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WS-19-267119 -Zbl q-4qll� Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit o.: WS-11-19-2671 imlbr�-'''Permit Type: Windows/Shuttersclassification: Window/floor Replacement Permit Status: Approved Issue Date:11/15/2019 Expiration: 05/13/2020 Parcel Number 89 NE 102ND ST, Miami Shores, FL 33138 1132060131690 Contacts PALOMA TEPPA Owner 89102 ACCORDION SHIELDS OF FLORIDA LLC Contractor CARLOS MEDINA 7329 NW 79 TER, MEDLEY, FL 33166 Business: 3057560065 Description: REPLACING (11)WINDOWS AND (6) DOORS Valuation: $ 28,102.79 Inspection Requests: (IMPACT) 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $17.40 DBPR Fee $4.05 DCA Fee $2.70 Education Surcharge $5.80 Notary Fee $5.00 Scanning Fee $9.00 Technology Fee $6.75 Windows/Shutters Fee $220.00 Total: $320.70 Payments Date Paid Amt Paid Total Fees $320.70 Check # 3154 11/15/2019 $270.70 Check # 3151 11/08/2019 $50.00 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 c8 ify that all the foregoing information is accurate and that all work will be done in co pliance with all applicable laws re la n nstruc n and zonl9g. Futhermore, I authorize the above named contractor to do the work stated. . w I I-� utho'n'zed Signature: Owner / Applicant / Contractor / Agent Date November 15, 2019 Page 2 of 2 e MIC11111 JI IUI CJ V IIIdgC IL Building Department 11 1 I� t 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 n C Tel: (305) 795-2204 Fax: (305) 756-8972 CN�`OJ INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING NOV 2•019 BY! FBC 20 Master Permit No. UJS- I t' 19 - 2- (071 PERMIT APPLICATION Sub Permit No. ZBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP 'M CONTRACTOR DRAWINGS JOB ADDRESS: g Q) � •W `� Citv: Miami Shores Countv: Miami Dade Tin 33 06 Folio/Parcel#: 11 — W116 — 013 [AD Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction T13J519A pe: Flood Zone: BFE::FFE:OWNER: Naam//e��(FeAeSimple Tittlleh�older): kr � 1 Phone#: Address: 601 1'v 10ZA 1 If City: 1 Y 1 R State: Zip: ")_7b Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: �CIJ�"� s (al-' Phone#: Address: em 146 loZ City: 1" t0 4A Qualifier Name: State Certification or Registration #: /%�� City: State: Zip: Value of Work for this Permit: $ �, ��"��"I Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration New�^�,��^,�K ElRepair/Replace D tion of W � VV I K VW 6 ( UV)YAPIP5 1 i Zip: ': Phone#: C 47) A5- 3 � Certificate of Competency #: O d O 3T 4 DESIGNER: Architect/Engineer: _ Phone#: Address ❑ Demolition Specify color of color thru tile: 1 Submittal Fee $ 0 Permit Fee $ 2 +0 CCF $ I'ir • "1 d CO/CC $ Scanning Fee $ " 1. oo Radon Fee $ 2 • � 0 DBPR $ ''ll� Notary $ �. 00 Technology Fee $ (0. -45 Training/Education Fee $ 6 . 2>V Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE S 0. 4 0 Bonding Company's Name (if applicable) Bon ing Company's A City State MortgVLeer's Name (if applic le) MortgAddress City State Zip Zi 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 foregoin information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Glf �p� � �� "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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commence ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the obs a of such posted notice, the inspection will not be approved and a reinspection fee will be charged. j1 / Signature Signature w�/� 1 OWNER'or AGENT CONTRACTOR The foWoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of �� 20 1 by /� c day of (\ �(�V� M$ , 20 , by vy l °� whp is pRrsonally k own to a�fp OMpJO— who is personally known to F a� c+ ti 1JnYer 2. l i %" V me or who has produced' l ctU• (0(00 ' -?41 • }3.1 O as me or who has produced L N as identification and who did take an oath. NOTARY PUBLIC: Sign Prin SCR ®'1� \ EXPIRES y. identification and who did take an oath. NOTARY PUBLIC: Sign: Print:w�r—t?i Seal: Seal: O ` 'se'es �e+�` SINDIAALVAREZ o•. • c . 38273 +�'e* *s��k*k5i( 1i1� ' *2A ** *** o q gyr e ; •' EXPIRES: September 3, 20�� NIIAII / :,'oF d* , Bonded Thru Notary Public Underwriters APPROVED BY Plans Examiner :--- oning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner -Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: l . The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: 7i=avp Owner. State of Florida County of Miami -Dade The foregoing was acknowledge before me this day of 1 ' , , 20A-. �j By I GI tl iYl 1 `� �" who is personally known to me or has produced � ccr� � � r�Y'( r'� ► h Y` as identification. Notary: SEAL: 00Pdil��,� NU 0 �. GG ? 97 Sept 1s, 2G �,� tSte ++`a JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 5/30/2018 PERSON: CARLOS O MEDINA FEIN: 562602485 BUSINESS NAME AND ADDRESS: ACCORDION SHIELDS OF FLORIDA LLC 3172 SW 153 PATH MIAMI, FL 33185 SCOPE OF BUSINESS OR TRADE: Door and Window Installation ❑ All Types ❑ Residential and Commercial EXPIRATION DATE: 5/29/2020 EMAIL: CMEDINA@IMPACTWINDOWCENTER.COM IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 ACOR 1 0 ��. CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDD/YYYY) 11/08/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Global Insurance and Financial Services, Inc. CONTACT NAME:ME:Global Insurance and Financial Services, Inc. A N Ell: (305) 512-9721 FAX, No): (305) 512-9889 ADDRESS: Admin@globalinsurancefla.com 6175 NW 153rd Street Suite 100 INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Covington Specialty Insurance Company Miami Lakes, FL 33014 INSURED INSURER B : INSURER C : Accordion Shields of Florida LLC INSURER D : 3172 SW 153rd Path INSURER E : INSURER F : Miami FL 33185 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL IN SUBR POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE FSI OCCUR VBA67722700 02/13/2019 02/13/2020 EACH OCCURRENCE $ 1,000,000.00 DAMAGE TO RENTED PREMISES Ea occurrence) $ 100,000.00 MED EXP (Any one person) $ 5,000.00 PERSONAL BADVINJURY $ 1,000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRO - X POLICY ECT LOC OTHER: GENERAL AGGREGATE $ 2,000,000.00 PRODUCTS -COMP/OPAGG $ 2,000,000.00 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ RO PROPERTY DAMAGE Per PE dent $ $ UMBRELLA LIAB EXCESS LIAB CLAIMS -MADE EACH OCCURRENCE $ HOCCUR AGGREGATE $ DED F RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A PER OTH- STATUTE I ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMIT 1 $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) SHUTTERS/IMPACT WINDOWS SALES SHUTTER INSTALLATIONS LICENSE # 08BS00346 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 -.3,,i 4ac,0 @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD OWNER S� r tt -DO NOT F�AY RECEIPT O, RENEWA 7489243 SEC, TYPE OF -BUSINESS A rug :AIFD 4AMGM 08BS003,46 Municipal Contractor's Tax Receipt Miami —Dade County, State of Florida - —THIS IS NOT A BILL—' DO NOT PAY CC NO: 08BS00346 ACCORDION SHIELDS OF FLORIDA LLC RECEIPT NO. 3172 SW 153RD PATH MIAMI, FL 33185 7580818 MC SEPTEEXRES MBER 309 2020 Pursuant to County Code Sec 10-24 OWNER TYPE OF BUSINESS ACCORDION SHIELDS OF FLORIDA LI_C SPECIALTY BUILDING CONTRACTOR C/O CARLOS MEDINA MGR PAYMENT RECEIVED BY TAX COLLECTOR 200.00 10/29/�019 0222-20-000359 This receipt is not valid in the following Municipalities: Aventura, noral, Hialeah, Key Biscayne, Miami Gardens, Miami Lakes, Palmetto Bay, Pinecrest, Sunny Isles Beach, Town at Cutler Bay, MIAMFggpE For more information, visit w miami ad uv x ro for IFJ RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FIB RIDA BUILDING CODE, 2017 Robert S. Monsour, P.E. FI # 11955 / 0006024 (A ali \w 'qP)TPDE -bESIGN WIND LOADS IN PSF. �cu 85 ' FOR 175 MPH WIND -�, Interior & Exterior Zones (4&5 - Walls) Positive P''" s xposure D For the 175 mph W on C RPfORY 2 BLDG Heigh (Ma ) Effie 'v 'nd Area r, 'ry)Ar�ea n uare Feet 10 20 0 b 0 60 0.89 0.88 0.86 15 4 46.7 45. 44.5 43:8 43.2 .7 45.9, 45.3 25 �52 50. 49.4 48. 47.6 47. 30 55.1 2.6 51.2 5, 49.3 .7 55.3 53.8 52.7 1.9 51.2 50 60.3 57.6 56.0 54.9 5 . 53.7 • • • 62.2 59.4 57.8 56.6 36.7 � x, Z � / Interior a -Walls) Negative Pressures • • • • • • • • • • Ex osure D For the 175 mph Wind Zone CATEGORY 2 BL Wffed Area (or, Trib ry Area) in Squacefeet•,•• • ei ht 30 40 50••• • 60 .( m)- -0.99 -0.�8 -0.86.:.15 48.7 -47,a• - - 51.0 - 0.3 -49, -57.7 -55.3 -53.9 -52.9 -52.1 -5 .5 30 -59.8 -57.3 -55.8 -54.8 -54.0 3.3 40 -62.9, =60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4 -62.7 -61.1 -60.0 -59.1 -58.4 60 767.5 -64.7 -63.0 -61.9 -61. -60.2 Exterior Zones (5 - Walls) ;Negative Pressures Exposure D For the 176 mph Wind Zone /ATEGORY 2 BLDG Effective Wind Area (or, Tr' utary A a) in Square Feet Height 10 20 30 7)56.7 50 60 (Max um) -1.40 -1.29 -1.23 19 -1.15 -1.13 15 -65.5 -61.1 -58. -55.3 -54.1 -68.7 -64.1 -61.4 .4 -57.9 -56.7 25 -71.2 -66.4 -63.6 -61.6 -60.1 -58.8 30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 -72.4 -69.3 -67.1 -65.5 -64.1 50 -80.8 -75.3 -72.1 -69.9 -68.1 1 -66.7 60 -83.3 -77.7 -74.4 -72.1 -70.3 1 -68.8 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROUTS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE I STABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY `ROBERT MONSOUR. i Exterior Zones (5 - Walls) ;Negative Pressures Exposure D For the 176 mph Wind Zone /ATEGORY 2 BLDG Effective Wind Area (or, Tr' utary A a) in Square Feet Height 10 20 30 7)56.7 50 60 (Max um) -1.40 -1.29 -1.23 19 -1.15 -1.13 15 -65.5 -61.1 -58. -55.3 -54.1 -68.7 -64.1 -61.4 .4 -57.9 -56.7 25 -71.2 -66.4 -63.6 -61.6 -60.1 -58.8 30 -73.8 -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 -72.4 -69.3 -67.1 -65.5 -64.1 50 -80.8 -75.3 -72.1 -69.9 -68.1 1 -66.7 60 -83.3 -77.7 -74.4 -72.1 -70.3 1 -68.8 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROUTS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE I STABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY `ROBERT MONSOUR. i NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROUTS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE I STABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY `ROBERT MONSOUR. i I{ I 44 44-1 .0 i " -5 _t.� I t—iz- i i Irt _ I .I,._.._ �...._. -.-. I� _ 1*7 AN— ww • I 110 I IL !_ _I �T� _ ___ _ �_ it �' 1� Sflrf+l_ • "t• .• • ,— { i ^_ s — _ .?__..._l.__ BY or- �_orhl uficF.._I TAIF ANO C (r I, i�lQiRfiClsiJL •: ! : : i : i--, _ _ _ 5- 1 so �'5 --Z • y q _ �- 1, {,�},,��'}t -+@� } t,��y � � x�i➢➢: (�L,. fl ryry�� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications € Contact Us BCIS Site Map Links Search �tlJ�" _ ry)�:'.! Product Approval .USER: Public User k Product Approval Menu > Product or Appbcati n F&iii-C plication List > Application Detail FL # FL19092-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. • • • • • • • + •00 Address/Phone/Email 8120 NW 84th St • Medley, FL 33166 • • • • • • (305) 470-8284 ••+�•• • •••••• ulises@mrglasswindows.com • • • • • • • • • •••• •••• • • Authorized Signature Ulises Senaris 0009 0000 • • • • • ulises@mrglasswindows.com 090000 • • • • • i • • • •• •• •• • •••••• Technical Representative • • • • • • • • • Address/Phone/Email • • • • • • • • • • • • • • Quality Assurance Representative • • • • • • • • Address/Phone/Email •+ • • Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Flori egistered Architect or a Licensed Florida essional Engineer Evalua to port - 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.pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 0 Product Approval Method Method 1 Option D Date Submitted r Date Validated Date Pending FBC Approval Date Approved Summary of Products 02/06/2018 02/06/2018 02/15/2018 04/10/2018 FL # Model, Number or Name Description 19092.1 MG-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 (L-MI)-2017 DWG W15-83.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad 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 ( I -M 2017.pdf Created by Independent TFyrd Party: Yes • • • • 19092.2 MG-1000 Aluminum Sliding Glass Door Small missile impact resistant allirtgipum sliciiTg•cJI;ss door. • • • • Limits of Use Approved for use in HVHZ: Yes Installation Instructions • • FL19092 R2 II SS MG 1000 AIum6GD 15P 1� 1 W Approved for use outside HVHZ: Yes •• W15-103.pdf • •' • ' Impact Resistant: Yes Verified By: Javad Ahmad Pitd� WQ5:9P • • • • • Design Pressure: +120/-140 Other: See installation drawing W15-103 for span vs load combinations and installation details. Created by Independent Th�q Per . Yes • �• • • • • • Evaluation Reports FL19092 R2 AE SS-MG-10tO41 al"SGD (SMI)-aAE 2017.pdf Created by Independent Third Party Yes • • ' • • • • • • • • • •• • • •• • • Back Next • • • Contact Us : 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. (�QRyyLight 2007-2013 State of Florida.:: Priv Statement :: Accessibility 5Latement :: 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: e .[�M7 M Credit Carta Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 19092 Date: 02/01/18 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 Velocity Hurricane Zone (HVHZ) testing r*"Ments. ' 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) 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 I F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com 0 0 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) 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. 10/23 015 8593 Idalmis Ortega, P.E. 0/23/2015 Idalmis Ortega, P.E. Under the limitations of the attached i stallation wings, to the best of my knowledge and a ' 'ty, the above product conforms the re rements of the 2017 Florida BuildingCode. Evaluation Report Engineer: ,,,..'.......I, No 70592 ): lavad Ahmad PE # 70592 o'. sr�o • •••• ° Corporation EB # 3538 AI-Farooq Cor P '�. S •.. •• ealedl2Y3/2018 • • • • � • • • • • • • • • • • • • • • • • •• •• •• • •••••• • • • • • • • • •• • • •• ••• 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 Y r r AL-FAROOQ CORPORATION VIE] CONSULTING ENGINEERS & PRODUCT DEVELOPMENT February 5, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations '..' • 00000 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.1 ""•"�� • . . . . ...... Certificate of Independence :""' • Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, ,,pnrtnyry No 70592 STA' 6F ,r ++S10NAIE �`� 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 17 DESIGN LOA CAPACITY - PSF JAMBS W/O ANCHORS JA NIT ANCIIORS 'STD. A GA ST ASTRA REINF. ASTRAGAL AVERAGE PANEL WIDTH ODOR FRAM NEIGH! GLASS TYPES S PES & 'BI' 'C' & 'Cl' C S YPES & •A1' GLASS TYPES B' & 'BI' 'C' & 'Cl' GLASS TYPES 'A' & 'AI' INCHES INCHES EXT.(+) INT.(-)/ EXT.(+ EX +) INT -) EXT.(+) I INT.(-) EXT.(+) INT.(-) 30 36 42 82-7/8 100.0 100.0 100. 80.0 80.0 00.0 00.0 80.0 80.0 120.0 140.0 10 .0 80.0 80.0 100.0 1 100.0 80.0 80.0 80.0 120.0 12MO 140.0 100.0 1 0.0 80.0 80.0 100. 100.0 80.0 140.0 48 54 100.0 100.0 00.0 8 1 .0 a.9 100.0 88.9 80.0 80.0 .0 106.7 40.0 124.4 88.9 88.9 71.1 1.1 80.0 80.0 - - O.0 - - 96.0 112.0 100.0 100. .0 100.0 80.0 80.0 120.0 140.0 100.0 1 .0 100.0 100.0 80.0 80.0 120.0 140.0 42 84 100.0 100. 100.0 100.0 60.0 80.0 120.0 140.0 48 100.0 1io.'_00 71.1 100.0 100.0 BOLO BOLO 120.0 140.0 8 88.988.9 BOLO BOLO 108.7 124.4 eo 80.0 0 - 80.0 80.0 - - 96.0 112.0 80.0 80.0 100.0 1 100.0 80.0 80.0 120.0 140.0 36 42 48 54 60 90 100.0 100.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 80.0 80.0 100.0 100.0 80.0 80.0 80.0 80.0 120.0 140.0 100.0 88.9 100.0 80.0 80.0 100.0 100.0 120.0 140.0 88.9 - - 88.9 88.9 - - - 106.7 124.4 - - - - - - - 96.0 112.0 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 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 48 96 100.0 100.0 100.0 100.0 BOLO 80.0 80.0 80.0 100.0 100.0 100.0 100.0 80.0 80.0 120.0 140.0 80.0 80.0 120.0 140.0 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 60 - - - - - - - - 96.0 112.0 30 36 100.0 100.0 - - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - 100.0 100.0 - - 120.0 140.0 42 48 50 102 100.0 100.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 - - 100.0 100.0 _ - - - - - 120.0 140.0 - - - - - - 115.2 134.4 52 54 - - - - - - - - 110.8 106.7 129.2 124.4 - - - - - - - _ - 56 - - - - - - - - 102.9 120.0 30 36 42 48 50 52 108 100.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 - - 100.0 100.0 - - - 120.0 120.0 140.0 140.0 100.0 100.0 100.0 - - 100.0 100.0 - 100.0 - - 100.0 100.0 - - - - 120.0 115.2 140.0 - - - - - - - - 134.4 - - - - - - 110.8 129.2 30 - - - - - - - - 120.0 140.0 36 - - - - - - - - 120.0 140.0 42 114 - - - - - - - - 120.0 140.0 48 50 - - - - - - - - - - 120.0 140.0 - - - - - - 115.2 134.4 30 36 120 - - - - - - - - - - 120.0 140.0 - - - - - - 120.0 140.0 42 120.0 140.0 48 - - - - - - - - 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 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND L REQUIREMENT BASED ON WIND VELOCITY, BLDG. EIGHT, WIND ZONE USING APPLICABLE ASCE STANDARD. STEP 2 DETERMINE DOOR CAPA FROM TABLE ON SHEET 1 FOR THE CUSS TYPE SEO. STEP 3 USING CHARTS ON S ET 4 SELECT HEAD ANCHOR OPTION WITH DESIGN RATING ORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VAL RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO NTIRE SYSTEM. STEP 5 FOR DOORS WI UNANCHORED JAMBS, USING SHEET 8 DETERMINE MI . AND MAX. GAP DIMENSIONS. THESE DOORS ARE TED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY E REQUIREMENTS OF THE "IT, (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS &BUCK FASTENERS BY OTHERS, MUST BE ED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO TH TRUCTURE. ANCHORS SHALL BE CDR 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. •• ••• • • • • • •• • • •• • • • • *0 FL #19092 •i •AND IINSTALLAUE� 0 BHISEPRODUCT ERASEDTON THISCPRODHE SELETION,UCTREVALUPUCHASEATION ; F'° ••AH // PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED )Q:•'"OCENSF ON THIS DOCUMENT, R-THIS PRODUCT EV UATION DOC+IA`FW W%L�4CONSIOERED INVALID IF No 70592 ' • • • • ALTERED •Y ANY )M�N& • • _ A A ! • • C- SIIE S*ECIf� PgDJECyS SHALL BE•PREPARE, BY q FLORtOA RI STEREO •• • ENGINES 0l�ARC ECi 1Cn WILL COME THF�ENGI ER OF RECORD (E.O.R.) =•V • • • F•R THE•PROJERr AID WILaV RESjq fIBLE FOR THE PROPER �•� DOOR F • USE C• TI• P.RD. L4GINEER 010 RECORD 7CTING AS A DELEGATED (� B T F AVERAGE PANEL WIDTH a RA&_ADTH • ENCINEER•O THE FWD. ENGINEER SHAt.L SUIT TO THIS LATTER THE SITE NUMBER OF PANELS P •. SPECIFIC DRAWINGS rOR REVIEW- J�x '••.,• D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. • • • • • • • • • • • • Sealed: 2/5/2018 • •• •• • • • •• •• ••• • • • ••• • • 4 V m 2 Az h Y O N N C ci O tot, OCN t9 0 V O N N O N Q w z I0i v^I LL Z f Drawing no. W15-83 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interloyer 090" Interloyer .090" Interlayer "\V r SentryGlos ` Trosifol PVB ` Saflex Clear And Color Glass 1 By 'Kuroray America, Inc.' ` Byr'Kuraray America, Inc.' 1 By 'Eastman Chemical Co.' 1 1/4" HEAT STREN'D GLASS 1 1/4" HEAT STREN'D GLASS 1 �i/4" HEAT STREN'D CUSS SILICONE SILICONE SILICONE -DOW CORNING 795 -DOW CORNING 795 -DOW CORNING 795 p DOW CORNING 995 p DOW CORNING 995 p DOW CORNING 995 5t Gt AT 1/4 POINTS ON LITES O G1 AT 1/4 POINTS ON LITES 01 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY WIDER THAN 36" ONLY WIDER THAN 36" ONLY GLASS TYPE 'AGLASS TYPE '13 GLASS TYPE 'C' 9/16 RALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS 1/4' TEMP. GLASS 1/4" TEMP. 1/4" TEMP. CUSS 3/8" AIR SPACE 3/8" AIR SPACE 3/8" AIR SPACE 1/4" HUT STREN'D GLASS 1/4" HEAT STREN'0 GLASS 1/4" HEAT STREN'D GLASS .090" Interloyer 090" Interloyer .090" Interloyer SentryGlos -Trosifol PVB Saflex Clear And Color Glass By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By 'Eastman Chemical Co.' -1/4" HUT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HUT STREN'D GLASS SPACER SPACER SPACER - ALUMINUM ALUMINUM ALUMINUM (6063-T5) (6063-T5) (6063-T5) i = y G4 G3 ] G4 G3 G4 G3 SILICONE DOW CORNING 795 DOW CORNING 995 o: O Gt A 1/4 POINTS ALL SIZES GLASS TYPE 'Ai' 1-3/16" OVERALL INSUL. N. GLASS 7INSUL. ILICONE OW CORNING 795 OW CORNING 995 0 O_ ALL SIZES GL 1-3/16" OSS GLAZING OPTIONS cJ SILICONE -DOWCORNING 795 DOW CORNING 995 o ••• •• A1.1 • 1'. Tj AL•SI•S ••• LA Y •CI• • • • • • • • • •• 1-3/16" OVERALL INSUL. LAM. GLASS •• ••• • • ••• ••• • • • • • • • • • • • • •• • • • • •• •• ti ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #19092 vg III �''' 'r J1,qy 'qz�q�� 7 ��•' 410ENSF '•:Q 4 No. 70592 �• (drawing no. I W15-83 3 7 P '• 7\� So:�••. R�o�s•�a: Sealed: 2/5/2018 CLUSTER OF 4 ANCHORS JAMB OPTION W/O ANCHORS (10:" MAX. DOOR HEIGHT) (MAX. DESIGN LOADS - 3100.0 PSF) HEAD ANCHORS CLUSTER OF 3" MAX. HEAP �y, 6, 8 OR 10 AT INTERLOCK/ASTRAGAL CORNERS (SEE SHEET 4) -_ _ DOOR FRAME WIDTH 1 1 I I I I I I 1 1 1 1 1 1 1 1 I I 1 1 1[ I C IL _ I II II II II I I I I W �I �I I I I I n n J II II TS^i 11 I' I I ' I' II I I 11 II II 1' I I �I �I c) o I I I I I I I I I I I I 42 ,/8' 42 1/8" FALSE MUNTIN D.L.O. D.L.O. OPTIONAL 49 7/16 PANEL WIDTH 49 7/16- PANEL WIDTH SILL ANCHORS / CLUSTER OF 6 J DAYLITE OPENINGS WIDTHS: AT INTERLOCK/ASTRAGAL 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. -r HEAD ANCHORS N `z o V JAMS ANCHORS MNo I Z 0 0 C,�0 U ��•n VaWa 0 IL a o 016 �za 2 LL 2N M U m J Z m g 3Q rn Z 0 Ad Z t N g 0 M m O N O c7 cg W SILL ANCHORS l • •• • • • • ••• • • c • • • • • • • • SILL • • • • • • • • • • • • CORNER TYPICAL ELEVATION �IPF?•�!�e TESTED UNIT 00EN • A •• ••• • • ••• ••• No. 70592 _ •• • • • • • • • ___ a • • • • • • • • • • • • S T drawing no. 0RIo@..®; W15-83 FL # 19092 LNA L, meet 3 of 12 ••• • • • • ••• • • • • • • • • • JE41CU. L/U/LV 10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • HEAD • • • • • • • • • • • • • • •• • • • • • �� A,ACENSF'�® i •• a • • • • • • • • _- No. 70592 • • •• • ••• • • • •• •• ��©' BT FL #19092 �7i��®WXL \\\11111110 ��` y.0 01 I N J a I O 0 � oyp d N 2 �p CF nR Z ¢� IL 0 0 ` 0wN Q N N 0 cr 0 0 0 C O Q � U) J�0x QUf J O o U z a 8 _ U m + p a'tf LL{ 8 V) H O � t m OO 't M 0 (QJ) a �+Z8j - p J .. 0_; -1 ioo m 0 u d O c U 0 m c I - i E drawi0 W 151 3 sheet 4 oi12 ANCHOR LOAD CAPACITY - PSF SHIM SPACE 1/2" MAX. SHIM 3/8" MAX. SHIM 1/4" MAX. SHIM ANCHOR TYPE ANCHOR TYPES 'A', 'H' h 'C' ANCHOR TYPE 'A' ANCHORS 'B' $ 'C' ANCHOR TYPE 'A' ANCHORS 'H' & 'C' DOOR FRAME R ANCHORS AT YTG. STILE ENDS R ANCHORS AT G. SR78 ENDS 10 ANCHORS AT YTC. STILE ENDS A ANCHORS AT YTC. STi18 ENDS E ANCHORS AT MTG. SHIP ENDS ! ANCHORS AT MTG. S17I3 ENDS E ANCHORS AT MTG. STILE ENDS A ANCHORS AT MTG. STILE ENDS A ANCHORS AT MTG. STILE ENDS A ANCHORS AT MTG. STAB ENDS PANEL WIDTH mcNEs HENRII INCHES EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INF. - EXT. (+) INT. - EXT. (+) MII. - EXT. (+) INT. - EXT. (+) INi. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - 30 36 42 62-7/B 140.0 I40.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 /40.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 4B 128.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 54 60 114.3 124.4 124.4 112.0 124.4 112.0 124.4 124.4 124.4 124.4 124.4 124.4 102.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 48 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 128.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 54 112.8 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 60 101.5 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 90 135.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 46 54 60 116.4 105.2 140.0 124.4 140.0 136.E 140.0 140.0 140.0 1J8.8 140.0 140.0 124.4 121.E 124.4 124.4 112.0 124.4 112.0 121.E 124.4 124.4 94.7 112.0 112.0 109.4 112.0 109.4 112.0 112.0 30 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 740.0 140.0 140.0 140.0 140.0 42 48 54 60 96 128.9 140.0 140.0 140.0 140.0 140.0 139.4 140.0 U0.0 140.0 140.0 140.0 111.0 140.0 124.4 140.0 124.4 128.3 _ 114.0 140.0 128.3 140.0 140.0 98.7 124.4 123.9 124.4 114.0 102.E 124.4 124.4 88.8 112.0 112.0 102.8 112.0 11 LS 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 42 48 loz 139.3 119.4 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 137.9 140.0 140.0 140.0 131.2 140.0 140.0 137.9 140.0 140.0 104.5 139.3 140.0 120.7 120.7 140.0 140.0 50 100.3 133.7 134.4 1 15.9 134.4 125.9 134.4 115.9 134.4 134.4 52 54 98.4 128.E 129.2 111.4 129.2 124.4 121.1 129.2 111.4 129.2 129.2 92.9 123.8 124.4 107.3 118.8 124.4 107.3 124.4 124.4 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 42 46 108 131.6 140.0 140.0 140.0 140.0 130.J 140.0 140.0 140.0 140.0 140.0 140.0 112.8 140.0 140.0 140.0 140.0 130.3 114.0 140.0 140.0 140.0 98.7 131.E 140.0 114.0 140.0 123.9 140.0 140.0 50 52 94.7 91.1 126.3 134,4 109.4 134.4 118.9 134.4 109.4 134.4 134.4 121.4 129.2 105.2 129.2 114.3 129.2 105.2 129.2 129.2 30 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 124.8 140.0 140.0 140.0 140.0 140.0 140.0 42 48 50 114 108.8 93.5 140.0 124.6 119.8 140.0 123.4 140.0 134.1 140.0 123.4 140.0 140.0 140.0 134.4 108.0 10J.7 140.0 134.4 117.3 112.7 140.0 108.0 140.0 134.4 140.0 89.7 134.4 lOJ.7 134.4 30 36 120 140.0 140.0 140.0 140.0 140.0 1J6.8 140.0 140.0 140.0 140.0 140.0 740.0 140.0 118.4 740.0 140.0 140.0 140.0 138.8 140.0 4 2 48 101.5 13 5.3 140.0 1 17.3 102.E 140.0 136.8 12 7.4 140.0 117.3 140.0 140.0 68.8 118.4 140.0 111.5 140.0 102.6 136.8 140.0 • • • • • • • • Sealed: 2/5I2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • b i XO (SHOWN) ox -o o- XOX (SHOWN) b � XXO (SHOWN) o- OXO (SHOWN) o- -o „ OXXO(SHOWN) APPROVED GONFI RATIONS -o o- XX (SHOWN) _0 .0V Z �� n O Z h N J Q f i O 0 G�µN OGy� col NOTE: 0 lai b ¢ 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. � 2 0 N Q Lu 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN LL i o g=g v SHEET 1. J A • Q 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. Q m f J �• n = m I 0 o p y Z � • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .�J 28 z V) w O s � F 'o � � I V)3� a C� d W FL #19092 vg • I r No. 70592 o � # 8 3 T F drowing no. i,,,y0NA�10� sheet 5 of 12 JC .I L 11V 10 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING, 1BY OR 2BY WOOD BUCK NCRETE a POURED h HARDENED KSI MIAs HIGH STRENGTH GROUT I NON -SHRINK, NON-METALLIC ; 1'c = 5000 PSI MIN. GE DIST. NOT BY MR. GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE W2 TYPICAL ANCHORS IN PAIRS SEE ELEV, FOR SPACING TYPICAL ANCHORS IN PAIRS FOR SPACING WEEPHOLES: W1 = 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" FROM EACH END AND 16" O.C. W2 = 1/4" X 1-1/2" LONG WEEP HOLES (1) AT FIX. PANEL (3) AT MOV. PANEL FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUIRED AT TWO PANEL (XX) DOORS ONLY 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 FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF l �I II II II I��II it II I II I JI I � � PIP N.14 N z I • • • I• • • • • • \\I 11 llllj • • • • • • • • - No. 70592 • • • • • • OF FL # t 9092 ��11111111\ • • • • • • • • 0-1— L/UILU 10 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE WOOD STRUCTURE DIAGONAL s wN TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 19Y 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(Fu-177 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" OIA. 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 Vc a 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS T'm = 2000 PSI MIN. METAL STRUCTURI 1/8" THK. DIS 4" MIN. STAGGEREI DIAGONAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• F.B.C. APPR'D MULLION �1 SEE SEPARATE APPROVAL II II • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FL #19092 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING No. 70592 S S T drawing no. tst�.'... RIOP�•®.�`` W15-83 • • • • • • . zealea: z/alzuT6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. E ANCHORED JAMB FOR SPACING FIX. PANEL _ E4 D.L OF • G5 G1 E6 o , W S JO=- - • ct U A u o � G9 M6 E5 IBY OR 2BY WOOD BUCKS 1/2" MAX. LOAD BEARING SHIMS E 1 UNANCHORED JAMB U O P SILICONE v DOW CORNING 790 1 /4" MIN DEPTH - 3/8" MIN. 3/4" MAX. GAP _ MAX. DOOR FRAME WIDTH SEE NOTE BELOW NOTE: MAX. MOVEMENT CONSIDERED-100R STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILRY 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 15X OF GAP ALLOWED MOVEMENT. © STD. ASTRAGAL \J #14 X 2-7/8" FH SDS #14 X 2-7/8" FH SDS A' ...... �.. EXTEI © REINF. ASTRAGAL r •• c v 1 • 0 O r • All r • • \1\1111111 �/j ��'•4\GENS o � • • • • • • • • • • • • • _ No. 70592 s �• • • • • • • %® 3 drawing no. FL # 19092 ��''��a®NA► �� W 15-83 llllllllll\\\\ sheet 8 0(j 2 • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING W � 0 o � c7 0 3 1/2" MAX. LOAD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING )AD BEARING SHIMS O MAX. DOOR FRAME WIDTH DRILL NO 7 OAND TAP FOR 1/4"-20 SET SCREW 1/4"-20 x 3/4" AT 4" FROM TOP k BOTTOM AND (2) AT MIDSPAN AT 6" O.C. VERTICAL SLOT 0.257"0 x 1/2" LONG CENTERED WITH THE SET SCREWS. NCHORS ING SHIMS SHIMS • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• ••• • • • • • • • • • • FL #19092 Z Z r C p0`6 0 n 0top vogM4 0 28 C) 'ICALANCHORS Q a O O 2 SPACING k Z 11p�D7 Y1 Q W 0 f F O n J m 0 OO Y o lz n i In m 0 � O J 3 O � N lal i �.•'' 1.10ENS •'•. ® o o No. 70592 = •• O S T F drawing no. ��7S��fiI/sA"1�� sheet 9 of 12 • • • { { • � • vco�c�a. cI JIGV I V 5.687 U125 1 7� �I I I 2.625 4- ,550- 1.250 h•- EI) FRAME HEAD/SILL 125 2 -•-I 1.370 k•- r E2 FRAME COVER �{ 1.467 �- .075 2.825 L-.500 F3 JAMB COVER FRAME JAMB 2.635 .075 1.467 IIII� .060 F THRESHOLD/JAMB CAP .417� r r,==J=j-c - 110 4.000 3.050 W- 2.250 -- °J PANEL RAIL/STILE r1.605 - 1 .125- I� 2.492 2.635 2.412- i PANEL INTERLOCK 055 241 1840 I� F� INTERLOCK COVER �{ 1.370 .4712 .62 1 TRACK REINF. ASTRAGAL .452 -y v 1.000 1.547 VA,33 .080 E14 SILL RISER .452 C 2.000 2.547 -. 4.633 .080 - - E15 SILL RISER (OPTIONAL) 4. CORNER KEY 2.000 r � -50 2.750 _Q ALIGNMENT CORNER ST. STEEL .855 230 - Imo- .950� �_---p_ UF .060 1.0873 .95� 1.073 633-�I r-.657 E11 GLASS STOP 1.700 1.135 2.180 r.188 1.730 125 1.550 I 1---T f�-1.570 �I�STD. ASTRAGAL ASTRAGAL E12 GLASS STOP ONSUL. LAM. • • • • • • • • • • • • • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • • • • FL #19092 ��''41GENSf •'•._ No. 70692 • • • • • • • • aealeU: uo/w16 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a n � fx� drawing no. W15-83 ITEM / PART �! QUANTITY DESCRIPTION MATERIAL u f SEALANT: �Vf ALL JOINTS AND FRAME CONNECTIONS SEALED WITH Z n WHITE/ALUMINUM COLORED SILICONE. r J O h Q LOCKS: 2 N SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK �. H AT 38-1/2" FROM BOTTOM J p O W .. FASTENED TO LOCK STILE WITH N a. �ii 1u � C (2) 10-24 X 1/2- FH TC MS G SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM n FASTENED TO LOCK STILE WITH O �Aro (2) 8-32 X 2-5/8- FH MS C' 0 n g SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2- FROM BOTTOM O IL p t'pi FASTENED WITH 014 X 2-7/8" FH SOS AND I0 O ay1% k rc Q: p d N (1) (1) 12-24 X 1/2" PH MS C Z Q w p F LL ZVpl: s o 3 p s J Qwmf _-- u J �• z m I V7 0 g 8 h 2 .+j C7 z w V A N O M �J0 3 LL r o 0 Z u u O J n Q N W 1 immk 0 u ur v • • • • • • • • • 0 0 12 TT • • • • • • • • • • • y p Jp �. .....H. .. I� A \ i •• ••• • • ••• ••• =A N0, 70592 • • • • • • • • • • • • • • �® '•, 8T E drawing n0. W 15-83 FL �� 19092 sheet l l of 12 # ",ON, 1� —•• MANF./SUPPLIER/REMAKES El 1000-E-1001 2 FRAME HEAD/SILL BOOS-TS - E2 - AS REOD. FRAME COVER 6063-TS E3 - AS REOD. JAMB COVER 6063-T5 E4 1000-E-1002 2 FRAME JAMB 6063-T6 - E5 1000-E-1005 AS REOD. THRESHOLD/JAMB CAP 8083-T5 - E6 1000-E-1010 1000-f-1011 AS REOD. PANEL RAIL/STILE PANEL INTERLOCK 8005-T5 - E7 AS READ. BOOS-TS - E8 1000-E-1018 AS REOD. INTERLOCK COVER 8083-TS - E9 1000-E-1007 1/ MOV. PANEL TRACK 8005-T5 - E10 1000-E-1013 AS REOD. REINF. ASTRAGAL BOOS-TS - E11 1000-E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 8083-T6 - E12 f000-E-9002 4/ PANEL CLASS STOP (INSUL. LAM. CLASS) 8083-T6 - EIJ 1000-E-1012 MCR-1014 AS REOD. AS REOD. STD. ASTRAGAL 3-5/8' SILL RISER 6005-TS - E14 8083-T6 OPTIONAL E15 MGR-1019 AS REOD. 4-5/8' SILL RISER 606J-i6 OPTIONAL GI W71325NK AS REOD. 7RI FIN PILE W'STRIPPING - ULTRAFAB G2 - - AS REOD. AS REOD. _COMPRE_S_SK)N GASKET OFFSET GLAZING GASKET EPDM OUROME7ER 7035 SHORE A GJ SANTOPRENE DUROMETER 7035 SHORE A G4 - AS REOD. WEDGE CASKET AIR SEAL GASKET EPDM DUROME7ER 7035 SHORE A GS E516 AS REOD. SANTOPRENE ULTRAFAB C6 GB E238 AS READ. _ INTERLOCK GASKET POLYPROPYLENE POLYETHYLENE ULTRAFAB - - - 1/4' THK. FOAM PAD G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - G10 G11 - - - AS READ. AIR SEAL BRIDGE AT MTG. STILE POIYAMIDE - SETTING BLOCKS EPDM DUROME7ER 8035 SHORE A ALIGNMENT CORNER Al - - 5T. STEEL A3 - - CORNER KEY 6063-T6 LI PS01 -7002 - 2 POINT LOCK do HANDLE - INTERLOCK L2 PSOi -7102 - _MORTISE 2 POINT MORTISE LOCK h HANDLE - INTERLOCK LJ P501-1005 - ADJUSTABLE STRIKER - INTERLOCK LS - - LOCK RELIEVER 6063-TS - M1 - 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS PANEL GUIDES PANEL GUIDES ST. STEEL/ACET FASTENED WITH (2) 12-24 X 3/4' PH MS - M6 - AS REOD. NYLON M7 - AS REOD. NYLON - 51 ,j 12 X 1 1/2" 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS S2 10-24 X 1/2' AS REOD. INTERLOCK FASTENERS, AT 6" FROM ENDS AND 12" O.C. ST. STEEL AI51 J04 PH TC MS 53 d8-18 X 1/2' AS READ. LOCK RELIEVER FASTENERS PHIIJP PH SMS S4 i/4-20 X 1/2' AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS • • • • • • • • Sealed:2/5I2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 0 0 S4 AI AJ I m SP'••'��CENS '••'G •• ••• • • ••• ••• No.70592 FL # 19092 �''��!®fVA► E��' • • • • • • • e • • • • Sealed: 2/5/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 z Qfa. 0R� 0GH GEC aZ220�-J J �m orowing no. W15-83 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts hJ1 l� Product Approval L USER: Public User a Product Approval Menu > Product of f ' FL # �� 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 > Application List > Application FL26942 New Publications Contact Us BCIS Site Map Links Search 2017 �000�• Approved • • • • • •'•"• • •••• •••••• •••• •••• ••••• Mr Glass Doors & Windows Inc. •' • • • • • ' 8120NW84thSt '• •• �••••• Medley, FL 33166 • • • • • • • (305)470-8284 • • • • ulises@mrglasswindows.com • • • • • • i • • 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 Regis�Architect or a Licensed Florida Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the )avad 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 05 Door (LMI) - CI.pdf Referenced Standard and Year (of Standard) Standard ASTM E1886 ASTM E1996 TAS-201 TAS-202 TAS-203 Equivalence of Product Standards Certified By Year 2013 2014 1994 1994 1994 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 Summary of Products FL # Model, Number or Name Description • • • • • 26942.1 Series 3000 Aluminum Outswing Large missile impact resistant atumirtum out:ji0%trance Entrance Door door. • • • • + • • • • Limits of Use Installation Instructions • • • • • • • • Approved for use in HVHZ: Yes FL26942 RO II SS - Series-1kl m S Dowa(Wl) DW • 18-36F.pdf • • • 0 • • • • • • • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PF # 70592 Design Pressure: +80/-80 Created by Independent Thlra NAZ Yes • • • • • • Other: See drawing 18-36F for span vs load combinations and Evaluation Reports • • 1111 • • • • • • •.. installation details. FL26942 RO AE SS - Mr Class■Series 3000 Alum OS Door (LMI) - PAE.pdf • • • Created by Independent Third Party: Yes : • • • : • • • • • • • • • ••• Back Next • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: B50-487-1824 The State of Florida is an AA/EEO employer. CQPyyyLight 2007-2013 State of Florida, :: Privacy Statement :: AccessibilityStatement :: 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: a,,— ® g.Ivt Y. Credit Card Safe n 00 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #611320-3 • METHOD 1 OPTION D Detailed Product Description: 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"(XI, 78-1/2"(XX), 42"(0) Maximum Frame Height: 98" Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) Installation Drawings # 18-36F FL 26942 Date:04/17/2018 • • This product complies with the High Velocity Hurricane Zone (HVHZ) testing equirerntpts• • • • 00* The above maximum parameters do not occur simultaneousl . 00:000 .. 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/N S/TAS-202)ease Air Infiltration Hurricane Engineering & 2/13/2018 HE -18-6004 ASTM E283 Rafael E. Droz-Seda,Q!E! Leakage Testing, Inc 2/13/2018 H I-18 6011 2/13/2018 TI-18-6002 ASTM E331 OR Water Hurricane Engineering & ASTM 547 & TAS 2/13/2018 TI-18-6004 /HETI-18-6011 Rafael E. Droz-Seda, P.E. Penetration Testing, Inc 202 2/13/2018 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 2/13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 2/13/2018 HETI-18-6001 Forced Entry Hurricane Engineering & 2/13/2018 HETI-18-6002 ASTM 1304 Rafael E. Droz-Seda, P.E. Test Testing,Inc 2/13/2018 HETI-18-6004 2/13/201 HETI-18-6011 Supplemental Tests (Tested in accordance wit TAS-201 and TAS-203) FBC 1626.2 3 (TAS 201 & 203) Large Missile Hurricane ing & ASTM E1886 & Impact & Cycli Testing, Inc 2/13/2018 HETI-18-6005 Rafae da, P.E. E1996 2/13/2018 HETI-18-6012 Under the limitatio of the attached installation drawings, to the best of my knowledge and ability, the above produ t conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: 5 •,, �^iy�a �;�. ;9'. STAY of �O . 4 �'�`� •;� '0 1(SEALED 4/18118 Javad Ahmad PE # 70592 .R AI-Farooq Corporation EB # 3538 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.69781 www.afceng.com I alfarooq@afceng.com -V Li AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT April 18, 2018 Product Approval Administrator .'. "";• Building Codes & Standards Section �� • ...... . Department of Business & Professional Regulations ...:.. ...... 1940 North Monroe Street, Suite 90 •••• •••• • .... Tallahassee, FL 32399-2100 •..• 00:00 ...... .. . ..... .. .. .. . ...... Ref: Mr. Glass Doors & Windows, Inc. •••... .' Series 3000 Aluminum Outswing Entrance Door— L.M.I. •••••• Certificate of Independence • • • • • . . • • ••.... • • •..• Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, NO A No 70592 : D ST�F OF .Qj: %•,SS/ON AL �tJG.�� SEALED 4/18/18 ��ttll ttt411��` Javad Ahmad, P.E. Director of Engineering 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__ENTRANCE DOOR 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 INSTALLATI RESISTANCE IS R IRIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (H VHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIE lj.WCT 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 ACCORD)KM WITH SECTION 1709.9.3 OF FLORIDA B(IU DING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. —3/16" HEAT STREN•D. if�ASS 090" Interlayer TrOslfol PVB By 'kuraroy America, Inc. 3/16" HEAT STREWD GLASS TYPE `A' 3/16" TEMP. GLASS 3/8" AIR SPACE ---3/16" HEAT STREN'D. GLASS .090" Interlcyer Trosifol PVB By 'kuraray ca' Inc.' 3/16" STREN•D. GLASS SPACER ALUMINUM (6063-T5) ' 1A0,ISILICONE SILICONE DOWSIL 795 1DOWSIL 795 4 GLASS TYPE 'A1' FL #26942 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSAALIAIION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DFVIATE FROM THE CONDITIONS DETAILED �\ >P.,•• �,1GFJ11 Q / ON THIS DOCUMENT. B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NO 7059"< _ C- SITE SPECIFIC. PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MCHHECA WHICH mLL SCONE THE ENGINEER OF RECORD (FOR.) "'�Y��j`1' •- FOR THE OJECI AND WHO WILL BE RESPONSIBLE FOR THE PROPER : i••, R USE OF IME P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SNAIL SUBMIT TO 711M UTTER THE SITE SPECIFIC DRAWINGS FOR RENEW D ��('�ae•.� ORID .•• ��'\ THE PROFESSIONAL ENGN ER OFT RECORD TIHAT PREPARED I SIGNATURE OF p XL I I C'. 4' u u c u o 6 R lA Qp a a M v drawing no. 18-36F sheet 1 of in 3 1/2" MAX HEAD/SILL CORNERS APPLIED TINS OR E GRILL IF USED . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 40 1/2" • • 78 1/2" • DOOR FRAME WIDTH • • • • • •'• • DOOR FRAME WIDTH 38" MAX. • • • • • • • • • 76" MAX. DOOR OPNG. WIDTH • • • • •• ••• • • 6 • • �OOR OPNG. WIDTH ••• •• HEAD h SILL ANCHORS AT STILE h MULLION ENDS 13 1/2" 3" (4) AT 3" O.C. 13 1/2" MAX. • • • • • • • i• • •T • • MAX. i HEAD • • 3.1/i' M4K. • • • HEAD SILL A • • • • • • • ;OR;ERS • • • • SILL • A • i Ij I li I \ E D F \ B y \ y 0 11 I o r I ACTIVE ACTIVE INACTIVE 1 _ IT C C _1 mw SURFACE APPLIED I . 28 1/4" 3 Z �.�a FALSE MUNTINS OR DECORATIVE GRILL 28 1/4" 28 1/4" D.L. OPG. M MAY BE USED D.L. OPG. D.L. OPG. 38 9/16" 38 9/16" LEAF WIDTH LEAF WIDTH TYPICAL._.ELEVATION ( X ( XX ) MAXIMUM DESIGN LOAD RATING = + 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON A STM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 a' W � I • n 0'. •^%' t� z ZIL n o U N aN 0 U N n �0DwA 0 aco 0at�� Q�Z�61 LLi�=� �a$<� Q W 01 f j. N, z I 0;O 0_3 � r,7O o Z 6 "Zl I. NOTE: EGRESS REQUIREMENTS TO BE REVIEWED i N ,IQ BY BUILDING OFFICIAL. N M j 00 0 o: z�po' C, 0 -1'•1' Ni1m W m N mw Z GLASS D.L.O. FORMULAE: �.o D.L.O. WIDTH = FRAME WIDTH - 12.438" (X DOORS) n = (FRAME WIDTH - 22.0")/2 (XX DOORS) D.L.O. HEIGHT = FRAME HEIGHT - 11.50" , o v: rl A I ; c U 0' Nlr o iNo. 78592 49 S Q S i drawing no. •.F OR1ar..;:` 18-36F FL #26942 jBfVA:1o�� sheet 2 ot101 SEALED 4/18118 DRSICN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELrrE SIDELITE WITHOUT FRAME FRAME REINFORCING WIDTH HEIGHT INCHES INCHES EXT.(+) i INT.(-) 24 80.0 1 80.0 30 80.0 800 36 82 80.0 j 80.0 39 80.0 80.0 42 74.3 74.3 24 80.0 80.0 30 50.0 mo 36 84 80.0 80.0 39 50.0 80.0 4.3 74.3 24 I 80.0 80.0 30 BOO 80.0 36 90 aox 80.0 39 80.0 80.0 42 74- 74,3 24 40.0 00.0 30 96 80.0 80.0 36 80.0 80.0 39 80.0 80.0 24 50.0 80.. .30 98 80.0 so. 36 80.0 80.0 39 80.0 80.0 _j EXT. SIDELITE FRAME WIDTH 39 1/16- MAX. 00 SWELITF VNDTH 00 00 00 0 .00 • 13-14'2- 000 00, • O'I'EAO- SILL 3 1/2* MAX. HEAD/SILL G CQRNER B Ij II ................... ................. - .... . ..... . SURFACE APPLIED j FALSE MUNI INS OR 1 DECORATIVE GRILL _34 MAY BE USED D.L. OPG. Mi D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.50" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.813" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 09 (3 SEC. GUSTS) AND FLORI(TA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 JYMAL-ELEYATION ( 0 ) STAND ALONE SIDELITE z 2� Q. 00 .0 0 m m OR 0 aag 0 latE up C) z z 0 Z z O 'd J:j a. 1E 0 �-' - uj -j 7 OD .. .............. C. 21Y 0 A No, 7CS62 8 drawing no. 1 8- 36F Fl, #26942 "'Ifilli sheet 3 of 10 SEALED 4/18/18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... DESIGN LOAD CAPACITY - PSF SIDELI TES WITH SINGLE OR DOUBLE LEAF DOORS • • • • • • 39 1/16" MAX. 77 7/8" 39 1/I6" MAX. (SEE NOTE BELOW) • • • • • • • • • • • SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SIDE LHE SIDELITE WITHOUTCING WITH • • • • • • • • • • • 33 1 FRAME FRAME REINFOR REINFORCING 76" MAX. WIDTH INCHES HEIGI{T INCHES .....-_ ....__..._. EXi (+) INT ( ) ------- - EXT.(+) INT.(-) • • • • • • • 000 • • 13 1/2 DOOR OPNG. WIDTH ' MAX 24 80.0 800 80.0 R0.0 3 HEAD HEAD & SILL ANCHORS 30 80.0 80.0 t 80.0 80.0 3 1/2" MAX. SILL I AT STILE & MULLION ENDS (4) AT 3" O.C. 36 82 80.0 80.0 50.0 80.0 • • • • • • • • • •I IEqp �l 7 G . A 39 80.0 80.0 800 80.0 • • • • • • • • CO RS 42 80.0 80.0 800 ' 80.0 • • • • •• •• • •.._ •. i i.....,, ... I I ) I I �- - I _� I ( ( I\:�. I.. �. 24 80.0 80.0 60 0 Bo.O • • • • • ! • ' i _ - 30 80.0 80.0 80.0 80.0 • • • • • • • 000 •+. • J f.. I I 36 84 80.0 80.0 800 80.0 39 i 80.0 $0.0 _ 80.0 80.0�_- 42 80.0 80.0 80.0 80.0 > K I 24 80.0 80.0 ! 80.0 80.0 30 80.0 80.0 80.0 00.0 (( 36 90 80.0 80.0 800 80.0 39 80.0 80.0 80.0 80.0 •' 42 77.9 77.9 80.0 80.0 ;/ ii F I; B 24 80'0 80.0 80.0 80.0 II 30 80.0 800 80.0 80.0 -...w \ j - ____fir __-_ __ - �__ - _ .I.-- --_- 36 96 75.5 73.5 80.0 80.0 WI o ( 39 69.7 69.7 80.0 80.0 24 30 j 80.0 80.0 BO 0 50.0 80.0 80.0 80.0 80.0 36 98 !� 71.0 71.0 80.0 80.0 I• - \II -.� / ( -- 39 65.3 63.3 80.0 80.0 _ .. 1 REINFORCING \ / -AS ACTIVE \ k / INACTIVE ( SEE CHART I, ..._...._.- }I . .t_ H C •.? - SURFACE APPLIED • .�. .. i 'a L' FALSE MUNIINS OR DECORATIVE GRILL 34 1/4" 28 1 4 26 1 4 / " / 34 1/4' Z Q i. ❑' I f ? MAY BE USED D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG. - o 38 9/16- EXT. LEAF WIDTH SIDELITE FRAME WIDTH DOOR FRAME WIDTH TYPICAL-ELEVATIO ( O-XX-0 ) NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITY SEE SHEET 3. FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. r • {{{uiiil„ vloz 11 7; N", PP Ah... sQ� m �.•'•LtGFN ''•�' o: No. 70%2 I '- ,' IS T *`y drawing no. oRIO>•.-� 18-36F '?,!III III sheet 4 of 10 SEALED 4/18/18 5/8" MIN. THROW BOLT PENETRATION C EDGE DIST. 22 it v ..22 ( IT11-1 ANl: F1U SEE ELEVATION FOR SPArING • . . ... . • • ... • • . • . • • • yrrs PROPERLY SECUF Y S• • JDGE DIST. • • 1B WOC • • • • • • •• • • • • TO �• "I�i —T ifs �LTt jl • a �a• • • • �• ••li• J 'f• ••• • • • • •e • <� 40 0 �'- •• • • • • • ••• •• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING i {I lti _ . ... . . ..... TYPICAL ANCHORS SEE ELEVATIONS/ FOR SPACING 20Y WOOD RUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE D(af II ...-. f '-. 4 .0 Ga � x TYPICAL ANCIIORS SEE ELEVATIONS FOR SPACING j 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOL.E...S: W1 = 1/4" X 2" LONG WEEP SLOTS AT 8" AND 31" FROM EACH END W2 = 1/4" X 2" LONG WEEP SLOTS AT 5" AND 31" FROM EACH END POURED & HARDENED HIGH STRENGTH GROUT I. e 5000 PSI MIN. NOT 17Y MR. GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE BFJRING ( ID RISHIMS O NAL TO GROUT) TYPICAL.. ANCHORS: SEE ELEV. FOR SPACING I/4" D1A _.. SRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) -11-4 RIA......ZEKS-S)R. SEV=�DR1LJjNQ.....S.GiEYIS (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) CEMC& EDGE uISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3D00 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. m METAL EDGE DIST. STRUCTURE n w c �. W A I �y �N 0b m - 5 TYPICAL ANCHORS C ¢ N $ SEE ELEVATIONS M1 O FOR SPACING 8 yy8 'ceG c^i Q ji F.B.C. APPROVED ,Ij LL = m I CLIPPED MULLION I J Z II SEE SEPARATE AFPROVAL II Q w m i i UJ ....., o: i p I; fl n 8 n TYPICAL ANCHORS l SEE ELEVATIONS Z .. j. FOR SPACING o � O N a0 0 `olln p.i (Js w I 8Z J R 0 w W _j# i 0 n DOOR DETAILS o.a N � `111(LiiiiFiT�� '3 0 - No. lOS92 d • s T - draw ng o no. Olt FL #26942 4n„nl1 .sheet 5 of 10 SEALED 4/18/18 {I lti _ . ... . . ..... TYPICAL ANCHORS SEE ELEVATIONS/ FOR SPACING 20Y WOOD RUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 EDGE D(af II ...-. f '-. 4 .0 Ga � x TYPICAL ANCIIORS SEE ELEVATIONS FOR SPACING j 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOL.E...S: W1 = 1/4" X 2" LONG WEEP SLOTS AT 8" AND 31" FROM EACH END W2 = 1/4" X 2" LONG WEEP SLOTS AT 5" AND 31" FROM EACH END POURED & HARDENED HIGH STRENGTH GROUT I. e 5000 PSI MIN. NOT 17Y MR. GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE BFJRING ( ID RISHIMS O NAL TO GROUT) TYPICAL.. ANCHORS: SEE ELEV. FOR SPACING I/4" D1A _.. SRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) -11-4 RIA......ZEKS-S)R. SEV=�DR1LJjNQ.....S.GiEYIS (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) CEMC& EDGE uISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3D00 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. m METAL EDGE DIST. STRUCTURE n w c �. W A I �y �N 0b m - 5 TYPICAL ANCHORS C ¢ N $ SEE ELEVATIONS M1 O FOR SPACING 8 yy8 'ceG c^i Q ji F.B.C. APPROVED ,Ij LL = m I CLIPPED MULLION I J Z II SEE SEPARATE AFPROVAL II Q w m i i UJ ....., o: i p I; fl n 8 n TYPICAL ANCHORS l SEE ELEVATIONS Z .. j. FOR SPACING o � O N a0 0 `olln p.i (Js w I 8Z J R 0 w W _j# i 0 n DOOR DETAILS o.a N � `111(LiiiiFiT�� '3 0 - No. lOS92 d • s T - draw ng o no. Olt FL #26942 4n„nl1 .sheet 5 of 10 SEALED 4/18/18 0 n DOOR DETAILS o.a N � `111(LiiiiFiT�� '3 0 - No. lOS92 d • s T - draw ng o no. Olt FL #26942 4n„nl1 .sheet 5 of 10 SEALED 4/18/18 SEALED 4/18/18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • • • • • • • • • • • • 1/4" MAX. 1/4" MAX. I /4' MAX. • • • • • • • • • • SHIM " SHIM r �_ SHIM ( 1) ) • • • • • • • ` C J • '3 °j # ••• ••• • • ••• O f� ._, { WOO � y TYPICAL ANCHORS _ D BUCK OR WOOD B' 'K F M SEE ELEV. ..... -1) 13—�...'� WOOD STR!SCTURE d a FOR SPACING �� .I 113) ACTIVE LEAF „ ..,.. — EE I~—�� SEE NOTE HEEL I O: O o L; p V,,,, Y�� •• • • •• •••• �3 1 `I 1 QW{V`� _ I t23) • •'. • • • • • • •fit° I I'-^" _.",,,,- 3 a O C ]14' In t v, d _ • •' • • • f�—ice [4f - i �,f o �'� LL (�"'�+ �•••• f-�•n+!�•-!--�'--1 +�� I v•Cj TYPICAL ANCHORS R K 8 L SEE ELEV. 0 ul iF) FOR SPACING ( ' �' 0 -a� E Fi QZEegi 6.Ai EXTERIOR 'I ..,I. 1 EXT .— 4 10' :16 ........ TYPICAL ANCHORS ..1 +'. 111 � t J SEE ELEV. Q W OI f 25 'a�.'a""'.....t..".._."• ^ i� FOR SPACING ._ METAL STRVCTURE D.L.O. _ I ...... ........ SEE SPEC SHEET 5 3 LEAF WIDTH m LOCKS U SEE SHEET Z °p SINGLE DOOR FRAME WIDTH FOR DESCRIPTION p I (9 Z 0 p Se Z n p i 1/4- MA%. TYPICAL ANCHORS 1/4" MAX -. SHIMS OR SPACING SEE P ELEV. z SHIM '3' (D) O OEM er TYPICAL ANCHORS I 'p SEE ELEV � _ .. _.. _ ;' .. I FOR SPACING 11 1 (13i ACTIVE LEAF 1 INACTIVE, LEAF 11 3 } Ld I IL7 I Ll 3 iFt ..�}7 L . .....EXTERIOR ,...�_.._:. EXT. i c 25 � D.L.O. ....... •.-^-'-..r. ...,..�.•a „� � i. r 'y. LEAF WIDTH DOOR DETAILS o LEAF WIDTH DOUBLE DOOR FRAME WIDTH 01AH;3q�jga/g/�', OC E - •� drawing no. FL #26942 '�WA��`� /1r111111> 'sheet 6 of 10 SEALED 4/18/18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . _ PROPERLY SECURED TYPICAL ANCHORS EDGE DIST. 113Y WOOD BUCK SEE ELEVATIONS • j `• • •' • • FOR SPACING • • •: • • • • • • • • ` J , T"y _ i ` • • • • • • • • • •�,x 4 N • • • • • • �� r 2 • • • • • - • • • • • • • • *YPI" RNC"S SEE ELEVATIONS FOR SPACING 2BY WOOD BUCK OR W WOOD STRUCTURE SEE NOIE SHEE1 I METAL °0 EDGE _DIST. !_ EDGE DIST. STRUCTURE I n gq¢•11 Z_ �W � W O pO 0ry 4 a na ___---- __�___� __- ry n U •.�'._�. F.B.C. APPROVED II 0 O W (.-, �''� I5 II CLIPPED MULLION II II j N j I, SEE SEPARATE APPROVAL II II N VD TYPICAL ANCHORS TYPICAL ANCHORS jl I�------ ----- ___� m C 0 o Q SEE ELEVATIONS FOR SPACING SEE ELEVATIONS FOR SPACING 4 ?,S O o 1/4" MAX. O SHIM , 7j ie' © ° L2 r--�� - p:, i18f./T1 TYPICAL ANCHORS SEE W * FOR SPACING D.L. OPG. J SIDELITE FRAME WIDTH I I� i I r .. POURED r4 HARDENED TYPICAL HORS HIGH STRENGTH GROUT SEE E 1/4" MAX. j S•1) Vc = 5000 PSI MIN. E NOT BY MR GLASS FOR SPACINGLEV "i SHIM MUST TRANSFER SHEAR ---....... ---:---_--• LOADS TO STRUCTURE 2Rt WOOD BUCK LOAD BEARING OR i (SOLID SHIMS WOOD. STRUCTURE zs7( 2 OPTIONAL TO GROUT) SEE NO?L SHEET ! t H 4. m J!j 1 EDGE DIST EXT. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING Ij TYPICAL ANCHORS Q �1 SEE Cif ELEVATIONS FOR SPACING Imiz 112 X 1-1/2" TEKS OR SELF DRILLING SCREWS S"1; 7 0 o 3 iA 7 {2T' AT 3-1/2" FROM ENDS 5. AND 12" O.C. MAX. z 2 r T- S3 j �i Z t 1�0 0N , o. EXTERIOR W.. 04 Q" -OW J 0D +i LEAF WIDTH DOOR FRAME WIDTH , MAX. FRAME WIDTH I 1BY WOOD BUCK 1/4 MAX 4 -' 1/4" MAX, Ih' . SHIM SHIM V I TYPICAL ANCHORS a TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING - j FOR SPACING I I' Why_-- i SIDELITE DETAILS c °1 ao ". / ;1 `\YYliiiii� c A \I I NC.70582 ` - .0 •'•, EXT ; &T • y ti .FC FIT ��; ' drawing no. 18-36F FL #26942 '�'7'�MAA Y\\\\ sheet 7 of 10 SEALED 4/18/18 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . LOCKS: 9PT10N_ f I: 3 POINT LOCK ASSEMBLY DL01-6065 BY 'INTFRIOCK USA INC.' 11) 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 INACTIVE LEA[; 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 DOOR HANDLES: SURFACE MOUNT METALLIC HANDLES AT 42-1/2" FROM BOTTOM FASTENED TO ACTIVE AND INACTIVE LEAF LOCK STILES WITH 12) 1/4-20 X 1-13/16" CONE HEAD MS (4) 1/4-20 X 5/16" SET SCREWS OPTION /2 SURFACE BOLTS BY *SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" AND 68' FROM BOTTOM FASTENED TO LOCK STILE WITH #8 X 3/4" FH SMS (2) SCREWS PER BOLT JN&IME....L w. CONCEALED FLUSH BOLTS BY 'SULLIVAN & 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 N8 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 MIOSPAN OF LEAF FASTENED TO FRAME WITH (6) #10 X 3/4" FH SELF DRILLING SCREWS FASTENED TO LEAF WITH (5) #10 X 3/4" PH SELF DRILLING SCREWS SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. ITEM /; PART / REQD DESCRIPTION 1 • E3008 - AS REGO. DOOR FRAME HEAD/SILL • E1018 AS REOD. [FRAME COVER 3 • • E3006 AS REGO. DOOR FRAME JAMB • 1 to E3011 AS REDD. SIDELITE TOP & BOTTOM FRAME 5 E3007 AS REOD. SIDELRE JAMB FEMALE 6 E3009 ( AS REOD. ISIDELITE JAMB MALE 7 E3010 ! AS REGO. SIDEUTE SLIP ON JAMB 1 • E3001 �� AS REDD. LEAF TOP & BOTTOM RAIL • 9 E3005 AS READ. LEAF W'STRIP ADAPTER E3002 AS REDO. HINGE STILE 1 • 11 E3003 AS REDO. LOCK STILE 12 E3004 AS REOD. `ASTRAGAL STILE 13 E3014 AS REGO. ;SNAP COVER 14 1 E3013 1 ' SIDELITE MULUON REINFORCING 15 ( E3015 AS RE00. (SHEAR BLOCK 16 ) E3016 AS REOD. I SHEAR BLOCK NUT 16A j E3016 2/ HINGE (HINGE BACK UP PLATE 17 E0001 AS READ. (GLAZING BEAD (LAM. GLASS) 17A E9002 AS REDD. GLAZING BEAD (INSUL. LAM. GLASS) 18 E3012 AS REDD. 'NTERMEDIATE HORIZONTAL 19 G30-01 AS REOD. ANTERIOR GLAZING SPACER 20 GIO-04 AS REGO. EXTERIOR GLAZING GASKET 21 j G30-02 AS REGO. DOUBLE FIN AIR SEAL WSTRIPPING 22 4 W71325NK AS REGO. ,PILE WSTRIPPING 23 G10-05 AS REOD. BULB W'STRIPPING 24 - 2/ LITE 'SETTING BLOCK, 1/8" % I" X 4" LONG 25 ! F107 3/ LEAF HINGES 25A I #10 X 3/4" j!BUTT j - iHINGE INSTALLATION FASTENERS 26 /12 X 1-1/2" I AS READ. FRAME ASSEMBLY SCREWS 27 i 3/8 X 1" { AS READ. ,SHEAR BLOCK FASTENERS 28 j12 % 1_ 1/2" AS READ :SHEAR BLOCK FASTENERS MATERIAL MANF./SUPPLIER/REMARKS _6063-T6- 6063-T6 6063 T6 I 6063-76 '- I 6G63-T6 6063-I6 - 6063-TS - 6063-TB 6063-T6 6D63-T6 I- 6063-TB i- 6063-T6 - 6063-T5 - 5063-T6 - { 6063-T6 3" LONG 6063-T6 3" LONG 6063-T6 8-1/2" LONG O FRAME, 4-3/4" LONG O LEAF 6063-T6 - 6063-76 (- 6063-T6 SANTOPRENE DUROMETER 70*5 SHORE A SANTOPRENE IDUROMETER 70t5 SHORE A SANTOPRENE .DUROMEIER 7"5 SHORE A WOOL ULTRAFAB SANTOPRENE 4EPOM EPDM AT 6" FROM EACH END, DUROMETER 8035 ALUMINUM ISULLIVAN & ASSOC. ST. STEEL FH SMS ST. STEEL HWH SMS ST. STEEL ,HEX SOCKET HEAD SCREWS ST. STEEL (FhYH SMS No. 70-M FL #26942 Iw 1O iz b �0 p8 2' 0'�-v 0 a.�� 00ujI Q;m (L0FQ g aW61�� JAI nI IZ nl z n N Z IJv O M Z W to l: (2 w 1 W1 O -1�.: W N O O 'Im 00 0 u o .0 J o n kf i' drawing no. 18-36F sheet 8 of 10' SEALED 4118/18 1.830 -2.012 .080 TYP. j � 1.589 .812 .115 4.000 1 DOORFRAME HEAD/SILL 4.000 89 5.750 O SIDELITE TOP & BOTTOM FRAME 738 F- d .851 .063 [7 SNAP COVER 2.027 4.020 Ii�. _. ++-Z 080 TYP. 2.180 r 1.250 PT 3 DOOR FRAME JAMB . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . • • • . . . . ... -1855 .230 i.. • .090 < • • • • • 150 I • 1.073 .950 1.073 TW I�•• • • 4.7 • 0 •• •• 3.800 3.125 538 - • .633 • • • ; • • • • C1i ��Z�jJQ BEAD C>A GLAZING BEAD I _._._....._j t • ^ • • i •M. GLASS NSUL. LAM r.LA55 Ir • • • • • 1 • • • • • • • • • • • .080 • -LO1i • • • • ••• TYR •• �.148 a LEAF TOP/BOTTOM RAIL 4.750 oaG TYP. 9 LEAF W'STRIP ADAPTER ii 1.813 1 1.813 --{ 4 3.000 .080 10 HINGE STILF TrP 5.598 2.100 I 4.000 1.813 , lIi 2.241 .080 TYP. 1s INTERMEDIATE HORIZONTAL n LOCK STILE 5.598 .080 TIP. I __.._ _ P 2.241 i �� 13 1.633 �3.eoo 6 SHEAR BLOCK NUT '12ASTRAGAL STILE 1s HINGE BACK-UP PLATE 1.713 2-524 241 .055 J J. L 2 FRAME COVER 1J68 1.297 .897 1.608 �-I SHEAR BLOCK a5<r- 1 h 187 1 .100 I TYP 080 _ .125 4.020- 4.020 �� 4.020 1.780 3.605 �, .080 I tT 1.813 i I 1.151 : -I 1.0261 1.484 k- 5 SIDELITE JAMB FEMALE 1 6 SIDELITE JAMB MALE SIDELITE JAMB COVER 14 SIDELITE REINFORCING (j 8! 1 m O H J z IL JJa s aim 0 IV 0b0'1� cigwg or 1> aLll 8'�yiuC Q W 01 f i _j ry i o Z o' $' Z 13 z 0 M m O m YSo (n coM I c O •o. „• 0 0 2 L� ,� �Q'• \,\OENti I 0. . No70592 � 11 6 ' i '• ORIpP ® \ Ca drowmg no. 18-36F' FL #26942 .�, �QNA%-,,, Wlllll.� meet 9 of 1p SEALED 4/18/18 !/ ...: . ..>..: / .;aN « _, \\\ ! %ƒ \ 3 / w S ®®. " 1 drawing no. ` ,18-36F EL #26942 �mA wmm@ ,o 10, s#mwma BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search (Dtt-o- Product ApprovalUSER: Public User Product A Pt Application II royal Menu > Product or A olication Search > A i n L• • • • • • •••••• FL# FL26351 •• • i•••�• • Application Type New • • • : • • • • • • • • • •••••• Code Version 2017 • • • • • • • Application Status Approved • • • • • • • • • • • • • • 0000 • • • • • • • • • •••••• •• • ••••• Comments • • • • • •• •• •• • •••••• • Archived • • • • • • • • • • • • •••••• Product Manufacturer oors & Windows Inc. • • • • • Address/Phone/Email 8120 NW 84th St • • • • : • • • • • Medley, FL 33166 • • • • • (305)470-8284 ulises@mrglasswindows.com Authorized Signature Yiping Wang mcy@mcyengineering.com Technical Representative Augusto Arias Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 com Quality Assurance Representative Address/Phone/Email Category / Windows Subcategory I Fixed Compliance Method Evaluation Report from lorida Registered Architect or a Licensed Florida Professional En r ion Report - Hardcopy Received Florida Engineer or Architect Name who developed the Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Sifu Zhou, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL26351 RO COI Certificate of Independence SS.p- f Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 Product Approval Method • Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 02/14/2018 02/26/2018 02/26/2018 04/10/2018 FL # Model, Number or Name Description • • • . • • • . • 26351.1 Series MRG-400 Fixed Window - LMI Series MRG-400 Fixed Window Ler a Missile Impgct • Limits of Use Installation Instructions • • • • 0000 • Approved for use in HVHZ: Yes F 26351 RO II MEG-400 FPPDRWS 02.20 S°J. f• • • • • Approved for use outside HVHZ: Yes Verified By: Yiping Wang FL# • Impact Resistant: Yes • Created by Independent Thir* P8rty. es 000000 Design Pressure: +52/-100 Evaluation Reports 00000 • • • • • Other: FL26351 RO AE Evaluation Re ort SSAf • Created by Independent Thirl' r'�y •;les • • • • • • Back Next • • • • • • • • • • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. �QpyLght 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 click here . Product Approval Accepts: `_ � � K.I•Ci: Credit Card Safe MCY ENGINEERING, INC. GLAZING CONSULTANT 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 P: 305 271-0117 F: 305 279-6818 PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Product Name/Model & Description: ;...;. �. ...... Mr. Glass Doors and Windows Series MRG-400 Fixed Window • 0 8120 NW 84r" ST Fixed Window — large missile impaGte. 000000 • Miami, FL33156 "" •••• ��• Scope: This product has been evaluated by the below -signed Florida Professional Engineer foP comp) swt with • •0 0...... the Code noted herein and is, for the purpose intended, at least equivalent to that require; by tIr;Vbe, in • ..9 . accordance with section 5 er 61G20-3.005 F.A.C. Re-evaluation of this product shall be required folloveng applicable-E-c; 1emodifications or 6" Edition Florida Building Code (2017), ind CJ of all Supplements effective as of this report Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Professional Engineer Product Description: Product Approval Drawing #AD18-01, prepared by MCY Engineering, Inc., signed and sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. Limitations & Conditions of Use: • This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. 0 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 Test Reports: Mandatory Tests (Tested in accordance with AAMA 501) • . :' �' Test Lab Report Number Test Report Date Test Standard & 04scrktion :. •... Fenestration Testing FTL-9147, signed 01/24/2017 TAS 201 (large miegiie•impact) • Lab. — Medley, FL TAS 202 (uniform�st8dCtest) .""• and sealed by TAS 203 (cyclic win8`p%tssure loVinj) Idalmis Ortega, PE, ASTM E283 (air inTiits�tlon test} • ASTM E331 (water infiltrjtion test) FL #76905 : • Engineering Analysis: The following engineering analyses and/or calculations have been performed: ••;••• • No comparative analysis has been performed for conditions other than those tested. • No rational analysis has been performed. • Anchor calculations are based on manufacturer's published anchor capacity, anchor Notice of Acceptance by Miami Dade County. WAIVSoo y N0 FLO *•' �r a i''S� slitsW4 P*g ion` FEBRUARY 9TH, 2018 2 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 February 9, 2018 ...... ...... Product Approval Administrator • Codes & Standards Section : • • • • • • Florida Department of Business and Professional Regulation 2601 Blair Stone Road .... .... . . Tallahassee, FL 32399 •�•��• '....' .•••• ...... ... ..... .. .. ... ...... Ref: Series MRG-400 Fixed Window — L.M.I. • Certificate of Independence :....: Dear Sirs, As the structural design engineer retained by Mr. Glass Doors and Windows on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product and also that my company is not owned, operated, or controlled by Mr. Glass Doors and Windows in any way. `,%aa.s4At!ll,j ,` +l+Y ! ♦ 4y,G � J Ir' Pelyl FEBRUARY 9TH, 2018 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... R. GLASS DOORS AND WINDOWS, INC. , SERIES MRG-400 FIXED WINDOW •. LARGE � SMALL M1551LE IMPACT .. .. . ....... DRAWINGS INDEX SHEET TITLE CONTENT REV. DATE 01 COVER GENERAL NOTES AND INSTRUCTIONS 02 E I WINDOW ELEVATION 03 G I GLA55 CAPACITY CI IAR15 04 D I WINDOW DETAILS 05 Al ANCHOR, 0FT I0N5 Or. A2 BOM ANCHOR QFTIQNS BILL OF MATERIALS 07 05 I5O ASSEMBLE DRAWINGS GENERAL NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE REQUIREMENTS OF THE GTH EDITION FLORIDA BUILDING CODE (201 7) INCLUDING HIGH VELOCITY HURRICANE ZONE (H V LZ). - WINDOWS RATED FOR LARGE MISSILE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED. - THESE WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION. - ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL 511ALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR THI5 - MATERIALS INCLUDING, BUT NOT LIMITED TO. 51 FEUMFTAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATF_P.IAIS SHALT- MEET THE P.E0UIREMFNT5 OF THE GTH EDITION FLORIDA BUILDING CODE (201 7) SECTION AS APPLICABLE SIGNED TO SUPPORT TIIE TOADS IMPOSED BY THIS GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO TIfE BUILDING MAIN STRUCTURF. ULTIMATE LOAD OBTAINED FROM ASCE 7- 10, MULL PLIED PLIED BY O.G SHALL BE LESS THAN OR EOI JAL 10 THE MAX. DESIGN LOAD IN TI115 DOCUMENT. THE DESIGN LOADS SHOWN IN THI5 DOCUMENT ARE ALLOWABLE DESIGN LOADS. I NSTRUCTI0N5: USE CHARTS AS FOLLOWS. STEP 1 : DETERMINE DE51GN WIND LOAD REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGH1, WIND ZONE USING APPLICABLE ASCE 7-1 O STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT. STEP 2: SEE SHEET G I FOR GLA55 OPTIONS AND CHART FOR APPROVED LOAD OF DESIRED FRAME SIZE WITH GLA55 OPTIONS. STEP 3: APPROVED ANCHOR OPTIONS SHEETS A I d A2. ANCHOR SPACING SEE SHEET E 1. STEP 4: THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. ABBREVIATIONS AND SYMBOLS U.L.O. - DAYUTE OPENING F.H. - FRAME HEIGHT SECTION NUMBER F.W. - FRAME WIDTH W/ - WITH ] SHEET NUMBER W/O - WITHOUT O.C. -ON CENTER U Z 00 3 O� ❑ Q: O 0 � _ �j o„. N w g „ oc C1 t40CKR 286]] ( / ass" vm em OF s fiOk. OF 9 FEBRUARY20TH_201R . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. .. 900 Soo .. . . ... . . . .. .. 48" - • • • FP•AME•WID;Lj • • • • FRAME FRAME FRAME • • • • • • • • • WIDTH WIDTH WIDTH 1 7/l••• • • • • •• • _ • • • 4•I I{4" • • • 17/8" • •• 0 •Do • •• ••• A FALSE MU TINS lu _ u _ uj = U (5URFACE PLIED) U U U a s lu w w AY BE U5E u_ _ MA 1 �m C ✓ Z a W i ^ oPP. I FRAME FRAME FRAME Z 0 0 U WIDTH WIDTH J J WIDTH 0 - -�- W 0 WIm Lj 1=O U u IL FRAME FRAMEWIDTH WIDTH O� _� 0 Z �w �w �LL 0 14" 1 �_ °zsF: 1 MAX w Q f x m� LL g 0 FIXED WINDOW ELEVA 0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN g SHOWN) ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING N N PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS "' g o SHOWN IN DOTTED LINES AND OBTAIN ALLOWABLE LOADS owi O m FROM TH05E SHAPES. i WIDTH OR LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. V E1 .l.PS SHON'11 •= f / QF FEBRUARY 20TH, 2018 .. .. . . . . . .. ... . . . .. . . .. . DE51GN LOAD CAPACI W - P9f (GLASS) : : DE516N LOAD CA:ACI : : : :(GLASS) PSF • FRAME SIZES GU^ -'APE fR7ME SIZES GLA55 TYPE f P.AME WIDTH FRAME HEIGHT G 14 G I A G2_ G2_A WIDTH HEIGHTL94- b G I A G t G2A (IN) (IN) P5F _ 5F (IN) •(w) P5f• +/- P5F 30 54 65. 65.0 •100.0 QO • •2 • • • 65. 100.0 36 6 5. 100.0 100.0 100.0 48 _ 65.0 10(f.0 0_ iS0.0 ♦ /8 GO 85.0 19 1 /8 38 3/8 65.0 100.0 58.0 89.0 26 1/2 65.0 100 30 60 65.0 100.0 3/ 65.0 196.0 3G G5.0 100.0 53 1/8 65.0 00.0 42 G5.0 100.0 19 1/8 C1.511J 65.0 100.0 48 G5.0 56.0 100.0 89.0 12 3765.0 100.0 54 100.0 GO 52.0 80.0 /8 95.0 30 66 G5.0 100.0 19 1/8 261/2 37 53 115 63 65 O 650 100.0 - C 36 42 65.0 65.0 1000 100.0 100.0 G5.0 100.0 48 G5.0 100.0 59.0 90.0 54 58.0 69.0 19 1/8 26 1/2 37 76 65.0 100.0 I1 c 60 52.0 80.0 65.0 100.0 30 72 65.0 100.0 65.0 100.0 3G G5.0 100.0 /8" 1/4"AI TEMP. �T 111 42 65.0 100.0 _65_.0 58.0 100.0 _45 54 89.0 30 78 65.0 100.0 3G 65.0 100.0 42 48 65.0 100.0 65.0 100.0 30 84 65.0 100.0 3G 65.0 _ 65.0 _ 100.0 100.0 42 48 65.0 100.0 30 3G 90 65.0 100.0 65.0 65.0 100.0 100.0 42 30 9G 65.0 100.0 3G G5.0 100.0 42 65.0 100.0 30 102 G5.0 100.0 3G 65.0 100.0 30 108 G5.0 100.0 36 G5.0 100.0 30 1 14 65.0 100.0 S r- 3/1 G" HEAT 51 REND GLA55 3/16" HEAT 5T N'D GLASS 0.090" PVB (NTERLAYER Ir 0.090" NTRYGIA5 INTERI_AYER BY 'KURARAY AMERICA, INC.' I BY 'KU RAY AMERICA, INC.' O -3/16" HEAT 5TREN'D GLASS I+ 3/I HEAT STRENT) GLA55 o a _ 11 11 i - N tu 1 1 2 Q' m 1 W W _ - W 0 o E Z u U k (D 0 v J/ O Z z '% W�_ GLASS TYPE 'G 1 ' 10 LASS TYPE 'G 0 =o J 7/1 G" NOMINAL OVERALL / I G" NOMINAL OVERAL 3 4CE 3/ 1 G" HEAT 5T I/4" AIR SPACE 3/I 6" HEAT STP GLASS 0.090" ERLAYER 1/8" iEMP GLA55 0.090" SENTRY LAS INTERLA K AMERICA, INC.' BY'KURARAY MERICA, INC.' 2 3/1 6" H T STREN'D GLA55 - vi / -3/ "HEAT STREN'D GLA55 3: ALUMINUM SPACER 1 3 w LUMINUM SPACER j 3 30 °z 1 �. � % z 3d 11 -n �N p] o zsx: - _ W x Q� V) 0 11 $ 0y�: 9 0 GLASS PE 'G I A' 12 GLASS TYPE 'G2A' 12 W 3 3/1 G" NOMI OVERALL 13/ 1 G" NOMINAL OVERALL y 0 f f NO CJ N. 28677 A9s o ;/ �� .w NOTE: :; �5 GLA55 COMPLIES WITH A5TM E 1 300-09 FEBRUARY 20TH, 2018 T Pc = . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . MIN • • TYP. NCHOR: • o • • • f%ANCHO9"TID E IS# • • • • SEE SHEET A I t A2 • • 51 MIN. • • • i• • • • • N•• / �4OOD o • • • • o A DETAIL DI B DETAIL DI 1 U g � m � i 11 �� CONCRETE) \ / f'c = 3k5i MIN. \ z n q MIN. TYP. ANCHOR. 5 E GE DI51 FOR ANCHOR I ION 5EE 51AEFT AI4 10 CONCRETE SUBSTRATE 5110WN FOR LATED LAMINATED GLASS SHOWN. [CLAE5TYPES ARE INTERCHANGEABLE. OTHER OPTIONS SEE SHEET A 10 R A2 PAGE G I FOR GLAZING OPTIONS. TYP.ANCHOR. FOR ANCHOR OPTION SEE SHEET A 14 A2 vN DI -J n mil Zq - f r Z a� W W W p o E Z U Z Z U f u V Z �• fq 3 3 p z 3LL z 3 25 o Q� w x to �u B LUSH ADAPTOR o 0 OF DI TI N 0 o m v 3 w g$ w (w ` {'� D1 �'�, ••••4TbRIDA �RF.G¢rRnN 0 • V 63 ozau�e a tAo C:d: N. 28,6JJ/) n9 9�%TVI. AI11A-01 L 0 4 OF 9 FEBRUARY 20TH, 2018 . . ... . . . ... . . . . . . . . . . • • 000 go TYP ANCHOR. 5EE SHEET A I 114" MAX. 74 •, I • • • • • S111M • • • • • • • • • • • . •• I • • • 2 • • ••NII • • MIN. EMBEDME I 13 � J UD ui 'L 1 7/8" INSULATED LAMINATED GLA55 SHOWN. GLA55 (YPES ARE INTERCHANGEADLE. 5EE PAGE G I FOR GLAZING OPTIONS. 7/8" 1 2 4 U \ ly D.L.O_ _ I 1 718" F.W. C OPP. D2 BUCK G TYP ANCHOR, POP ANCHOR OPTION 5EE 5HEET A I I I 7/6" Iia" SEE SHEET A2 IF ORIDA APPROVED MULLION AND MULLION 4 8 3 ANCHORS 5EE SEPARATE APPROVAL 1 7/5" C FLUSH ADAPTOR D2 OPTION 7/8" _ _ 114" MAX. 5FE 5HEET A2 _MIN. EM_ BEDMENT C FLUSH ADAPTOP. . %aT D2 OPTION i �.mor •(``l� 1 �h.aS1ONP`�:aaaa FEBRUARY 20TH, 2018 . . ... . . . ... .. .. . . . .. .. • . . ... . . . . ... • • TYP. ANC Or • • TYF. ANCHOR MIN. _ . �. .,'"5Ef ET j�R . �r • • • 5EE E I FOR / SPACING � SPACING EDGE D151. T EDGE D15T. I CONCRETE z • ' ' V � '1114. _ ANCHOR OPTIONS : TYPE "A": 1/4" DIA. 'ELCO' ULTRACON (Fu= 1 77K51, Fy= 1 55K51) 1 1/2 " EMBED INTO WOOD (5G=0.55) TYPE "B 1/4" DIA. 'ELCO' ULTP.ACON 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 1/4" DIA. 'ELCO' ULTRACON (Pu= 177KS1, Fy= 155K5p 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUP FILLED BLOCK W[TH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" MIN EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 SMS SCREW (Fu=74K51, Fy=57K51) INTO 1/8" MIN, THK ALUMINUM MEMBER (GOG3-T5 MIN.) # 14 TEKS SCREW (Fu= 120 K51, Fy=92K51) INTO 1/8" MIN, THK STEEL. ANCHOR. EDGED DISTANCE: INTO CONCRE[E � MASONRY= 1 112" MIN. INTO WOOD STRUCTURE = I" MIN INTO METAL = 3/4" CONCRETE AT HEAD , SILL OR JAMB fc'=3000 P51 MIN. UNLESS SPECIFIED C-90 HOLLOW/FILLED BLOCK AT JAMB fm'=2000 PSI MIN. WOOD 5G=0.55 MIN. TYP ANCHOR E I FOR LING 1 I T V . HIV F]UlC E E I FOR ACING v� I I Ln TYP ANCHOR 5EE E I FOR _MIN. SPACING EDGE D15T. CONCRETE ./� f'c = 3000 psI IN. z t n � < F.W. FLORIDA APPROVAL MULLION/11 SEE SEPARATE APPROVAL SEALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH 51LICO WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS WINDOWS AND DOORS, MUST SUSTAIN LOA[ IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE � z z W N V W 0 o Z E _ u w U wo u TYP. ANCHOR SEE 2 ELEVATION FOR SPACING _ az t z z_ ui O _ z O z z 3LL 3 o�c X - 8 01: 5� F.W. w (9m � N � RIDA R GTRAIiIy* ~M 021 � qq 83 "0 A'N� 2. AS aAp'lv - ` �� Horn-01 ;LOP .•�c��` t$ P� aaa 6 OF 9 %RY 20TH 901A i AN, . . ... . . . ... .. .. . . . .. .. . . ....... .... fP. ANC01OR RA•CIfG _ MIN EDGE C • • •• • • • • • _ •• • • • • t4-T IL ST -# ( TYPE "A": 1/4" DIA. 'ELCO' UORACON (Fu= 177K51, Fy= 155K51) • • • TYP. ANCHOR •o• ••• 5EE EI FOR 5PACING ZE • 1 112 " EMBED INTO WOOD (96=0.55) TYPE "B": 114" DIA. 'ELCO' UCfRACON 13/4" EMBED INTO fc'=3 K51 MIN CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 114" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K50 1 114" M N. EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 114" MIN, EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": #14 5M5 SCREW (Fu=74K51, Fy=57K51) INTO 1/8" MIN, THK ALUMINUM MEMBER (GOG3-T5 MIN.) # 14 1 EK5 SCREW (Fu= 120 K51, Fy=92K51) INTO 1/8" MIN. THK STEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE d MASONRY= 1 112" MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL = 3/4" CONCRETE AT 11EAD , SILL OR JAMB fc'=3000 P51 MIN. UNLESS SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 P51 MIN. WOOD 5G=0.55 MIN FLORIDA APPROVED MULLION AND MULLION ANCHORS 5EE 5EPARA TYP ANCHOR SEE E I FOR SPACING TYP ANCHOR .1 CONCRETE f'c = 300b psi SEALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH SILICONE. TYP. ANCHOR 5EE E I FOR SPACING z> vN o a m 40 z29 F - z G J W. J w m w pZ ,o F. U �u z z %, w `o uLi 25 U z to 0� 3 0� 0 z� z 3S w Qs X Nw� LL S off° yc7a' �011 Fw y N1 w 3� w �m d s� ss ss 46; i. WOOD BUCKS AND METAL STRUCTURE NOT BY MR. Np c""" '8667,7 GLA55 WINDOWS AND DOORS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE FEB . no ui o I 7 0 F 9 2018 . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . 2.646" " " • I .G7so N 0_11 4" II O O N i• LP) O f) • Lk) • • • • • ' �i i •• i i•• d (� O O O 1 _2.78G" 1 O 1 I .09G" O— I. 189" I .72 I" 1 FRAME HEAD, SILL * JAMBS PER1 �..MRGI 2E1 5R OG3T6 3 MGR-2 12AME GOG3 TG ADAFTER 4 MGR-20900003-TG MGR-201 G0G3-TG �� 0.4 58" 1 FEM T--T- = - F3 4 O 1 I .09G" 1 s 8 9 5 GLASS STOP o MGR-210 GOG3-TG 11 12 13 BILL OF MATERIALS PART DESCRIPTION MATERIAL MANUF. / REMARKS MGR-201 FRAME HEAD GOG3-TG TECNOGLA55 MGR. 215 PERIMETER COVER 6063-TG TECNOGLA55 MGR-212 FLUSH ANCHOR ADAPTOR 6063-TG TECNOGLA55 MGR-209 GLA55 STOP (INSULATED LAMINATED GLA55) 6063-TG TECNOGLA55 MGR-210 GLA55 STOP (LAMINATED GLA55) 6063-T6 TECNOGLA55 - 114' IIN TAPCON A5 REQUIRED - - 6- 18 PH FH 55300 L= I" A55Y SCREW 5T/5T - - 10- 1 6 SM5 PH PH L= 1 " 55300 5T/5T - BULB GASKET ULTRAFAB E201 VINYL - - SETTING BLOCK 3/ 1 G" T HK X 112" X I" 5ANTOPRENE - - DC975 DOW CORNING 795 SILICONE DOW 1/2" X 5/6" SETTING BLOCK LAMINATED GLASS 5ANTOPRENE - - GLA55 SPACER ALUMINUM TFCNOGL ASS �v � IQ Z W s 0 3 0,4 o z z 3� z Z , zsF w QE X V)L LL 8 04 ¢ 0 N 3„ w U'm \VT ,Yti s • �+c•RE. • PARTS `V'TOaID. R 3<f�9r1�r'� aaysna t4d ^N. 286 � mg=8 OF 9 FF-RRNAR720TH_901FI .. .. . . . .. .. . • • • . • • • • .. • • • • • • • • 1 1 - •• 0 • s• •s• •• FRAME /tl�ci• • • • • • • • E201 • • • •• • •�r • • • 4 U c Z WoLu (8) #10 x 1/2"LG FH SMS S/S- / (, ` IN J MTG j 0 I 3 T=o 0 3d z w ALL CORNERS 0 w Off" / TO BE WELDED o (ELECTRODE ER4043) rn g rn N 3 w gR w �m SEALANT: r ALL JOINTS AND THE FRAME V CONNECTION SEALED WITH SILICONE. �.`� •; • E� $�+cs.•qe. a, ISO PLATE �� • r Dn p9s3eap"1� ozroena 1/8" x 11/4" x 6" CIRCULAR OR ANGULAR RECT. OR SQUARE "o� zab» na arrow ' of . w WINDOW CONECTION WINDOW CORNER ' o� , ,o? Ai 18 )I �r FSy� lb 9 OF 9 FEBRUARY 20TH, 2018 CP PC BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts 0:A Product Approval USER: Public User Product Approval Menu > FL # 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 -'V T F' Publications 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 Windows Horizontal Slider Evaluation Report •••••• • • • •• • • • • • •••••• • •••••• •••••• • 000000 •••• •••• • • • • •••• • • •••• ••••• •••••• •• • ••••• •• •• •• • ••••• • • •••••• • • • • • •••••• • •••••• •• • • •• • • •••• Registered Architect or a Licensed Florida Evaluation rt - Hardcopy Received Florida Engineer or Architect Name who developed the )avad 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 FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding Win w(LMI- SMI)-CI 2017.pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 Product Approval Method Method 1 Option D Date Submitted 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description 20359.1 Series MG-300 Aluminum Horizontal Large 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 W' w (LL I)-2017 DWG W 16-26.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 W16-26 for span vs. load Evaluation Reports • combination and installation details. FL20359 R2 AE SS -Seri M Alum H(orwerotak6liding Window LMI -PAE 2017.pftj 0 • • • Created by Independent ThirdlilP9rtylYes • • • 20359.2 Series MG-300 Aluminum Horizontal Sliding Window Small missile impact resistant•alu6Gyrylm horizontal sliding window. • • • • • • Limits of Use Installation Instructions • • • • • • • • • • . • Approved for use in HVHZ: Yes FL20359R2 II eries - 0 AI m H ri2on I Sliding Win w(�)-2017 DWG W16-38. • • Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad PLO '# 74592 •• • • • Design Pressure: +90/-140 Created by Independent Thi•d 6wl#/* 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 Hcri7vntaLSlidinge • Window(SMI) -PAE 2017.pdyf* •�� • • Created by Independent Third iiartys Yes • •, ; • •;•• Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qpy.Light 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: f 'FOR Ei= Credit Card Safe AL-FARa4Q CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 20359 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-300ALUMINUM HORIZONTAL SLIDING WINDOW •��•• Maximum Width: 126"(XOX) 96"(XO) • • •: • • Maximum Frame Height: 74" ."". Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) ��•�• Installation Drawings # W16-26 • • • • • • This product complies with the High Velocity Hurricane Zone VHZ) testing requlferi�ents. • • The above maximum parameters do not occ simultaneously. ; ••• • See installation drawings for combination f span vs loads. .". Comparative analysis used X Ye/ —No Mandatory Tests (Tested in accordance with AA A 101/I.S.2/NAFS/TAS-202) ASTM E283 Air Infiltration Fenestration Testin 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testi V19 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc ASTM E330 Uniform Static Fenestration Tes ng 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Int. ASTM F 588 Forced Entry Fenestration Tng 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, It Supplemental Tests (Tested in accor ance with TAS-201 and TAS-203) FBC 1626.2 Pmp�arACyclic e Fe n 03/29/2016 6 Idalmis Ortega, P.E. (TAS 201 & 203) Testing Labo tory, Under the limitat' ns oft a attached installation drawings, to the best of my knowledge and ab ' y, the ab a prod ct conforms to the requirements of the 2017 Florida Build ng Code. Evaluation Nc JR99i _ Javad Ahmad AI-Farooq Corporation EB # 35 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 r 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-300 Aluminum Horizontal Sliding Window (L.M.I. and S.M.Ll•�•• •��•�• Certificate of Independence •••••. •••••• Dear Sirs, • • • • • • As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product refei"* ed above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, �."JNilt �nf�M'4O s' •�� O'. STA OF '• U Sealed:1/12/2018 SS/ON AL Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 220I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcena.com I alfarooq@afceng.com (2) ADDL. ANCHORS WIDTH 961, SEE CHART - - WINDOW WIDTH ON SHEET 4 (4) ANCHORS TYP. AT MTG. STILE ENDS 6"_MAX. A AT 4" O.C. FA S (2) ADDL. ANCHORS HEAD/SILL 6 _ _ _ _ _ -(SURF P ED) SEE CHART ANCHORS CORNERS I �`A - MAY BE 6" MAX HEADM SILL ON SHEET 4 (((_ AT) . STILE ENDS AT 4' O.C. -r CORNERS q g --- C D E 7 // 7 I II II /T 7 I II II II II C 1 II tE n 3 n O II II Z O J d I II II = i n 0 Z ;O In I II II 1 u u ; 11 II II 4 I u u u II it n l 8 1 JI 6" MAX. HEAD/SILL CORNERS 7 2 W \ Q \ z eo I I�/ 32�1 3/16" WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS A AT 4" O.C. I I l _ D II / 7 11 II II II /i I 11____�Lr_==_LL II II I II II II II II II II II II II u ° n II II II B I I FALSE MUNTINS (SURFACE APPLIED) MAY BE USED / N 43 3/8" D.L. OPG. AL ".1ON1ONS 46 3/16" TESTED UNITS VENT WIDTH $FRIES, .MG:3�� THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 4 & 5. rn 32 3/8" 46 1/8" A g D.L. OPG. D. L. OPG. m ' 00 37 3/16" VENT WIDTH APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. A -CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION WILL APPLY TO ENTIRE SYSTEM. PROVIDED HE/SHE DOES HOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE B-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE ALTERED BY ANY MEANS. INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WNICH WILL BECOME THE ENGINEER OF RECORD (E.OP.) 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR n1E PROPER DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS USE OF THE P.F.D. ENGINEER OF RECORD, ACTING AS A DELEGATED TO THE BUILDING STRUCTURE. - ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWRIGS- FOR REVIEW. ANCHORS SHALL BE CORROSION RESISTANT• SPACED AS SHOWN ON DETAILS D-THIs P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF AND INSTALLED PER MANUFVS INSTRUC AR S"I ED•EMADME4 TO SASE• •THE PROFESSIONAL ENGINEER OF RECORD TIAT PREPARED IT. MATERIAL SHALL BE BEYOND WALL DRE�SING OR S: Cdb : : A LOAD DURATION INCREASE IS USED IN•OESIGN &Di AWHO@S WTO jVOOOf LY FL #20359 ALL SHIMS TO BE HIGH IMPACT, NON- MU QQ NA4- M�t SSIBL . • •• SEWS `\A 11111I11//j'\\ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL THAT • • • COME INTO CONTACT WITH �`\AJ�� ;�y��qAA�A," �� OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA CODE & ADOPTED STANDARDS. ��•' VGENSE ••KJ yBNLDGG.. NOT THIS PRODUCT APPROVAL IS GENERI Ell DSAFf�T4 •:• FOR A SITE SPECIFIC PROJECT, I� T0582 P�OD�CVIDI OF THLS- DEOUAI•If.• i. jAH OF STRUCTURE RECEIVING THIS P CT AN SEALING O ND OP LNG FOR .• WATER INFILTRATION RESISTANCE 'A��"� ` CONDITIONS NOT SHOWN IN THIS AryrvG ALTO 6E AAjZE: SE:ARAELY, � • � ��9 '• S • AND TO BE REVIEWED BY BUILDIN i1 1CIAL• • • • • MANUFACTURER'S lUP" Qe LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION/�LS�e••"• SECTIONN ACCORDANCE WITH (LABELING TO g FLORIDA BUILDING CODE. AA�/j Q{y�,t AAA COMPLY WITH SECTION 1709 1T 1111111 • • • • • • • • • • • • Sealed: 1/1212018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z^m 2 ao �d 0 � ry o G jm 0&cc� X K InJ Kz Q W - O 2 QzWmi�' v s c 0 i z v n 3 •�l C w � � O to � m cl,t 17 . DO o -�j r 3}a co, E D O } M N O 00 Growing no. W16-26 -- 111 7/6" WINDOW WIDTH V e N I 6" MAX (4) ANCHORS 1O AT MTG. STILE ENDS • ; HEAD/SILL q �AT 4" O.C. FALSE MUNTINS Z H CORNERS 6 ---- --- (SURFACE APPLIED) 2FZ Q MAY BE USED C.o f ? i c�p 0IL CO e n Q 9 N 0 J �'3 Y?7 z m 'o ao �i C—� t 32 3/8' 32 3/8" / 32 3/8" m w QQ3 3 3 D.L. op. . D.L. OPG. D.L. OPG. �o c7 Z Z 3 37 3/16" 37 3/16" =1 � VENT WIDTH VENT WIDTH ¢ W � 127 5/8" WINDOW WIDTH r'1 6" MAX (4) ANCHORS ¢ 3 a _ _ AT MTG. STILE ENDS O Z o HEAD/SILL I q / AT 4' O.C. FALSE MUNTINS o CORNERS I 6 - -d _--- (SURFACE APPLIED) M O w v MAY BE USED c� W �i _e c O 7 2 \ IJ fVil = n m r 0 M Z z o y } � c �200 •• ••• • • • • • •• m - gyp-'• LIGENgF'•. Q 1 j NO- 705 48 1/8" 32 3/e" 32 3/8" z • • • • • • _ - •�v• • • • • • • • • _2 1/.-A D.L. OPGD.L. OPG. . D.L. OPG. 37 3/16' io • • • • • • • `� , _ �- • • • • • • • • • • • • • 5 37 3/16" • ® T . drawln no. • • 9 VENT WIDTH VENT WIDTH TYPICAL ELE,ATIONS •' • �� W16-26 TESTED UNITS PL #20359 �7�/,"IIIII.,0 \ �eet 2 of 10 J II ;I 11 I II 11 I 11 II iI B 6 I I O • • • • • • • • • • • • Sealed: 1/12/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS .090" Interloyer .090" Interlayer .090" Inlerlayer Trosifol PVB Trosifol PVB SentryGlos " 3 By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' By •Kuroroy America, Inc.' Z ro —1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS O W M a I €^W SILICONE SILICONE w _SILICONE " O O J m z DOW 795 DOW 795 z m DOW 795 z ] 22 II I 22 I I 22 II W n O H 1, (7.0 0 8 li li ii ii I O a o c .I 0 ¢ 10 0 z 1 w 0s rc 10 ° °5 t LL AT t/4 POINTS ON LITES AT 1/4 POINTS ON UTES AT 1/4 POINTS ON DTES Z N of 29 WIDER THAN 36" ONLY 29 WIDER THAN 36" ONLY 29 WIDER THAN 36" ONLY m Q W 00110 GLASS TYPES GLASS TYPE 'B' GLASS TYPE_' 5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS _ -j J V n Z N — m O —1/8" TEMP. GLASS 1/8" TEMP. GLASS 1/8" TEMP. GLASS 3 1/4" AIR SPACE 1/4" AIR SPACE —1/4" AIR SPACE Z Z 3 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS p 090" Interloyer .090" Interloyer .090" Interloyer ni Li 00 Trosifol PVB 'Kuraray —Trosifol PVB 'Kuraray SentryGlas 'Kuroroy ¢ By America, Inc.' By America, Inc.' By America, Inc.' = O a rt m 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS 3/16" HEAT STREN'D. GLASS f� op to a w SILICONE SILICONE w SILICONE n Z �- O O w DOW 795 DOW 795 m DOW 795 N w J z 22 - � 22 uN� 22 ou f 1 I I a, 0 rcw 0 0 o I,� t /4 POINTS rA C A7 1/4 POINTS ii•Jl AT 1/4 POINTSSIZES ALL SIZES ALL SIZES u u GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE-- 11/16" OVERALL INSUL. LAM. GLASS - 7/8" OVERALL INSUL LAM. GLASS 7/8" OVERALL INSUL LAM. GLASS c u ° ° GLAZING OPTIONS • • • • • • • • • • • • • • • • • • • • • • • 1111111 O � �B:•''VGENyF � 1 1/4-LA1$LSPACE CONSISTING OF: 11 It 'DURASEAL' EDGE SEAL SYSTEM • • • • • • • • • • • • • _� = Plo. 70582 _ •. BY 'OUANEX' • • • • • • • • — g a • • • • • • • • • • • • • • • • • • % ® A OF i ORIDP••'• ®� drawing no. ��1�� FL #20359 ��0 sheet 3 of 10 • • • • • • • • • • • • Sealed: 1/12/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• 0 0 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. CLASS TYPES 'A' k 'A1' GLASS TYPES 'B' k 'BI' GLASS TYPES 'C' 8: 'Cl' WIDTH I HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-VS.. 63" 74" 84" 96" 26' 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 1 80.0 90.0 1 140.0 26-1/2" 37" 53-1/8" 63" 74" 84" 96" 38-3/8" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 140.0 140.0 90.0 - 80.0 80.0 90.0 140.0 26-1/2" 37" 53-1/8" 63" 74" 84" 98" 50-5/8" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 BO.0 90.0 90.0 140.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 138.7 - - 80.0 80.0 90.0 121.4 26-1/2" 37" 53-1/8" 63.. 74" 84" 96.. 63" 80.0 80.0 80.0 60.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 60.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 126.5 80.0 80.0 80.0 90.0 111.5 - _80.0 - - 90.0 97.5 26-1/2" 37" 53-1/8" 63" 74" 74" - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 - - 84" 96" 50-5/8" - - - _- 90.0 140.0 140.0 r� i - - - 90.0 74" 96" - - - - 90.0 140.0 � 0 90.0 132.7 - - - - 90.0 125.0 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPES GLASS TYPES GLASS 'A' k 'Al' 'B' h 'BI' 'C' k T EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) I 24" 36" 48" 60" 72" 84" 96" 24" 80.0 80.0 80.0 80.0 90.0 80.0 80.0 60.0 80.0 80.0 90.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 90.0 - - 80.0 80.0 1 90.0 24" 36" 48" 60" 72" 84" 96" 36" 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 _ 80.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 - - 80.0 80.0 90.0 24" 36" 48" 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 90.0 TYPES DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) 'Cl' FRAME DIMS. GLASS TYPES 'B' k 'Bl' GLASS TYPES 'C' k 'Cl' NT.(-) WIDTH I HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(- 140.0 55-1/2" 9-11/16 83-1/4" 94-1/4" 26" 80.0 80.0 90.0 140.0 140.0 80.0 80.0 90.0 140.0 140.0 80.0 80.0 80.0 90.0 140.0 140.0 80.0 90.0 140.0 140.0 55-1/2" 9-11/16" 83-1/4" 94-1/4" 38-3/B" 80.0 80.0 90.0 140.0 140.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 140.0 80.0 80.0 90.0 140.0 140.0 55-1/2" 9-11/16' B}-1/4" 94-1/4" 50-5/8" 80.0 80.0 90.0 140.0 140.0 80.0 80.0 90.0 140.0 140.0 80.0 80.0 90.0 140.0 140.0 80.0 80.0 90.0 121.4 140.0 1 55-1/2" 83-1/4" 63" 80.0 80.0 90.0 140.0 140.0 80.0 80.0 90.0 111.5 140.0 80.0 80.0 90.0 97.5 140.0 55-1/2" 9-11/18 74" 80.0 80.0 70.9 98.5 140.0 80.0 80.0 1 62.2 86.4 60" 72" 84" 96" 48" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 - 80.0 80.0 90.0 128.0 24" 36" 48" 60" 72" 84" 961. 60" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 50.0 80.0 80.0 80.0 90.0 136.5 80.0 80.0 90.0 117.0 - - - I - 90.0 102.4 24" 36" 48" 60" 72" 84" 72" - - 80.0 80.0 - - - - 80.0 80.0 - - - - - - 80.0 80.0 80.0 - - 80.0 - - - - 80.0 80.0 - - - - - - - - 96" 48" - - - - 90.0 140.0 72" 84" 601, - - - - - - 90_0 140.0 90.0 140.0 (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' 54' 63" 72" 81" 90" 54" 63" 72" 81" 9C 63" 72" 81" 90" 54" 63" 72" 81" 90" 54" 63" 72" 81" DESIGN LOAD CAPACITY - PSF pp is (XO OR OX SIZES) a GLASS TYPES GLASS TYPES Z n 3 E DIMS. B. A: '01' 'C' k 'CL' HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 a N 7 80.0 80.0 90.0 140.0 24" OJ Q ` I C 80.0 80.0 90.0 140.0 IL I)uj 80.0 80.0 90.0 140.0 it 0 O V01 N LL 80.0 80.0 90.0 140.0 0 C H 80.0 80.0 90.0 140.0 36" 0 LL O 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 C 0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 48" Q b I I 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 M J U z ro 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 of 80.0 80.0 90.0 140.0 60" 0 Y O 80.0 80.0 90.0 117.0 3 h Z 3 Z - - 90.0 102.4 80.0 80.0 90.0 140.0 80.0 80.0 80.8 1 i 1.9 72" l.1 0 In "Oo 80.0 80.0 1 69.4 96.4 N a 85.9 = .0 J o G Zj; N p U 0 J n N O OD M OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XO OR OX' ••I••• • • • • • a• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• ••• . NOTE: • • • • • • • • • GLASS CAPACITII:3 :N Tt% SAEE=OVE • • BASED ON ASTM F1300�9 (3 SEG. GUSiS • • • • AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D All ��''�uCENS ''-•`TA No.70592 A FL #20359 Ad? Sealed: 1 /12/2018 drowinq no. W16-26 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CLASS TYPES 'B' k 'Bl' CLASS TYPES T 8 'CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111' 126" 26' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74' 106-1/4" 111" 126" 38-3/8" 80.0 80.0 90.0 90.0 140.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1/4" 111" 126" 50-5/8' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 1 138.7 74" 106-1/4" 111" 126" 63" 80.0 80.0 90.0 140.0 129.0 80.0 80.0 90.0 80.0 80.0 90.0 125.7 80.0 80.0 - - 74" 106-1/4" 111" 126" 74" 80.0 60.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 1 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' k 'Bl' GLASS TYPES 'C' k 'Cl, WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96" I os" 120" 24" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 90.0 140.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 36' 80.0 1 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 48" 80.0 80.0 90.0 1 140.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 140.0 140.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 60" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 136.5 80.0 80.0 - - 72^ 84" 96" 108" 120" 72' 80.0 80.0 - - 80.0 80.0 80.0 80.0 - - - - 80.0 80.0 - - 80.0 80.0 - - (1/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' k 'Bl' CLASS TYPES 'C' k 'Cl WIDTH HEIGHT EXT.(+) INT.(-) EXi,(+) INT.(-) 74" 106-1/4" 111" 126" 26" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 74" 106-1/4" 111" 126" 38-3/8' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 1 - - 74" 106-1/4" 111' 126" 50-5/8' 1 80.0 80.0 90.0 140.0 80.0 80.0 80.0 - - 80.0 - - 80.0 80.0 - - 74" 106-1/4" 111" 63" 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 74" 106-1/4" 74" 80.0 80.0 - - 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CLASS TYPES 'B' k 'BI' CUSS TYPES 'C' h 'Cl. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 84" 96" 108" 120" 24" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84' 96" 108" 120" 36" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72" 84" 96" 108" 120" 48" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 72" 84" 96" 108" 120" 60" 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - So.0 80.0 - - 72" 84" 96" 108" 72. 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - 80.0 80.0 - - I OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH XOX' •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• • • ••• ••• NOTE: • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS)* • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 FL #20359 ••• • • • Y ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M o \ocE`,�,�i o i a = i 8 � o drawing no. /��/,®��Lt�it\\\ sheet 5 0110 Sealed: 1/1212018 1BY TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING m DIST. EDGE IS, c d ° W2 e ^ e ° A �I TYPICAL ANCHORS SEE ELEV. FOR SPACING �I 7 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL -------------------- I I F.B.C. APPROVED I I 1 m STRUCTURE ql MULLION do MULLION ANCHORS li 3 11 SEE SEPARATE APPROVAL �I II Z q w OF e'mmN II I EDGE DIST. W ? m u I da 9 ry RJ a fV m0 0 TYPICAL ANCHORS TYPICAL ANCHORS 0 0 4 SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING K $ Q O FF WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS J O Q m MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ZJ Z � WEEPIIOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING W1 = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END 1/4" DIA. ULTRACON BY 'ELCO' (F.-177 KSI. Fy-155 KSI) g a W2 = 1-3/4"X 3/8" WEEPHOLES AT 5-1/2" FROM EACH INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Z END WITH PLASTIC BAFFLE 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) z , 3 THRU 1 BY BUCKS INTO CONC. OR BLOCKS o m SEALANTS: 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) N ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) AT EACH END AND INSTALLATION SCREWS IN SILL SEALED DIRECTLY INTO CONCRETE OR BLOCKS WITH ALUMINUM COLORED SEALANT. 1-1/2" MIN EMBED INTO CONCRETE (HEAD/SILL/JAMBS) _j o a 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ¢ 3 � Z Y N #14 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) o cv O J n INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/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 PRATED OR PAINTED) CRITICAL EDGE DISTANCE 2 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. m INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS- SG - 0.55 MIN. - �IIJ. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. • • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. • • • • • • • • o m o 'vof go • • o - 1 ` No. 7D592• • • • v P i •�• • IL • . W008 BK • • ��®'• S drawing no. • I. ^ TYPICAL ANLI±oRs • • • • • SEE ELE� • • • % lot. •'' >, ��\ W 16-26 FOR SPACING � EDGE Dlsr. FL #20359 'Ii,��I �t�� (sheet ti o(16) frRRII Il" • • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • 0 0•• • • VENT WIDTH 1/4" MAX. `�� 1/4• MAX. 5 26 D C SHIMS _ SHIM O O O Z %) M • J B 7 4 TYPICAL ANCHORS C F D.L.O. 24 OPTIONAL TO SEE ELEV. ; W ( 1 SPRING LATCH FOR SPACING 9 0 n Q. O 1 1/2- - - - c r_ =c 24A 1/4" b � - v 0 S cr IL O C I K C oe-------------------- -- - - = - - o 27 e LL w C� 4 D.L. OPG. _ Q W N i EXTERIOR 1BY WOOD BUCKS U m WINDOW WIDTH J z Sn o TYPICAL ANCHORS XO LAYOUT 3 3 SEE ELEV. OX OPPOSITE o .� FOR SPACING 3 u z Z n = 3 o .4! _ VENT WIDTH w io 1/4" MAX. r`i V) Ir aD SHIM O O 25 1/4" MAX. 0 OO N SHIMS 0,0 0 B TYPICAL ANCHORS D.L.O._ 7 24 OPTIONAL TO D.L.O. SEE ELEV. SPRING LATCHed FOR SPACING o Z } n METAL ° o d STRUCTURE �7 n (.D N 24 w I ._ ______ ___________ �. 10 27 ° 6 7 N BY ° d 4 WOOD BUCKS ° d D.L. OPC. WINDOW WIDTH 0 v SPACING 7i 460 • FOR SPACING • • • • •• n TYPICAL ANCHORS • • c SEE XOX_LAYOUT • • • • • • • • • • • ``1111 II •VOENS—f l r •F••. ®� n r o .7 osez000 r • • • • • • • • • •'•,• 9T drowing no. ''• FL #20359 ��"tI/IN 0`� sheet 7 of10 • • • Sealed: 1112/2018 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL F.B.0APPROVED e a f EDGE DIST,_ STRUCTURE MULLION & MULLION ANCHORS e > e e� SEE SEPARATE APPROVAL _ d EDGE DIST. O7--IFE 5 x ALT. FFOR AL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS ELEV. SEE ELEV. SEE ELEV. SPACING FOR SPACING SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 MAX. SHIMS _ OC SHIMS `I S ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING d 1�4 PC Tr O w u we d •• ••• • • • • • • •• • • • • ••• • •• ••• •• • • • •• INSTALLATION DETAILS WITH FLUSH FRAME ADAPTOR •• ••• • • ••• ••• • • • • • • • • • • • • •• • • • • •• •• No.70592 Q 8 T F FL #20359 f drawing no. W 16-26 sheet 8 of 10 • • • • • • • • • • • • Sealed: 1/12/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.848 1 .169 821 1.496 q2.313 1 502 .062 188 TMP' .062 TYP. O VENT TOP/BOTTOM RAIL II-'— z.406— 1.189 -�i -1.439 I ," O FRAME HEAD FRAME SILL .062 .528 .2501 -1.345� I SILL TRACK F1.981W 2.848 .062 TYP. 1.0D0 876 FRAME JAMB 38 062 TYP. 1.189 1---1.531--4 O8 JAMB STILE 2.406 1.1� "EIA 1. � 3 ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 3 MG301 MG302 1 t FRAME SILL 6063-T6 - SILL TRACK INSERT 6063-T6 - 4 MG303 AS REQD. FRAME JAMB 6063-T6 - 5 MG212 AS READ. FLUSH FRAME ADAPTER 6063-T6 - 6 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 9 MG304 MG207 1/ VENT 2/ WENT JAMB STILE 6063-T6 I - TOP AND BOTTOM RAIL 6063-T6 - 10 MG206 I AS READ. GLAZING BEAD (5/16' GLASS) 6063-T6 - 10A MG209 AS READ. GLAZING BEAD (7/16" GLASS) 6063-T6 - 1OB MG210 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 13 MG305 AS RTEQD. ADD -ON SILL RISER ROLLER HOUSING & GUIDE 6063-T6 CELCON - - 14 M0321 4/ VENT 15 MG322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 #10 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS _ FlX. RAIL SILL SCREWS (SILL END) CRS CRS PH SMS PH SMS 18 010 X 3-1/2" 2/ VENT 19 W222322 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB 22 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTWAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM _EACH END LATCH INST. SCREW _ZAMAK_ ST. STEEL SULLIVAN & ASSOC. 24A 18 X 5/8' 2/ LATCH FH SMS 25 MG211 2/ VENT SPRING LOADED LATCH LATCH SPRING 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH ST. STEEL - 26 - 2/ WOW. HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL 28 - - AS READ. AS REQD. SILL INSERT, 2" LONG_ SETTING BLOCK AT 1/4 POINTS 6063-T6 AT MTG. STILE LOCATION El 29 EPDM WROMETER BOtS SHORE A 1.531 O7 VENT INTERLOCK 2.81447 .0� 62 500 1.409 F t3 ADD -ON SILL RISER .094 F1.969 I^ — -I --� �- Oe FIXED MTG. RAIL 2.786 125 _ .500 .672.062 II�-YT q— +• •.�. . • • •• 1,122- • •• • • • • • PO FLUSH FRAME ADAPTER • •ILL IV:RT• • • � � • • • P .078 1.421 1583� .458- 34 .7B} 1 .050 .865 .78, 1 •050• • �5♦ -OS•0• .885 1 • • 1.029 - II • • • J • • • • 25 SPRING LOADED LATCH 10 ® LAZING BEADS FL #20359 • J-,C!.AIr�I. No.70592 ' T�$ b • • • Sealed: 1/12/2018 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• drawing no. W16-26 h � J i �H So_ g011, aoQ8 a = aa0f 0 FRAME TOP CORNER z J y—I m v 3 a 3 VENT TOP/BOTTOM CORNER 3 o h i 3 R o K O N M 17 O V-) � � o o z�� / / a W 00 i / C O C U N N •• ••• • • • •• • �O Y • • • • • > ••• ••i ••i OV MI BOTW•CORNER�A qZ�p m I No. 70592 — 3 •• ••• • • ••• ••• -_ •• k • • • • • • • • • • • • •'• B drowing no. FIXED MTG. RAIL CORNER FL #20359 • • • • • • • • • • • • Sealed: 1/12/2018 • • • • • • • • • • • •• •• • • • • •• •• ••• • • ••• • •