......... .. 12 E3004 AS REQD. .. ..... ... ....... ASTRAGAL STILE 6063 TB - ,� ... .... 13 E3014 AS REQD _ _.___._ .... _. ...... ... .. .. SNAP COVER 6063 TS ... ..... 14_ E3013_ 1 SIDELTTE MULLION REINFORCING I 6063-T6 15 E3015 AS REQD SHEAR BLOCK 8063 T6 3 LONG 16 E3016 AS REQD. i_ _ ............_ ..... __ . _ (SHEAR BLOCK NUT 6063-T6 3 LONG 16A E3016 2/ HINGE :HINGE BACK-UP PLATE 6063-T6 8-1/2" LONG O FRAME, 4-3/4" LONG O LEAF __ ` .. .. 17 E9001 .I AS REQD .. ___ .-.............._.................. GLAZING BEAD (IAM GLASS).. 6063-T6 17A E9002 AS REQD GLAZING BEAD (VJSUL LAM GLASS) 6063-76 ____._ 18 E3012 AS REDD INTERMEDIATE HORIZONTAL I 6063 T6 19 G30-01 AS REQD. _ _ ....._.____ _...„.. �. _ _ - - .- ; INTERIOR GLAZING SPACER I SANTOPRENE , DUROMETER 70±5 SHORE A _ ..._...... ., l 20 G10-04 _ AS REOD.EXTERIOR _....___... _ _ ........ ......... ............ ' -_ _.- _. __ _.. �_ - ..:._ ....._.. GLAZING GASKET SANTOPRENE ;OUROMETER 70±5 SHORE A __.-_ 21 € G30 02 - ... G .._ I ... AS REQD. .... ......... ......._. .._......_._ ......._......._.._.__........_............._........._m............. .__..... DOUBLE FIN NR SEAL W'STRIPPING SANTOPRENE DUROMETER 7035 SHORE A - ..... .. _..... ..... 22 1 W71325NK AS REQD. PILE W STRIPPING WOOL ULTRAFAB 23 6:10-05 AS REQD BULB WSTRIPPWG SANTOPRENE EPDM - " ... 24 - .. 2/ LITE SETTING BLOCK 1/8 X 1 X 4 LONG EPDM AT 6 FROM EACH END DUROMETER 80±5 25 F107 _ 3/ LEAF BU1T HINGES ALUMINUM SULLIVAN & ASSOC 25A 810 X 3/4' - HINGE INSTALLATION FASTENERS '_. ST. STEEL FH SMS 26 812 X 1-1/2" AS REQD. JMANE ASSEMBLY SCREWS ST STEEL IH1VH SMS 27 3/B X i" AS REQD. !SHEAR BLOCK FASTENERS ,Si, STEEL HEX SOCKET HEAD SCREWS ... ............ ... 28 812 X 1-1/2" .-- AS REGD. (SHEAR ..... .... r BLOCK FASTENERS i ST. STEEL HWH SMS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• • • • • • • FL #26942 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `0 AH11,A No. 70%2 �l U t O'tn c z s,0 r€�Z O yJ Z 2. O N M aa0 gOD a m o to NI�m� n' n = o drawing no. 18-36F SEALED 4/18/18 1.83 2,012- .080 TYP .512 115 4,000 DOOR FRAME HEAD/SILL C") SIDELITE TOP & BOTTOM FRAME .736 IF 1. .851 .063 SNAP COVER 3. (-a) LEAF TOP/BOTTOM RAIL io 4.750 1.813 L=F x-3.800 ,no HINGE STILE 5.598 ....... . ........................... . 1.813 2.241 .OBO TYP.-' LOCK STILE T-1 9--7 r.080 Typ. 2.241 �13 F__3.800 CZE ASTRAGAL STILE 1.713• .854 4.020 1.026 855 MO I r T_ - f .9501.073 .950 1.073 .538 17 GLAZING BEAD 17A GLAZING BEAD LAM. GLASS INSUL LAM. GLASS .080 Typ. .148 T L,'B.l LEAF WSTRIP ADAPTER 2. 1.813 080 100 4.600 x --- Arl.177 241 .055 ........................... .840 INTERMEDIATE HORIZONTAL SHEAR BLOCK NUT HINGE BACK-UP PLATE DOOR FRAME JAMB SIDELITE JAMB FEMALE SIDELITE JAMB MALE FRAME COVER 188 1.297 f 897 IF _T E.,60.1 SHEAR BLOCK i 080 4.020 ...... .... SIDELITE JAMB COVER A80 1.780 3.605 1.151 SIDELITE REINFORCING FL #26942 Aw No. 70592 drawing no. ....... -36 ... - . 1 1 18 F I bt:ALtU 4/1 Wl tS SEALED 4/18/18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • w. U' (26i ,,=' 4M fj •� • n 7 i T �/ \Cf 0 W O Coca �n DOOR FRAME CORNER z o, oG SIDELLT.E._ERAME.....COMER 0 I r W tZ'NW - y no 15 i I � I y c 0 { • • • • • • es • • • ..� { i ( '�'• VGEN3 al � • • • s • • • • 00: • • No. 70592 1 2 if jr' ,rf • • • • • • • • • • • •�'�0 f� ,•.....PoDP.•••G��. drawing no. . FL #26942 , 18-36F 10af ,��, sheet 1.0 SEALED 4/18/18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BCIS Home Log In User Registration Hot Topics Submit Surcharge stats & Facts Publications Contact Us BCIS Site Map € Links i Search ild ,Product Approval r o 'USER: Public User 'e ls;�Gi Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL20359-R2 Application Type Revision • • 0000 0000•• Code Version 2017 • • • • Application Status Approved • • • • Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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. =.✓.3 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL20359 R2 COI SS -Series MG -300 Alum Horizontal Sliding Window LMI- MI)-CI 2017.pdf Standard Year 0000•• •. • 0000•• 1994 TAS 203 • 0000•• • r • 0000•• Comments • • •' • • • • • Archived : ' • *0 *see* • • 00.00• • 0000• V. •• •• • •• 0.00•• Product Manufacturer Mr Glass Doors & Windows Inc. 0 • • • • . 0' Address/Phone/Email 8120 NW 84th St 0 • a • • 000000 Medley, FL 33166 ;00000 0 0 • • (305) 470-8284 • 0 + • 0.0 • • ulises@mrglasswindows.com • • • : .00. 0 0 ••• Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 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. =.✓.3 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL20359 R2 COI SS -Series MG -300 Alum Horizontal Sliding Window LMI- MI)-CI 2017.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved .SI -,pjnmary o Pro ucis Method 1 Option D 01/15/2018 01/16/2018 01/21/2018 04/10/2018 FL # • • • as •• Model, Number or Name Description 30359.1 • • • •. • Series MG -300 Aluminum Horizontal Large missile impact resistant aluminum horizontal sliding .•;.•. Sliding Window window. yl$ts of Nta Installation Instructions Approved ferese in HVHZ: Yes FL20359 R2 II SS -Series MG -300 Alum Horizontal Sliding, Window (LMI)-2017 DWG W16-26,pdf Approved daromse outside HVHZ: Yes Impact IFt'e A?vt: Yes Verified By: Javad Ahmad PE # 70592 Design Pgessuf$ +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-26 for span vs. load Evaluation Reports WAbinatiA and installation details. FL20359 R2 AE SS -Series MG -300 Alum Horizontal Sliding. Window (LMI) -PAE 2017.pdf • • ' • • : • • Created by Independent Third Party: Yes Poo 1 20359.2 Series MG -300 Aluminum Horizontal Small missile impact resistant aluminum horizontal sliding Sliding Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20359 R2 II SS -Series MG -300 Alum Horizontal Sliding Window(SMI)-2017 DWG W16-28.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PE # 70592 Design Pressure: +90/-140 Created by Independent Third Party: Yes Other: See attached drawing W16-28 for span vs. load Evaluation Reports combination and installation details. FL20359 R2 AE SS -Series MG -300 Alum Horizontal Sliding Window() -PAE 2017.pdf Created by Independent Third Party: Yes Back N Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Lo right 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 emails 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 dick here . Product Approval Accepts: fm R" ® eClack M Credit Card Safe RECEIVED AUG.T: 2g ,rye V tip �� BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map Links Search Florida ; - h r ll, 1 8P Approval 1t�1 I USER: ER: Public User vrum•.e -es i..desuaair_g�l„a ProductApproval Menu > Application Detail FL # t . FL19092-R2 j Application Type `` Revision Code Version 2017` a Application Status Approved Comments ,t Archived Product Manufacturer Mr Glass Doors & Windows Inc. • • • *000 • • • • • • • • 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 Exterior Doors Subcategory iSliding-Exterior Door'Assemblies, Compliance Method 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL19092 R2 COI SS -MG -1000 Alum SGD (LMI-SMI)-CI 2017.pff Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted 02/06/2018 Date Validated 02/06/2018 Date Pending FBC Approval 02/15/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description 19092.1MG-1000 Aluminum Sliding Glass Large missile impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19092 R2 II SS -MG -1000 Alum SGD (LMI)-2017 DWG W 1-83.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: lavad Ahmad 70592 Design Pressure: +120/-140 Created by Independent Third Party: Yes Other: See installation drawing W15-83 for span vs load Evaluation Reports combinations and installation details. FL19092 R2 AE SS -MG -1000 Alum SGD(LMI)-PAE 2017.pdf Created by Independent Third Party: Yes 19092.2 MG -1000 Aluminum Sliding Glass Small missile impact resistant aluminum slidyig gTasrdoor. Door • • •••• Limits of Use Installation Instructions • • • • • • Approved for use in HVHZ: Yes FL19092 R2 II SS-MG-1000W4L" SGD(5-M-1tt027 DWG j W 15-103.p�f • • • • • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: lavad Ahmad PE #705 2 • • • . e Design Pressure: +120/-140 Created by Independent ThirdialartybYes • • • Other: See installation drawing W15-103 for span vs load Evaluation Reports 0000 • • • combinations and installation details. FL19092 R2 AE SS -MG -1000 Alai woSGD (2N) -P 2 17 phi• Created by Independent Thi;d•P9jtY'Yes ;',a 90 • Back • NeXi • • • • • • • • • • • •• • • •• • • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The Stale of Florida is an AA/EEO employer. QQyright 2007-2013 State of Florida.:: Priv 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 emails 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: 0do®IIW7"'M Credit• Safe SeCl11'ITV A[ 1.'1'kICS' AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84TH 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 Drawines # W15-83 FL 19092 Date: 02/01/18 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) • • Y • DESCRIPTION &TEST LOCATION TEST REPORT TEST Test • DATE REPORT # ' Sealed by ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 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: 41 No 70592 Javad Ahmad PE # 705920 •� t • • sTyri of ': ; .'. '•'• AI-Farooq Corporation EB # 3538 ',�FS�¢¢1�PC'j`C• Seal •• .• • O g .. g�:�2(�(j018 ••••.' .,,,,,oNAi �`�``, • 1235 SW 87th Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcene.com 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 ••• I�(•9I'iR�IT•liF , STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCRY, 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 & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG -1000 (L.M.I.j 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). 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 MANUFS 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-METALUC 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, 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. ••• • • • • • •• • • • • • • • • • •• • • • FL #19092 •. • • . . •.• • • 120.0 _ 140_0 •• ••• 720.0 140.0 • • • y AVERAGE PANEL WIDTH DOOR F&MI WIDy NUMBER OF PANELS R- CONTRACTOR i0 BE RESPORSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETNLED ON THS DOCUMENT. B- THIS PRODUCT ALUATION DOFUMENT )WILL BE CONSIDERED INVALID IF AL*IRUBY R1 &ANS. C- Siff CLEC EC7S SHy.L tg PR•FPAR• BY A FLORIDArRORD (LOA.) R OR Cf yC[NCHO L�BECpj[(E T ENGINEER FOR RECORD ROPER •FCR THE PAaJECT Aft wH0 LL 0 R NSiBLE FOR THE PROPER UA OF•THE•P.Efb ENCIN�R OF RRCO , ACTING AS A DELEGATED ENGMER TO TH• P.E.D. ENGINLOR SHALLSUBMIT TO THIS LATTER THE SITE SPECIFIC DRAwiNGS FOR REVIEW. D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / No. 70592 =, drawing no. Vis;; •....�"`..��1 W15-83 Sealed: 2/5/2018 DESIGN LOAD CAPACITY - PSF JAMBS W/O ANCHORS JAMBS WITH ANCHORS STD. ASTRAGAL STD. ASTRAGAL REINF. ASTRAGAL AVFItAGE PWEL WIUM RIDES DOOR FRWE HOW INCHES GLASS TYPES 'A' & 'AI' GLASS TYPES W & 'BI' 'C' & 'Cl' GLASS TYPES 'A' & 'At' GLASS TYPES B' & 'BS' C. & 'CI' GLASS TYPES 'A' & 'AI' EXT.(+) INT.(-) EM.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.( ' . 30) 100.0 100.0 r 80.01; 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 ` 80.0 y 100.0 100.0 80.0 80.0 120.0 140.0 42 82-7/81r1iRF_0_ 1000 100.0 80.0 80.0 100.0 100.0 60.0 80.0 120.0 I 740.0 48 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 80.0 71.1 - 71.1 - 88.9 80.0 88.9 80.0 80.0 - 80.0 - 108.7124.460 98.0 112.0 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 8_0.0 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 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 5488.9 88.9 71.1 71.1 58.9 88.9 80.0 80.0 106.7 124.4 so 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 SOA 120.0 140.0 42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 90 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 60 1 - - - - - - - - 98.0 112.0 30 100.0 100.0 80.0 80.0 1DO.0 1GO.0 80.0 8D.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 110.0 140.0 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 , 1100.0 80.0 60.0 100.0 100.0 80.0 _ 80.0 120.0 146.0 54 88.9 88.9 - 88.9 88.9_ - - 124.4 60 - f - _ - - - - -^ -- _106.7 96.0 f 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 48 100.0 100.0 - - 100.0 100,0 - - 120.0 140.0 50 102 - - - - - - - - 115.2 134.4 52 - - - - - - - 110.8 129.2 54 - - - - - - - - 106.7 124.4 58 - - - - - - - - 102.9 120.0 30 36 100.0 i 100.0 100.0 100.0 - _......... - - - 100.0 _..._.._._..._ 100.0 100.0 _.._ 100.0 - - - .............._...._ - 120.0 ........ _-- 120.0 140.0 140.0 42 100.0 100.0 - 100,0 100.0 - - 120.0 48 106 100.0 100.0 - - 700.0 100.0 - - 120.0 _140.0_ 140.0_ 50 _ _ _ _ _ _ -- -__ ._ 115.2 _ 34.4 52 - - - - - - - - 110.8 129,2 _........ __. - 120.0 140.0 38- .... ...... - - - - - - - 120.0 140.0 42 114 ....... ._ - - - - - -- - - -- - 120.0 140.0 48 -__- - - - - - - - 120.0 140.0 115.2 134.4 - - - - - - - - 120.0 140.0 r 120 - - - - - - - 120.0 140.0 - _ _ _ _ _ _ _ _ _ _ _ _ _ _ -_ 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 ••• I�(•9I'iR�IT•liF , STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCRY, 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 & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG -1000 (L.M.I.j 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). 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 MANUFS 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-METALUC 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, 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. ••• • • • • • •• • • • • • • • • • •• • • • FL #19092 •. • • . . •.• • • 120.0 _ 140_0 •• ••• 720.0 140.0 • • • y AVERAGE PANEL WIDTH DOOR F&MI WIDy NUMBER OF PANELS R- CONTRACTOR i0 BE RESPORSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS DETNLED ON THS DOCUMENT. B- THIS PRODUCT ALUATION DOFUMENT )WILL BE CONSIDERED INVALID IF AL*IRUBY R1 &ANS. C- Siff CLEC EC7S SHy.L tg PR•FPAR• BY A FLORIDArRORD (LOA.) R OR Cf yC[NCHO L�BECpj[(E T ENGINEER FOR RECORD ROPER •FCR THE PAaJECT Aft wH0 LL 0 R NSiBLE FOR THE PROPER UA OF•THE•P.Efb ENCIN�R OF RRCO , ACTING AS A DELEGATED ENGMER TO TH• P.E.D. ENGINLOR SHALLSUBMIT TO THIS LATTER THE SITE SPECIFIC DRAwiNGS FOR REVIEW. D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • / No. 70592 =, drawing no. Vis;; •....�"`..��1 W15-83 Sealed: 2/5/2018 SWCONE 1 VIAT "� SILICONE V SILICONE DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 o'oso . a O O C1 AT 1/4 POINTS ALL SIZES 1/4 POINTS ALL SIZES : 7�: S �L �1ZE� FL 19092 ' GLASS TYPE `AI' GLASS TYPE `BI' • • �L ���: T�Sti: `�Ii • i i • • • ```1111f, 1'1 h 1-3/16" OVERALL. INSUL LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL LAM. GLASS `�P. '.. 'r �10EN8yc''•, m a GLAZING OPTIONS • • 40:41 • • • • • • • • - No.70592 n • • • • • • • _i7: err- g � � • • • • • • • • • • • • drawing no. ` W1 5-83 ��A���®ld�Al"t��� sheet 2 of 12 • • • • • • • • • • • • Sealed: 2/5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS �. �4 2 .090" Interiayer .090" Intedayer oyer I i° • SentryGlas Trosifol PVB ar And Color Glass 'Kuraroy 'Kuroroy 3 By America, Inc.' By America, Inc.' an Chemical Co.' O 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASSHEAT STREN'D GLASS t� F m 0 gi O J v m 00 4By G4 G3 C4G3 3 Q ?yp.aEl E71 pal] CoSILICONE SILICONESILICONE a w ODOW CORNING 795 CORNING 995 DOW CORNING 795DOW o DOW CORNING 995 CORNING 795 DOW CORNING 995 {ZODOW 0 G7 AT 1/4 POINTS ON LITESG7 AT 1/4 POINTS ON LITES G7 C7 AT 1/4 POINTS ON LITES 0 WIDER THAN 36 ONLY WIDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'A' GLASS TYPE 'B t GLASS TYPE `C' U m 9/16" OVERALL LAMINATED GLASS ±9/16- OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS o 3 S z n 3 x� 1/4" TEMP. GLASS 1/4" TEMP. GLASS 1/4" TEMP. GLASS z r0 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE O N M 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS M °D 0 090" Interlayer 090" Intedoyer 090" Intedayer � SentryGlos Ely 'Kuroroy America, Inc.' Trosifol PVB By 'KUfaroy Americo, Inc.' Soflex Clear And Color Gloss By 'Eastman Chemical Co.' Z �i v 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS I N w SPACER SPACER SPACER O W ALUMINUM ¢ ALUMINUM w ALUMINUM m (8083-T5) F (6063-T5) tm (6063-T5) 3 G4 G3 7 N G4 G3 V G3 n n c SWCONE 1 VIAT "� SILICONE V SILICONE DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 o'oso . a O O C1 AT 1/4 POINTS ALL SIZES 1/4 POINTS ALL SIZES : 7�: S �L �1ZE� FL 19092 ' GLASS TYPE `AI' GLASS TYPE `BI' • • �L ���: T�Sti: `�Ii • i i • • • ```1111f, 1'1 h 1-3/16" OVERALL. INSUL LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL LAM. GLASS `�P. '.. 'r �10EN8yc''•, m a GLAZING OPTIONS • • 40:41 • • • • • • • • - No.70592 n • • • • • • • _i7: err- g � � • • • • • • • • • • • • drawing no. ` W1 5-83 ��A���®ld�Al"t��� sheet 2 of 12 • • • • • • • • • • • • Sealed: 2/5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLUSTER OF 4 ANCHORS AT UNANCHORED % JAMBS c JAMes ' - PANEL WIDTH HEAD ANCHORS CLUSTER OF 3. CORNERS r, 6, B OR 10 AT INTERLOCK/ASTRAGAL (SEE SHEET 4) ........ JAMes ' - PANEL WIDTH JAMB OPTION W/9 ANCHORS (108" MAX. DOOR HEIGHT) �-��� i '•-1f'�• (MAX. DESIGN LOADS - 1100.0 PSF) -' I • • • •• • • • • • • SILL ANCHORS / • • • • • • • • • • • • • • • • • • • • CLUSTER OF 6 J • • • • • • • AT INTERLOCK/ASTRAGAL TYPICAL• ELEy%4N DAYIITE OPENINGS WIDTHS: TESTED UNIT PANEL WIDTH — 7.313" 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. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • HEAD ANCHORS JAMB ANCHORS SILL ANCHORS 75 O U FL #19092 �qQi; NALIG��` S" 4 o � � r a drawing no. W15-83 v= vt Qn s d ` U meg ciGNr � 0 Oaeo Q �u U) LL z N _ O .Ll Q W W rt L O Z v {pIl o S n z R a v � Q a .t m 2E OJ y�n 2 �t g 400 X w g a 0 - c O U u C • •• ••• • • • • • •• O� • • • • • • • • • • • • • • • • • • • ` C ••• ••• ••• ••• • • ••• `t\1111 . 70592 k • • • • • • • • _tih. �T tT= •• • • • • • • • �.° _ 8 • • • • • • • • • • • • •, � drowing no. • • • • • • FL #190921f, �NAl E\\.� ........_ I7n1177\ sheet 4 of12) HEAD ANCHOR LAAO CAPACITY -PSP Stag SPACE 1/2' MAX. SHIM 3/6' MAX. SHIM 1/4' MAX. SHIM ANCHOR I(PE ANCHOR TYPES W. 'B' k 'C' ANCHOR TYPE 'A' ANCHORS 'B' 8: 'C' ANCHOR TYPE 'A' ANCHORS 'B' & e AN®ots a enmolls to ANceols a Aticeo9s a ANCHORS a ANCHORS o ANCHORS a ANCHORS a ANtdDRs a ANCHORS AT tATO. AT Y79. AT IPfO. AT Y10. AT 1f7C. A7 MC. AT R7C. ►T YTO. AT IPTG. A7 IRC. ODOR iNAYE 57178 ®IDS SR7F >dlDs 80(8 6XD3 Sfl18 &YD9 37118 HIDE sTBB 71RD3 Sidi II70s S771i 0N3 STIIE lQMS 9788 ENDS PNdl. M1DTN Ndp1T EXT. (+) EXT. (+) EXT. (r) EXf. (+) EXT. (+) M. (+) EXT. (+) EM. (+) EXT. (+) E1(T. (+) °� 111p� M. - DR. - M. - INT. - M. - M. - 114f. - M. - INT. - M. - 30 140.0 140.0 140.0 ib.0 740.0 140.0 140.0 140,0 140.0 140.0 36 140.0 140.0 140.0_ 140.0 140.0 14_0.0 140.0 740.0 140.0 740.0 42 �_7/B 140.0 140.0 140.0 740.0 140.0 740.0 140.0 140.0 140,0- 140.0_ 18 128.6 140.0 140.0 140.0 740.0 740.0 140.0 ib.0 14_0.0__ 140.0 54 114.3 124.4 124.4 124.4 724.4 124.4 124.4 724.4 124.4 124.4 fio 1o2.9 ux.o nz.o nz.o nz.o 112.o nz.o 772.0 112.0 nz.o 30 1b.o tb.o 140,0 1b.o tb.o uo.D 740.0 140.0 1b.o 140.0 38 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 740.0 42 � 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 140.0 1b.o 140.0 140.0 140.0 140.0 140.0 140.0-- - _140.0 54 11218 112.8 724.4 724.4 124.4 124.4 124.4 724.4 124.4 724.4 124,4 _ 60 101.5 712.0 112.0 112.0 712.0 112.0 112.0 112.0 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 1 b.0 38 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 80 735.3 140.0 140.0 140.0 _ 140.0 140.0 _ 140.0 140.0 140.0 140.0 48 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.6 140.0 740.0 54 105.2 124.4 124.4 127.8 124.4 124.4 _ 124.4 121.8 124.4 124.4 60 94.7 112.0 112.0 109.4 112.0 112.0 112.0 109.4 112.0 112.0 30 140.0 140.0 110,0 _ 140_.0 140.0. 140.0_ 140,0_ 140.0 140.0 140.0 36 ib.0 140.0 140.0 740.0_ 140.0 140.0 140.0 140.0 140.0 740.0 42 96 126.9 740.0 140.0 140.0 140.0 _ 140.0 14010 140.0 i 140.0 740.0 48 117.0 140.0 140.0 128.3 140,0 139.4 140.0 128.3 140.0 140.0 34 98.7 124.4 124.4 114.0 124.4 123.9 724.4 114.0 124.4 724.4 60 88.8 712.0 112.0 102.6 112.0 111.5 112.0 102.8 112.0 712.0 -- 30 740.0 140.0 140.0 1b.o u0.o 740.0 740.0 140.0 140.0 740.0 36 139.3 740.0 1bA 140.0 140.0 140.0 140.0 140.0 140.0 _---'- 740.0 42 119.4 140.0 140.0 137.9 740.0 140.0 140,0 137.9 140.0 140.0 -- � 102 104.5 139.3 140.0 120.7 140.0 131.2 140.0 120.7 110.0 140,0 50 100.3 _133.7 734.4 115.9 734.4 125.9 134.4 115.9 134.4 134.4 52 96.4 128.6 129.2 171.4 I 1292 _121.1 729.2 111.4 129.2 129.2 54 92,9 723.8 724.4 107.3 124.4 116.6 124.4 107.3 124.4 124.4 SB 89.5 119.4 120.0 103.5 120.0 112.4 120.0 703.5 120.0 120.0 30 140.0 140.0 740.0 140.0 140.0 140.0 740,0 140.0 140A ib.0 36 131.8 140.0 740.0 140.0 740.0 140.0 740.0 140.0 140.0 140.0 42 112.8 140.0 140.0 730.3 140.0 140.0 140.0 730.3 140.0 140.0 108 ...__-__ 48 98.7 131.8 140.0 114.0 _ _14_0.0 _ 1_23.9 _ 110.0 714.0 740_.0 140.0 SO 94.7 126.3 134.4 -- --109.4 134.4 --118.9 134.4 109.4 134.4 134.4 - 52 91.1 121.4 129.2 103.2 129.2 774.3 129,2 105.2 129.2 129.2 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 124.6 140.0 140.0 140.0 .............1 b.0 140.0 140.0 140.0 140.0 740.0 42 174 106.8 140.0 140.0 123.4 140.0 134.1 140.0 123.4 140,0 740.0 48 93.5 i 124.6 110.0 1�.0 140.0 177.3 140.0 108.0 140.0 140.0 50 89.7 179.6 134.4 103.7 134.4 112.7 134.4 103,7 134.4 134.4 30 140.0 140.0 740.0 14 0:0 • • • • • • c •• • • Sealed: 2!5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.0 140.0 140.0 740.0 140.0 740.0 140.0 38 120 118.4 740.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 42 107.5 135.3 740.0 117.3 140.0 127.4 140.0 117.3 140.0 140.0 46 88.8 118.4 140.0 102.6 136.8 111.5 140.0 102.8 736.8 740.0 • • • • • • c •• • • Sealed: 2!5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • b XO (SHOWN) ox _ XXO (SHOWN) H J �o a XX (SHOWN) `dei I!1�j !R MUIEN d 0 t Me 020 po isco NOTE: 0 o re m 1-.2 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. n 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN LL,2 H ., S p s SHEET 1. < Q a RE 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. -Mir - _Ll ffin MIN i IN FL #19092 ``7111111111,,,,' �PJpp.AN :,-<--,� • • • • • • • • • • • • Jedieu. uoicu io • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W15-83 ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS }F TYPICAL ANCHORS IN PAIRS IN PAIRS SEE ELEV. SEE ELEV. 1 BY OR 2BY FOR SPACIN ; FOR SPACIN WOOD BUCK �.. z • rr 1 F� I � x a'Ip 79Sl v E E DIST. 4" MIN. BIAG ENAL e � $ G EDGE �i N' DIST. 4" STAGGERED MIN. CONCRETE . 3 K51 MIN. Q y i 1 �: 00 �p ` v DIAGONAL' "C2 .a va �II>uuI d IoW S1 7r C VpO �mQQ 1 ES QaO�w OS C I Q��0A Gt C9 jli J �i11 Z•i Ez i 1YEEPHOLES: Q a � Eg ji i Wi - 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" 0 FROM EACH END AND 16" O.C. V 1 W2 a 1/4" X 1-1/2" LONG WEEP HOLES 3 m (1) AT FIX. PANEL in I (3) AT MOV. PANEL 52 3p Z v� I I I z c,: � N F W o. �2 a o i ! I i i FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS04Wo � z W g 1 2S REQUIRED AT TWO PANEL (XX) DOORS ONLY 0 I I I 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 i FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS - 120.0 PSF li i t i • li i i i '' 1 'I I t I C o JIF1 i Al E1 t" ,` o p W1 m GS \ I • n • l •• • •• • I • T ' f G9 - _ • • I• : • • I • • 11111111111 .__.. • '• • a co .'.c.':.'::: 7.::::.::e:::::::: J.:::: ':::::::. • ....... RETE. b n CQNCRETE' J KSI .. :qua: PbURED •HARDENED HIGH STRENGTH GROUT N 34K51 •Alla; G2 .' 70602 NON -SHRINK, NON-METKLIC �� •4" A.• 1 • • • 696 • • • • • • • • b '8 EDGE GIST. Cc - 5000 PSI MIN. NOT BY MR. GLASS ST - • • • • • • =:� • MUST TRANSFER SHEAR LOADS TO STRUCTURE EDGE DIST. • • • • • • • pp • • • • • • • • • • • • • • • • '•• '20�0�.•: ��' drawing no. W15-83 W2 TYPICAL ANCHORS SEE IRSELE >ITYPICAL#NCHORS IN PAIRSsiS•.••""� SEE ELEV. FL #19092 /�//j/DEAL 111 sheet 6 of 12 FOR SPACING FOR SPACING Cn�lnei7/5/9MR ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R WOOD STRUCTURE TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1B1 NY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM D TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- `,2/16" DIA ULTRACON BY 'ELCO(Fu-177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) �THRU 18Y OR 2BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) j 1 -1/4MIN..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'- ,`, /16" DLA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED (HEAD/SILL) TYPE 'C'- ',2/16" DA TEKS OR RELF 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. NTO 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 Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. METAL STRUCTURES 1/B' THK. 4" MIN. AGOERED �IAcoNAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• ••• ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • F.B.C. APPR'D MULLION �1 SEE SEPARATE APPROVAL ,I I, I, I, TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING ;pJ�pGIEN Na 7068270682 ,ti _ L1) �t �'' NF6R10�'.•' G FL #19092 ��''1111' 70NAL TTun11111 1 n 3 FZp 8 q Z 0 e 0 V U 0�m lcf ag paoM. O q00 Q§gym (i ZW� J Z�Z m � Z � J O �O Y F Z �1 � 'a 0V)"' A 8 co I n z 7K w 0 MOD i E1 UNANCHORED JAMB 0 2 U SILICONE DOW CORNING 790 a 1/4" MIN DEPTH - 3/8" MIN. 3/4" MAX. GAPMAX. DOOR FRAME WIDTH SEE NOTE BELOW NOTE: MAX. MOVEMENT CONSIDERED-10OX STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABIUTY OF SEALANT TO SUBSTRATE k 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 15R OF GAP ALLOWED MOVEMENT. /14 X 2-7/8" FH SDS AT 5" FROM ENDS AND 11" O.C. EXTERIOR /14 X 2-7/8" FH SDS AT S' FROM ENDS AND 11" O.C. EXTERIOR © STD. ASTRAGAL © REINF. ASTRAGAL •• ••• ••• ••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • IPJ '�jOEN No.70SB2 A FL #19092 N F Z !r a S0 s 0 0 -lzo Jc+�a Q� mi Z n J eD z N O fa 0 N ; S co � 'aJ� z}$ $ D O J x N G R m.Wm a y§„ Y b ut drawing no. W15-83 O� n TYPICALCHORSSEE E FOR SPACING � a � 4 TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. Q III 4 FOR SPACING FOR SPACING Z L" • - METAL 0 - - - - STRUCTURE �F EXT. V Z m 1/2" MAX. 1 0 LOAD BEARING o MAX. DOOR FRAME WIDTH 1/2" MAX. SHIMS o LOAD BEARING �+ Z 1/2" MAX • MAX. DOOR FRAME WIDTH SHIMS LOAD BEARING SHIMS i cn b � OrnM m TYPICAL ANCHORS SEE ELEV DRILL ING O AND TAP FOR 1/4'-20 3 FOR SPAC} pU Z W r4i Q SET SCREW 1/4"-20 x 3/4" AT 4" FROM TOP h BOTTOM AND (2) AT MIDSPAN AT 6" O.C. C. 11 J 0 c ' u w u off' o U •• •• •• • • • • • • •• •� C VERTICAL slor • • • • • • • • 0.257"0 x 1/2' LONG CENTERED • • • • • • • • • WITH THE SET SCREWS. • • • • • • • • • • 1`11111 I I I1 �r'yYY' /2" MAX. • • • • • • • • • • • • ��` �PJ� kH 1 MAx. DOOR FRAME NiDTH \ •� � LOAD BEARING SHIMS No 00 0 • • • • • • • • • r;Wing no. • . . . • . FL #19092 �/i�111 11111 sheet 9 of 12 z5ealea: LaituTss ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -5.687 .125 .417-moi I Fes- I .452-- 452 --j - 474 .110 15472.6254.0004�1.SS0�.1 1.1731.760 r 1.250 3.833 .2.283 � ` cai FRAME HEAD/SILL L_ P250 Ee PANEL RAIL/STILE .�Et E14 SILL RISER (OPTIONAL) 1.173 A3 CORNER KEY 4+ yfrj Q O qq d C S O F .125 412 -�I 1.370 4.�- E2 FRAME COVER 1.605 � �}II" .125 2.492 2.835 .452 2.000 2.547 r 2.000-1 750 2,75p abf -1 z m 1,487 .075 2.625 2.412 -moi PANEL INTERLOCK 4.633 CORNER 0 N 0 N Z .055 .080 Al ALIGNMENT 5T. STEEL ? cep -�I I�.2{1 I_.500 1840 �j.855 .230 m OD I E3 JAMB COVER E1S SILL RISER (OPTIONAL) .950 ,080 1.p73 .950 1.073 O� 3 Y Z N R 2.287-1 F_ E. INTERLOCK COVER I-� 633--1 I 01v W .090 -y 1.377 2 .412 .828 p-.657 1.700 E11 E12 GLASS STOP (LAM. GLASS) GLASS STOP (INSUL, LAM. GLASS) 0 t 5.400 1.250 E9 TRACK -�11.U5 0 C 1.SSo 7.750 E13 -d. 1 LLL .720 E4 4� FRAME JAMB 8.450 .1zs 1.300 2.750 z,18o .168 i50 1.730 ,125 1,5 � _�. •• ••• • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • `t1t\o1111111////' ��� �r- .A i, �` •• %'1aEN3�c'••.- = __ No. o a 'o u 2.833 090 b .075 - 1.467 �� 1.850 1.570 •• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • • - ; Z �'•., s $ a drawing no. .060 E5 THRESHOLD/JAMB CAP E73 STD. ASTRAGAL •. • • • • • • FL .'........off.•' ��:� #19092 'SS�ONA�.1��``� W15-83 sheet � of 0 12 E10 REINF. ASTRAGAL aealea: z/alzvlts ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEALANT: ��� 2 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. Z m 0 j q LOCKS: SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK AT 38-1/2" FROM BOTTOM N FASTENED TO LOCK STILE WITH �yu1 (2) 10-24 X 1/2` FH TC MS SURFACE MOUNT METALLIC HANDLE AT 38-1/2` FROM BOTTOM FASTENED TO LOCK STILE WITH D (2) 8-32 X 2-5/8" FH MS SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2" FROM BOTTOM 0 O 0 FASTENED WITH o�r�� (1) /14 X 2-7/8" FH SDS AND z O N (1) 12-24 X 1/2" PH MS LL Z y� 4 J�{$�SLJ" Q Welt � O N Z n J O I (/1 0 p 33p g n c9 �) i x 10 gV) m n "0 n ro J g� �3�Y 8 Z � O 0 O 2m2 i D `0 u V 0 u O p • • • • • • • • • • 111111111// O • • • • • • • • 00 0*0 00 04,• �\CJI'!". �.... No. 70882 k •• ••• ••• ••• • • _- b • • • • • • • • • �'•.• drawing no. 000 :• • :• • :•• • • 00 :•: i, s••....... °F'••\ ;` W15-83 FL #19092 ��//���NAL t1E\\` sheet 11oT12 ITEM / PART / QUANTITY DESCRTPTTON MATERIAL YANF./SUPPWBR/REYAAITB E1 1000-E-1001 2 FRAME HEAD/SILL 6005 -TS - E2 - AS REOD. FRAME COVER 60e3 -TS - E3 - AS REOD. JAMB COVER e063 -TS - E4 1000-E-1002 2 FRAME JAMB E063 -Te - E5 1000-E-1005 AS REOD. THRESHOLD/JAMB CAP e0e3-T3 - E6 1000-E-1010 AS REOD. PANEL RAIL/STILE 6005 -TS - E7 1000-E-1011 AS REOD. PANEL INTERLOCK 6005 -TS - EB 1000-E-1018 AS REOD. INTERLOCK COVER e08J-TS - E9 1000-E-1007 1/ MOV. PANEL TRACK 8003 -TS - E10 1000-E-1013 AS REOD. REINF. ASTRAGAL 6003-75 - E11 1000-E-9001 4/ PANEL GLASS STOP (IAM. CLASS) 606J -Te - E12 1000-E-9002 4/ PANEL C1A55 STOP (INSUL. IAM. C1A55) 6063 -Te - E13 1000-E-1012 AS REDO. STD. ASTRAGAL 8005 -TS - E14 MCR -1014 AS REOD. 3-5/e` SILL RISER 6083-T6 OPTIONAL E15 MGR -7019 AS REOD. 4-5/8" SILL RISER 8063 -TB OPTIONAL C1 W71325NK AS REOD. TRI FlN PILE W'STRIPPINC - ULTRAFAB G2 REOD. COMPRESSION GASKET EPDM DUROMETER 7015 SHORE A G3 AS REOD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 7025 SHORE A G4 - AS REOD. WEDGE CASKET EPDM DUROMETER 7025 SNORE A GS E518 AS REOD. NR SEAL GASKET SANTOPRENE ULTRAFAB G6 E238 AS REW INTERLOCK GASKET POLYPROPYLENE ULTRAFAB GB - - 1/4" THK. FOAM PAD POLYETHYLENE - Gg - - NR SEAT. BRIDGE AT INTERLOCK POIYAMIDE - G10 - - NR SEN. BRIDGE AT MIG. STILE POLYAMIDE - G11 - AS REDO. SETTING BLOCKS EPDM DUROMETER 8015 SHORE A Al - - ALIGNMENT CORNER ST. STEEL - Ay - - CORNER KEY E083 -TB - L1 P501-7002 2 POINT MORTISE LOCK h HANDLE - INTERLOCK L2 PSO1-7102 - 2 POINT MORTISE LOCK 4 HANDLE - INTERLOCK L3 P501-1005 - ADJUSTABLE STRIKER - INTERLOCK L5 - - LOCK RELIEVER eOeJ-TS - M1 - 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS ST. STEEL/ACETA FASTENED WITH (2) t2-24 % J/4' PH MS Me - AS REOD. PANEL GUIDES NYLON - M7 - AS READ. PANEL GUIDES � NYLON - 51 %12 % 1 1/2` 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS 52 10-24 X 1/2" AS REOD. INTERLOCK FASTENERS, AT 6" FROM ENDS AND 12" O.C. ST. STEEL PH TC MS SJ /8-18 X 1/2` AS RE00. LOCK RELIEVER FASTENERS NSI 304 PHILIP • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PH SMS S4 1/4-20 % 1/2" AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FB sl I .. ... . . . . . . . . .. . . . . ... . •• ••• •• • • • •• • • • • • • • • • • . .. . . . . . • . • ... . . • . ... . . . . • . . . • . . . . .. .. . . . .. .. ... . . . ... . . gyp:•'Or- At'••;V FL #19092 drawing no. W15-83