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WS-08-23-2106Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-08-23-2106 ,. Permit Type: Windows/Shutters Work Classification: Window/Door. Replacement Permit Status: Approved Issue Date: 09/1412023 1 Expiration:03/14/2024 Location Address Parcel Number 785 NE 95TH ST, Miami Shores, FL 33138 1132060142170 Contacts ANDREA GROMELSKI Owner Alco Windows & Doors Applicant 785 NE 95 ST, MIAMI SHORES, FL 33138-2514 Josselin Contreras 10200 NW NW 25 ST 13, DORAL, FL 33172 permits@alcoimpact.com ALCO WINDOWS AND DOORS Contractor LOREN FRAUTE 9395 SW 13 ST, Doral, FL 33172 Business: 888-877-2526 aura@alcoimpact.com Mobile: 3058125412 Inspection Requests: Description: REPLACING (16) EXISTING WINDOWS AND (2) Valuation: $ 26,056.00 305-762-4949 DOORS WITH IMPACT I Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $16.20 DBPR Fee $4.65 DCA Fee $3.10 Education Surcharge $8.10 Scanning Fee $21.00 Technology Fee $31.00 Windows/Shutters Fee $260.00 Total: $394.05 Payments Date Paid Amt Paid Total Fees $394.05 Check# 2253 09/14/2023 $344.05 Check# 2246 08/23/2023 $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 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. �In( Jen11 fcr C-rr>?y,1ez Qq 104 123 Authorized Owner / Applicant / Contractor / Agent Date September 14, 2023 Page 2 of 2 DECEIVED AUG 2 3 2023 Miami Shores Village BY: L Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 2020 _ BUILDING Master Permit No. VV!S-o 0 - 2-2 -ZI CXo PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING ❑ MECHANICAL [-]PUBLIC WORKS ❑ CHANGE OF []CANCELLATION ❑ SHOP �r� CONTRACTOR DRAWINGS JOBADDRESS: �QQU� PE JI Cam: Miami Shores County: Miami Dade Zip: 39 Folio/Parcel#: I t — 3206— 014 - 21—yfy Is the Building Historically Designated: Yes NO Occupancy Type: Load: OWNER: Name (Fee Simple Titl& Address: �+ City: I V Tenant/Lessee Name: �� Email: _ EjWa1rQ . GZl Construction Type: Flood Zone: BFE: FFE: nc 461- (vm Zip: 331 CONTRACTOR: Company Name: -Moo WI Odaos -4 OO l Phone#: ?0&-92'q-(0032 Address: 21��tcx^o b-1'� ✓1 City: D!Zrcj- _ State: Zip: *as 142- Qualifier Name: TI C7kTrt Phone State Certification or Registration #: C61G 1SZ-(o312 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone Address: rt� City: State: �1_Zip: IJO Value of Work for this Permit: $ :�-<P 1 (P. of Square/Linear Footage of Work: 1 1 5sz Type of Work: ❑ Addition. [k Alteration. _ ❑ New ❑ Repair/Replace ❑ Demolition_ Description of t WNIVA t1 Specify color orf7�color thru tile: Submittal Fee ly'CID Permit Fee$ -7-620'60 CCF$ 11,. 20 CO/CC$ Scanning Fee $ %r )' 00 Radon Fee $ _ 3 1 D DBPR $ y.%S Notary: Technology Fee $ 31 • 60 Training/Education Fee $ W. I ✓) Double Fee $, Structural Reviews $ ' (Revised02/24/2014) Bond $ r� TOTAL FEE NOW DUE $ • n 5 �. 'iF �.' .1 '. �, i L _: _ _ i .. - -•�. ;ti ' t. � . .- �: • -' _fir .aq _,,, i�,..: ; __,,;:�I-r_ _ � - - - - __ � .., � �.. ��'_.. -�� r mac: ��T. •,:.,� �.�o ��,_ (� fit• ...� ^, -.i�+ � - �t!`; � ;:J � • ' 1 �rf. 1' . - .... -. -.. _- -- 1 _ _ .. - `�. ._ i - _-. l.' �' � � - - - Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lenders Name (if applicable) Mortgage Lenders Address City State Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that o 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 certi)'red copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a rein a ion fee will be ch/airged. The f ypedlllAinstrume was acfk�no/wl ged before me this (JX day of v'J 20 ZJ by l(vho is personally known to me or who has produced , trs G as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: APPROVED BY JOSSELIN CONTRERAS Notary Public -State of Florid Commission # HH 378887 My Commissign Expires MxiLt trum tSvas acknowlRdged before me this d y o,,f� P by �,y_ I / a L wh s personally kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: Notary Public -State of Commission # HH 3: My Commission Fxi Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 9. t�. I C I �� RECEIVED AUG 2 3 2023 VA Miami -Dad I Lo Chart for Openings BY: Based on ASCE 7-16 for Detached One- and Two -Family Dwellings and Multiple Single -Family Dwellings (Townhouses) with a mean roof height <- 30 feet 175 mph (3-second gust) /Exposure C/ Kd=.85, / Pressures in PSF / ASD These tables are to be used only for one- and two-family detached dwellings and multiple single-family dwellings (townhouses) with a mean roof height of 30 feet or less. They are to be used for replacement windows. These tables can be used for French doors, sliding glass doors, solid doors, and for sectional (overhead) garage doors. They may not be used for roll -up doors due to catenary forces acting on the supports that must be checked. The pressures are provided in pounds per square foot (psf) for allowable stress design (ASD). A positive (+) pressure acts towards the structure; negative pressure (-) acts away from the structure (suction). The width of zone 5 is the'a' distance; it is either 10% of the least horizontal dimension of the structure - or - 0.4 times the mean roof height, but not less than 4% of the least horizontal distance -or- 3 feet. It is measured from the corner of the structure. Note that 3-feet is not the default value, it is the minimum width. To determine the least horizontal dimension, inscribe a box around the entire structure and use the smallest dimension of the resulting rectangle. Windows The effective wind area of a window is based on the size of a single pane of glass. Likewise, a sliding glass door or French door would use the size of one of the leaves, not the size of the opening. Garage Doors The wind area of a sectional door is based on the size of a single panel, usually no more than 24" deep, and the width of the door. Dual Pressure Zones A common placement for a garage door is near a corner of a residence, which would put a portion of the door in zone 5, leaving the remainder in zone 4. You can select the door based on the zone 5 pressure, or you may use a weighted average. For example, if you have a 10-ft wide door and 2-ft are in zone 5, the zone 5 suction is -50 and the zone 4 suction is -42: ((2 x 50) + (10-2) x 42))/ 10 = (100 + 336)/10 = 436/10 = -43.6 psf. (Round up to -44 psf) If a window is placed in zone 4 and zone 5, use the zone 5 pressure. Aeff 15 ft Mean Roof (ftz) Height 20 ft Mean Roof Height 25 ft Mean Roof height 30 ft Mean Roof Height Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 + + + - + - + - + + + - 10 40 43 40 54 43 43 57 45 48 45 60 46 50 46 62 20 38 42 38 50 41 41 53 43 46 43 56 44 48 44 58 50 36 39 36 45 38 E40 38 48 40 44 40 50 42 45 42 52 100 34 37 34 42 36 36 44 38 42 38 46 39 43 39 48 500 30 33 30 33 32 32 35 33 37 33 37 35 38 35 38 Wind analysis per MecaWind Pro V2335 Miami Shores Village Building Department Zoning Dept... Date�deral, Building Dept. Dat Subject to compliance with a State and County rules and regulations. Perm it#Ws-(am ' 23 --L10co MULL 3 X 3 SCOPE OF WORT( (16) WINDOWS (2) FRENCH DOORS Folio:11-3206-014-2170 Sub -Division: MIAMI SHORES SEC 2 Property Address 785 NE 95 ST MIAMI SHORES, FL 33138-2514 Owner. Andrea Gromelski Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY :1 UNIT RTT:CEIVEID AUG 2 3 2023 WINDOW & DOOR SCHEDULE OPENING# SIZE APPROVEDPSF REOUIREDPSF IMPACTGLAZING ZONE MUWONS PRODUCT APPROVAL# 1-HR 93i nX38 65/-65 40/-54 YES 5 NO FL41890 2-HR 55 X51 65/-65 40/43 YES 4 NO FL41890 3-HR 55 X51 65/-65 40/43 YES 4 NO FL41890 4-FD 38X81 65/-65 40/43 YES 4 NO FL26942 5-HR 363AX503/4 65/-65 40/d3 YES 4 NO FL41890 6-CA 363/4 X 503/4 65/-65 40/43 YES 4 NO FL29676 7-FIXED 13 X 271/2 65/-65 40/ 43 YES 4 NO FL41889 8-HR 19 X39 65/-65 40/43 YES 4 NO FL41890 9-CA 363/4 X 51 65/-65 40/-43 YES 4 NO FL29676 10-HR 37X501/4 65/-65 40/-54 YES 5 NO FL41890 11-HR 681/2X 513/4 65/-65 40/43 YES 4 NO FL41890 12-FD 33X801/2 65/-65 40/-43 YES 4 NO FL26942 13-HR 69 X 513/4 65/-65 40/43 YES 4 NO FL41890 14-HR 551/4X5/1/2 65/-65 40/43 YES 4 NO FL41890 15-HR 381/2X40 65/-65 40/-43 YES 4 NO FL41890 16-FIXED 3SX391/2 65/-65 40/-54 YES 5 YES FL41889 17-FIXED 3SX39112 65/-65 40/-54 YES 5 YES R41889 18-HR 37X39 65/-65 40/`43 YES 4 NO K41890 Business : Professional =60 r BOS Home I Log In I User Registration I Hot Topics I Submit surcharge I scats & Facts I Publications I Contact Us I ECIS Site Map I Links I Search d bpr a Product Approval n USER: Public User RECEI V EI:) Protl c Approval Menu > Protluct or Apoiigtlon Search > AgogcaHOo t$t > Application Detail f)U FJ 2 3 L V LJ FL# FL17472-118 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers, FL 33912 (800)432-2204 Ext 4305 easenglneering@easternmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email James Flesher easengineering@easternmetal.com Jim Flesher 10030 Bavaria Rpad Fort Myers, FL 33913 (800)432-2204 jflesher@eastemmetal.com Category Windows Subcategory Mullions Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Certification Mark or Listing Keystone Certifications, Inc. Keystone Certifications, Inc. Standard AAMA 450 TA5201 TAS202 TAS203 Year 2010 1994 1994 1994 Product Approval Method Method 1 Option A Date Submitted 07/14/2021 Date Validated 07/14/2021 Date Pending FBC Approval Date Approved 07/16/2021 Summary of Products FL # Model, Number or Name Description 17472.1 HVHZ Clipped Aluminum Bay/Bow HVHZ Clipped Aluminum Bay/Bow Mullion Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17472 R8 C CAC 622-104 C3RS.p(I_f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/22/2024 Design Pressure: N/A Installation Instructions Other: See drawing set for mullion size, angle and design FL17472 R8 II PA-0004 HVHZ Mulls SS 2021-06-14.p f pressure rating Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R8 AE PER7618 SS 2021-06-13.pdf Created by Independent Third Party: Yes 17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical, Horizontal, T Mullion and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL17472 R8 C CAC 622-101 C3111,gdf Approved for use outside HVHZ: Yes FL17472 R8 C CAC 622-102 C3R1.gdf Impact Resistant: Yes FL17472 R8 C CAC 622-103 C3RI.gd[ Design Pressure: N/A FL17472 R8 C CAC 622-105 C3R1.pQ Other: See drawing set for mullion size, configuration and FL17472 R8 C CAC 622-106 C3RS.pQf design pressure rating Quality Assurance Contract Expiration Date 07/18/2024 Installation Instructions FL17472 R8 II PA-0003 HVHZ Mulls SS 2021-06-14.gdj Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL17472 R8 AE PER7619 SS 2021-06-13.pdf Created by Independent Third Party: Yes Back Hext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1624 The State of Florida Is an AA/EEO employer S@QYLoh[ 2007-2013 State o! 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487,1395.'Pumuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F$. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®®®®® Credit Card Safe BUILDING DROPS • A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Product Evaluation Report Of Eastern Architectural Systems HVHZ Clipped Aluminum Bay/Bow Mullions for Florida Product Approval FL# FL17472 Report No. 7618 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.com Current Florida Building Code Method: 1— A (Certification) Category: Windows Sub — Category: Mullions Product: HVHZ Clipped Aluminum Bay/Bow Mullions Material: Aluminum 6005-T5 & 6063-T6 Prepared for: Eastern Architectural Systems 16341 Domestic Ave. Ft Myers, FL 33912 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer# 73778 Date:05/25/21 Contents: Evaluation Report Pages 1-3 RECEIVED Hermes F. Norero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: Eastern Architectural Systems Product Category: Windows Product Sub -Category: Mullions Compliance Method: State Product Approval Method (1)(a) Product Name: HVHZ Clipped Aluminum Bay/Bow Mullions FL#:FL17472 Date: 05/25/21 Report No: 7618 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Eastern Architectural Systems based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Current Florida Building Code. See Installation Instructions PA-0004, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the Current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the Current Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0004 require further engineering analysis by a licensed engineer or registered architect. 5. All configurations shown in installation instructions PA-0004 have been qualified as required by Section 1709.8 of the Current Florida Building Code. 6. See Installation Instructions PA-0004 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 BUILDING DROPS FL#: FL17472 A Perfect Solution in Every Drop Report No: Date: 05/25/21 5/21 Certificate of Authorization: 29578 7618 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through Keystone Certifications, Inc. (FBC Organization M CER1523). Referenced Test Standards: • AAMA 450-10 • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: Installation: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization #: TST1577) Report #: CTLA 301OW-10A Report Date: 09/22/14 TAS Reports Signed and Sealed by: Ramesh Patel, PE 20224 2. Certification Agency Keystone Certifications, Inc. (FBC Organization #: CER1523) Refer to Installation Instructions (PA-0004) for anchor locations, design load tables, and further details of the installation requirements. Design Pressure: See drawing (PA-0004) for mullion design pressure tables, mullion profiles, and installation details. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 } Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 7 Page: 1 of 1 KF-YSTONE CERTIFICP.TIONS. INC. Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: Issue Date: Revision Date: Expiration Date: Company Code: 622 - 104.0 1/16/2015 7/14/2021 9/22/2024 622 87 �I This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: Bay/Bow Aluminum Mullion 16341 Domestic Ave Operator Type: Mull Fort Myers, FL 33912 Config: No Reinforcement USA Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: Test Report Expiration: CTLA-301OW-10A 9/22/2024 Authorized Signature: Keystone Certifications, Inc. 145 Limekiln Rd. Suite 100E New Cumberland, Pennsylvania 17070 Phone:717-932-8500 Fax: 717-932-8501 W W W.KEYST'ONECERTS.COM 1STo�tAppendix CAR No: 622-104.0 pCERTI\FICA710N�3, N�. Expiration Date: 11��II 9/22/2024 Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Load Tables for the: 22.5 Degree Bay/Bow Aluminum Mullion DESIGN PRESSURE LIMITS FOR MULLION: 22.5 Deg. - ONE-WAY MULLIONS SPAN T (IN.) TRIBUTARY WIDTH 'W' (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 175.3 159.1 149.0 144.1 143.5 141.6 72 179.3 137.2 112.6 96.9 86.2 78.9 74.6 74.0 70.8 84 112.1 85.4 69.6 59.4 52.3 47.2 44.1 43.6 40.9 96 74.8 56.7 46.1 39.1 34.2 30.7 28.4 28.0 26.0 108 52.3 39.6 32.1 27.1 23.6 21.1 19.4 19.1 17.7 DESIGN PRESSURE LIMITS FOR MULLION: 22.5 Deg. -TWO-WAY MULLIONS SPAN V (IN.) TRIBUTARY WIDTH'W' (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 60 200.0 200.0 181.3 151.1 129.5 113.3 102.4 100.7 90.6 72 174.8 131.1 104.9 87.4 74.9 65.6 59.2 58.3 52.5 84 110.1 82.6 66.1 55.1 47.2 41.3 37.3 36.7 33.0 96 73.8 55.3 44.3 36.9 31.6 27.7 25.0 24.6 22.1 108 51.8 38.9 31.1 25.9 22.2 19.4 17.6 17.3 15.5 Impact Ratings ASTM E1996 - Wind Zone 4, Missile Level D PA/TAS 201/203 - Large Missile and Small Missile compliant Keystone Certifications, Inc. 145 Limekiln Rd, 100B New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com jl{E'YSTONE Appendix 1 -u Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 CAR No: 622-104.0 Expiration Date: 9/22/2024 RECEIVED AUG 2 3 2023 Load Tables for the: 30 Degree Bay/Bow Aluminum Mullion i DESIGN PRESSURE LIMITS FOR MULLION: 30 Deg. - ONE-WAY MULLIONS SPAN TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 175.3 159.1 149.0 144.1 143.5 141.6 72 179.3 137.2 112.6 96.9 86.2 78.9 74.6 74.0 70.8 84 112.1 85.4 69.6 59.4 52.3 47.2 44.1 43.6 40.9 96 74.8 56.7 46.1 39.1 34.2 30.7 28.4 28.0 26.0 108 52.3 39.6 1 32.1 27.1 23.6 21.1 19.4 19.1 17.7 DESIGN PRESSURE LIMITS FOR MULLION: 30 Deg. -TWO-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 60 200.0 200.0 181.3 151.1 129.5 113.3 102.4 100.7 90.6 72 174.8 131.1 104.9 87.4 74.9 65.6 59.2 58.3 52.5 84 110.1 82.6 66.1 55.1 47.2 41.3 37.3 36.7 33.0 96 73.8 55.3 44.3 36.9 1 31.6 27.7 25.0 24.6 22.1 108 51.8 38.9 31.1 25.9 1 22.2 19.4 17.6 17.3 15.5 Impact Ratings ASTM E1996 - Wind Zone 4, Missile Level D PA/TAS 201/203 - Large Missile and Small Missile compliant Keystone Certifications, Inc. 145 Limekiln Rd, 100E New Cumberland, PA 17070 Phone:717.932.8500 www.keystonecerts.com STONAppendix 1 CAR No: 622-104.0 CQRTI,YRExpiration Date: 9/22/2024 Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Load Tables for the: 45 Degree Bay/Bow Aluminum Mullion DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. - ONE-WAY MULLIONS SPAN 'L' (IN.) TRIBUTARY WIDTH 'W' (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 60 200.0 200.0 200.0 200.0 192.2 180.0 174.1 173.4 171.1 72 200.0 165.8 136.1 117.0 104.2 95.4 90.1 89.4 85.5 84 135.4 103.1 84.1 71.7 63.2 57.1 53.2 52.7 49.5 96 90.3 68.5 55.6 47.2 41.3 37.0 34.3 33.8 31.4 108 63.2 47.9 38.7 32.7 28.5 25.5 23.4 23.1 21.3 DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. - TWO-WAY MULLIONS SPAN 'L' (IN.) TRIBUTARY WIDTH 'W' (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 60 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 99.6 72 200.0 158.4 126.7 105.6 90.5 79.2 71.6 70.4 63.4 84 133.0 99.8 79.8 66.5 57.0 49.9 45.1 44.3 39.9 96 89.1 66.8 53.5 44.6 38.2 33.4 30.2 29.7 26.7 108 62.6 46.9 37.6 31.3 26.8 23.5 21.2 20.9 18.8 Impact Ratings ASTM E1996 - Wind Zone 4, Missile Level D PA/TAS 201/203 - Large Missile and Small Missile compliant Keystone Certifications, Inc. 145 Limekiln Rd, 1006 New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com �,Ys ONE, A e n d i x 1 CAR No: 622-104.0 C¢RTiA1CAT10NS. INC. p p Expiration Date: 9/22/2024 Eastern Architectural Systems 10030 Bavaria Road Fort Myers, FL 33913 Load Tables for the: 90 Degree Bay/Bow Aluminum Mullion DESIGN PRESSURE LIMITS FOR MULLION: 90 Deg. - ONE-WAY MULLIONS SPAN V (IN.) TRIBUTARY WIDTH IWI (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 F60 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 199.2 200.0 200.0 200.0 184.5 167.4 155.7 148.6 147.6 142.3 84 200.0 183.3 149.5 127.5 112.3 101.5 94.6 93.6 87.9 96 160.5 121.8 98.9 83.9 73.4 65.8 60.9 60.2 55.9 108 112.4 85.1 1 68.9 58.2 50.7 45.2 41.6 41.1 37.9 DESIGN PRESSURE LIMITS FOR MULLION: 90 Deg. - TWO-WAY MULLIONS SPAN V (IN.) TRIBUTARY WIDTH IW' (IN.) 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 36 200.0 200.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 48 200.0 200.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 60 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 99.6 72 200.0 200.0 166.0 138.4 118.6 103.8 93.8 92.2 83.0 84 200.0 177.3 1 141.9 118.2 101.3 88.7 80.1 78.8 70.9 96 158.4 118.8 95.0 79.2 67.9 59.4 53.7 52.8 47.5 108 111.2 83.4 66.7 55.6 47.7 41.7 37.7 37.1 33.4 Impact Ratings ASTM E1996 - Wind Zone 4, Missile Level D PA/TAS 201/203 - Large Missile and Small Missile compliant Keystone Certifications, Inc. 145 Limekiln Rd, 100E New Cumberland, PA 17070 Phone: 717.932.8500 www.keystonecerts.com EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS GENERALNOTES 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE 3. APPROVED IMPACT PROTEME SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. INDNIDUAL UNITSATTACHED TO MUWONS MUST BE IMPACT MTW. 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETIE/MASONRYAND 2X FRAMING AS AMAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT WADS TO THE FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 5. U(AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTAL1ATION. 6. THE INSTALLATION DETAILSDESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMEDADE HER. 9. MULLION &CLIP MATERIAL; ALUMINUM 6005-M & 6063-M (AS NOTED( 8. MULLIONS MAYBE USED WITH ANY APPROVED FENESTRATION PRODUCT, UNDER SEPARATE APPROVAL 9. SEE SHEETS 3-7 FOR INSTALIATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS, MULUON CONFIGURATIONS, AND DESIGN LOAD CAPACITIES. 10, DISSIMILAR M BEAUS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH CURRENT FLORIDA BUILDING CODE. TABLEOFCONTENTS SHEET SHEETOESCRIPTION 1 GENERAL NOTES, INSTRUCTIONS, AND ELEVATIONS 2 MULLION ASSEMBLY AND MUWON AND CLIP DETAILS 3 MULLION CROSS SECTIONS 4 22.SW MUWON DESIGN LOAD TABLES S 30• MUWON DESIGN LOAD TABLES 6 AS- MULLION DESIGN LOAD TABLES ] 90• MULLION DESIGN LOAD TABLES R MUWON ASSEMBLY AND WAD EXAMPLES W CGM, 0 k RAT D FV t�l MULLION UNDER SEPARATE APPROVAL MULLION — TYP. � VERTICAL SPAN y y ANCHOR CLIP, NP TYPICAL MULLION ASSEMBLY / MULL 7 / MULL SPAN'[ VERTICAL SPAN 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. 3. DETERMINEWHETHERA55EMHLYREQUIRESONE-WAYORTW WAYMULUONS: • A55EMBUESCONSISTING OF STACKED OR SIDE -BY -SIDE UNITS REQUIRE USE OF ONE-WAYMULUONS. • ASSEMBUESCONSISTINGOFMULnPMUNUSMULLEOTOGETHERWUH MULTIPLE MULLIONS REQUIRE USE OF TWO-WAY MUW ONS. • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN PRESSURE OF OPENING USING CHARTS ON SHEETS 4 ). 5. QUAUFIEDCLIP TYPES APPEAR ON SHEETS4-T. MULTIPLE ANCHOR TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 6. MUWONS SHOWN HEREIN SHALL BE USED IN A VERTICAL MANNER ONLY. HOWEVER, HORIZONTAL MULUONS UNDER SEPARATE APPROVAL MAYBE USED IN CONJUNCTION WITH MULLIONS SHOWN HEREIN IN A TWO-WAY CONFIGURATION. T. THE LESSER DESIGN PRESSURE OF MULLION OR FENESTRATION PRODUCT WILL GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. REVISIONG S Po l OF G�Y� SM ON,. 6T1 ER. FBL EPNOLE PS" _ cY w o cXlmw HVHZ CLIPPED ALUMINUM AA DWPA MULLIONS Eunniian 1� 1ULX0AWTOHNO. )95]0 u NOTE: USE (2) ANGLE CUPS PER MULLION END, INSERT CLIPS INSIDE MULLION 1.036" --I 0.2s0 &3,2jIT' o.1zs^J 22.50 DEGREE MULLION USE WITH CLIP TYPE(S): • L-CLIPS(PAIRS) USE CLIP DEPTH= 2-3/4" BAY/BOW MULLION INSTALLATION FASTENERS VARY, SEE NOTES SHEETS 4-7 0 L-CUP SUBSTRATE VARIES, SEE SHEETS 4-7 L-CLIP ATTACHMENT (TYP.) NOTE: L-CUPS MUST BE USED WITH ANY'BAY/BOW' MULLION TYPE. SEE SPECIFIC MULLION SHEET FOR DETAILS. 1.040" --{ r- 0.250" 3.369' 30.0° 0.12s' / 30 DEGREE MULLION USE WITH CLIP TYPE(S): • L-CLIPS (PAIRS) USE CLIP DEPTH= 2-3/4" 1.072" 1.W2" 3.125" 250" --qs° 3soa' D.lzs" 4sal I.1zs"J 45 DEGREE MULLION USE WITH CLIP TYPES), L-CLIPS(PAIRS) USE CLIP DEPTH= 2-3/4" 2' 0.125" L � 2.250" -F— o 0 2.260 o 0 --} 0.875' I� I-•-- 4.000" !-I 2" x 4" L-CLIP ALUMINUM 6063-T6 NOTES L-CLIPS SHALL BE USED IN PAIRS AT MULLION ENDS. REVISIONS 0.2SO" HVH2C LADt V S A OF 1 VERTICAL AND 2 MULl10N A55EM0 0 O IDP:' 42�: mmG�S 13 w -jgG- GUA! a�N�. �PiP oPn PA-0004 N Jfe -orMI M!fNINUL�. � rt o"avmr Jl1FA 90 DEGREE MULLION USE WITH CLIP TYPE(S): • L-CUPS(PAIRS) USE CLIP DEPTH=2-3/4" ..oneoF.um.ee •mwure ieeiann° a°1ixc. or aVMOP14TOHX0.19518 13Y; AUG 2 2 2023 INSTALLATION ANCHOR INSTALLATION ANCHOR (SEE NOTES SHEETS 4-7) 2 1/2" 4N. (SEE NOTES SHEETS 4-7) °• . ° 3/4" MIN. EDGE 1ST. CONCRETE OR ° ' ; d • EDGE DIST. CONCRETE OR --,,,,a MASONRY BY OTHERS e a a e G ' MASONRY BY OTHERS ° CAULK BETWEEN e a a e 11/4" N. CAULK BETWEEN CONCRETE/ MASONRY & 1X d ° .e EMBEDM NT CONCRETE/ MASONRY & 2X 11/2" MIN. WOOD BUCK BY OTHERS I WOOD BUCK BY OTHERS EMBEDMENT 1 X V BY 0 IOOD BUCK HERS 2 X WOOD BUCK BY OTHERS MULLION CLIP MULLION CLIP I I EXTERIOR I I INTERIOR I MULLION TYP. g VERTICAL SECTION 3 HEAD-CONCRETE/MASONRY SIDE VIEW -VERTICAL I I EXTERIOR I I INTERIOR I MULLION TYP. NOTE DETAILS SHOWN ARE TYPICAL FOR ALL C VERTICAL SECTION MULLION & CLIP ASSEMBLIES. SEE 3 HEAD -2X WOOD BUCK SHEETS 4-7 FOR ALLOWABLE MULLION SIDE VIEW -VERTICAL CONFIGURATIONS, SIZES, AND DESIGN EXTERIOR i i INTERIOR MULLION 1 I TYP. I I I I I MULLION CLIP I I TYP. • e a e 11/4" MIN. d , e EMBEDMENT PRECAST SILL ° ° BY OTHER INSTALLATION ANCHOR (SEE NOTES SHEETS 4-7 21/2" MIN. EDGE DISTANCE A VERTICAL SECTION 3 SILL - CONCRETE/MASONRY SIDE VIEW -VERTICAL REVISIONS r N .7 7 -0 SA OF l � � FR O DAM AYION1M& 9 FSPE CERL OF T�i1 N0. Z9M By DATE DESCRIPTION EASTERN ARCHITECTURAL SYSTEMS Eastern A��N� . pI EASTERN METAL SYPPLY FT 00 FL339 AVE ... �~ R 77401- it33912 +an.+o+•2+90 E: HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS MULLION SECTIONS OATS OMYM 8Y: PREPARED BY: 02 OS 13 TJH BUILDING CE CERTIFICATE INC OF ORAVM+6 NO: SCALE: FBPE CERTIFICATE OF PA-0004 N.T.S. AUTHORIZATION NO.29S78 SHEET: REV: 3OF8 - DESIGN PRESSURE LIMITS FOR MULLION: 22.5 De . -ONE-WAY MUW ONS SPAN'12 TRIBUTARYWIDTH'W IN. IN. U 24 30 36 42 1 48 53.125 1 54 GO 24 =0 200.0 mo 2010 2m0 200.0 2m0 2m0 2010 36 2000. mo =0 =a mo mo 2m0 =0 =0 aB "..a MD 2(10.o 200.0 200.0 2m0 2m0 1m0 mo 60 2000. m.a 2010 175.3 1 A 99.0 LULL 143.5 14LG n 129.3 132.2 112.6 96.9 86.2 78.9 24.6 24.0 TD8 84 112.1 85A SEA $9.4 52.3 47.2 44.1 43.6 419 96 24.9 56.2 46.1 39.1 34.2 30.7 M4 mo mo LOB 52.3 39.6 311 22.1 23.6 21.1 19.4 19.1 17.7 DESIGN PRESSURE UMITS FOR MULLION: 22.5 Oe . -TWO-WAY MILLIONS SPAN TRI BUTARYWIDTH'W'IN. (IN.) 18 24 30 36 42 48 63.125 54 ED 24 2010 2m0 2m0 2010 2010 =..0 ".0 200.0 ZOD.0 36 =0 MO 2m0 2010 200.0 2010 182.5 1845 166A 48 2011.0 2m0 =0 =0 1T2.9 155.2 140.6 13&4 12k5 60 2010 200.0 1913 152.1 129.5 113.3 102.4 300.2 90.6 72 174.8 1311 104.9 82.4 24.9 65.6 59.2 58.3 52.5 e4 110.1 816 66.1 55.1 42.2 419 37.3 36.2 33.0 96 73A 55.3 M.3 36.9 316 22.7 25.0 24.6 211 308 518 38.9 311 2L9 22.2 3.4 12.6 12.3 LES QUALIFIED ANCHOR CLIPS o D 0 O O O 0 0 L-CLIP ALUMINUM 6063-T6 "MUST BE USED IN PAIRS NOTE: SEE SHEET 2 FOR SPECIFIC CLIP DIMENSIONS. 1.036" -r-I 0.250" 0.125" 3.289" 22.50 DEGREE MULLION ALUMINUM 6DO5-T5 TABLE NOTES: MULLION t t-w- I-wt ONE-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= W1+W2 2 TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2.3 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU: 1/4" TT W TAPCONS -CONCRETE: 1/4" TTW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 51 INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: 0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. REVISION! / t'ALO Eastern * -V T4 �4SA er _cP':F ' 4,u;1 G RMcmIVED AUG 2 8 2023 I3y; ' _ HVHZ CUPPED ALUMINUM BAY/BOW MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS >NxOXWiIDN Np.]95]B DESIGN PRESSURE LIMITS FOR MULLION: 30 Deg. -ONE-WAY MULLIONS SPAN'L' TRIBUTARYWIDTH'WON. (IN.) 18 24 30 36 42 48 53.125 54 60 24 2000. 2000. 200.0 2810 2010 2010 2010 mo 200.0 36 200D 200.0 =0 200.0 200.0 200.0 2010 =0 200.0 48 2000. 20D.0 200.0 2030. MID =0 200.0 2010 MD SO 2000. =0 MG 175.3 159.1 149.0 144.1 143.5 1416 R 179.3 137.2 112.6 95.9 862 NE9 74.6 74.0 WES 84 112.1 9.4 69.6 59.4 513 47.2 "A 43.6 40.9 96 74.8 55.7 461 39.1 M.2 30.7 2&4 28.0 26.0 108 52.3 39.6 32A 27.1 23.6 2L1 19.4 19.1 17.7 DESIGN PRESSURE UMITS FOR MULLION: 30 Deg. - TWO-WAY MULLIONS SPAN TRIBLMARYWIDTH'W (M.) (IN.) 38 34 30 36 42 48 53.m 54 W 24 200.0 200.0 2010 2000 200.0 20DO 36 0 =0 200.0 =0 197.5 184.S MS.0 48 0 2010 1W.9 155.7 140E L3&4 124.5 60 0 LEM 129.S 10.3 102.4 100.7 90.6 72 q2MOM.00J".3 1 87.4 74.9 69.6 59.2 58.3 515 84 55.1 47.2 41.3 37.3 36.7 33.0 96 3 369 31.6 27.7 25.0 24.6 211 108 25.9 22.2 194 17.6 QUALIFIED ANCHOR CLIPS 0 L-CLIP ALUMINUM 6063-T6 "MUST BE USED IN PAIRS NOTE: SEE SHEET 2 FOR SPECIFIC CLIP DIMENSIONS. 1.040" i I 0.250- 30 DEGREE MULLION ALUMINUM 6005-T5 TABLE NOTES: RECEIVED AUG 2 3 2023 BY: m;4, 4 -10, ONE-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= Wl+W2 2 TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. UNEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS •CMU: 1/4" TLW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G. 0.55. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL NAVE A MIN. EMBEDMENT OF 1-3/4" IS EDGE DISTANCE OF 2-1/2", CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 16 GA. (0.045"THICK) 33 01 YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. REVISIONS F"s�Erv+.wCxxECitm48vBRws �� Eastern TADMIS-- . HVHZ CUPPED ALUMINUM BAY/BOWMUWONS VERTICAL AND HORIZONTAL CONFIGURATIONS OF 5� ui �4 o ate• 3W MULLION w"TIH ou PA-0W4 eases S Of 8 _ N.T.S. . - rviww4Pxaxclxc nimiovw o•x uo»ve sm su.n sxee•mPxO ° °"1E urscwinnox DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. - ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W' (IN.) IN. 18 24 30 36 42 48 53.125 54 60 24 200.0 200.0 200.0 20D.0 200.0 200.0 200.0 2DD.0 200.0 36 200.0 200.0 200.0 20D.0 200.0 200.0 200.0 200.0 200.0 48 200.0 200.0 200.0 20D.0 20D.0 200.0 200.0 200.0 200.0 60 1 200.0 200.0 20D.0 200.0 1 192.2 180.0 1 174.1 173.4 1 171.1 72 200.0 265.8 136.1 117.0 104.2 95.4 90A 89.4 85.5 84 135.4 1 103.1 84.1 71.7 63.2 S7.1 53.2 52.7 49.5 96 90.3 68.5 55.6 47.2 4L3 37.0 34.3 33.8 31.4 108 63.2 47.9 38.7 32.7 28.5 25.5 23.4 23.1 21.3 DESIGN PRESSURE LIMITS FOR MULLION: 45 Deg. -TWO-WAY MULLIONS SPAN'L' TRIBUTARYWIDTH (IN. IN. 18 24 30 36 42 48 53.125 54 1 60 24 200.0 20D.0 200.0 200.0 200.0 20D.0 200.0 2W.0 200.0 36 200.0 20D.0 200.0 200.0 200.0 200.0 187.5 184.5 166.0 48 200.0 20D.0 200.0 200.0 177.9 155.7 140.6 138.4 124.5 60 1 200.0 200.0 199.2 166.0 142.3 124.5 112.5 110.7 99.6 72 200.0 158A 126.7 1 105.6 90.5 79.2 71.6 70.4 63.4 84 133.0 99.8 79.8 1 66.5 57.0 49.9 45.1 44.3 39.9 96 89.1 66.8 53.5 44.6 38.2 33.4 30.2 29.7 26.7 108 62.6 46.9 37.6 31.3 26.8 23.5 2L2 20.9 18.8 QUALIFIED ANCHOR CLIPS 0 0 0 0 0 0 0 0 L-CLIP ALUMINUM 6063 T6 "MUST BE USED IN PAIRS NOTE: SEE SHEET 2 FOR SPECIFIC CLIP DIMENSIONS. 1.072" 0.250" 3.604" 45' 0.125" 45 DEGREE MULLION ALUMINUM 6005-TS TRIBUTARY WIDTH = W1 + W2 2 MULUON l ONE-WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS & CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. S. ANCHOR REQUIREMENTS: • WOOD: #14 WOOD SCREWS • CMU:1/4" ITW TAPCONS • CONCRETE: 1/4" ITW TAPCONS • METAL: 1/4" SELF -DRILLING SCREWS (GRADE 5) 6. INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/2" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G.=0.5S. • HOLLOW CMU ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METAL STRUCTURE. STEEL SHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. REVISIONS C S•• �O * N .7 7 'o SA OF j �T-n O a1OP" ue� sx 19PE Cm. of 110N NO. 2857'e BY DATE DESCRIPTION EASTERN ARCHITECTURAL SYSTEMS W�, Eastern ERNMECNOF EASTERN I.¢TAL SYPPLY FT M IA Ft 33912 E- R MYERi. 1 33912 1d77.i01d190 TITLE HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS 45' MULLION DATE: DRAWN BY: PREPARED BY: 02 OS 13 TJH DMVRNO NO. SSE: BUILDING DROM I iBPE CERTIR6KS.ICATE OF PA-0004 N.T.S. ® AMORIZATIONNO.29578 SHEET: RW.. 6OF8 - OESIGNPRFSSUREUMI15 FOR MUWON:MN -ONE-WAYMUWONS SPAN-V 1RIBUTARYWIDTlW IN. IN. 18 24 30 35 42 48 53.12S 54 W 24 2W.0 1W.0 2W.0 =..0 200.0 xm.O 200.0 2000 2W.0 36 2W.0 2W.0 2W.0 2W.0 2W.0 2W.0 2W.0 zW.o 2W.0 48 2W.0 2030. 20a.0 =..a 2W.0 2(10.0 2W.0 2W.0 2W.0 W =.a 2W.0 2W.0 2W.0 M..0 IKKI4 2W.0 200.0 199.2 R ZLD.O 2W.0 2W.0 1 S 10.4 155.7 1486 14].6 14Z3 84 M.0 183.3 149.5 LOS M3 ML5 94.6 0.6 87.9 % 1W.5 1218 M.9 0.9 ]3A E5.8 W9 60-1 55.9 M8 112.4 85.1 M.9 9.2 W.] 4S.2 416 411 31.9 DESIGN PRESSURE LIMITS FOR MULLION: W Ng. -TWO-WAY MUWONS SPANT TRISLITARYWIDTHW IN, (IN.) 18 24 30 36 42 48 51125 54 W 24 2Wo ZOOo mo 2W.0 200.o 2000 2W.0 o 36 2W0 mo 200.0 2000 20Oo =13 181.5 48 =0 2=0 2Wo =0 172.9 155.7 140.E .5W 2W0 mo 199.2 166.0 1413 nAS 112.5 ]2 2000 2W.0 1660 138.4 1186 103.8 93.8 fl�4124. U84 2W.0 T12.3 141.9 12.2 101.3 B8.] W.1 996 M4 1188 95.0 MZ 67.9 S9.E 53.7 5108 W.2 MA %7 55.6 4]J 4L] 3..] 4 QUALIFIED ANCHOR CLIPS 0 0 0 0 0 0 0 0 L-CLIP ALUMINUM 6063-T6 "MUST BE USED IN PAIRS NOTE: SEE SHEET 2 FOR SPECIFIC CLIP DIMENSIONS. /\r--I 1.073" 3,125" 0.125" 4,986" 90 DEGREE MULLION ALUMINUM 50OS-T5 TRIBUTARYWIDTH= Wl+W2 2 TABLE NOTES: uggml � , ll �l ONE-WAY MULLION DIAGRAMS TWO-WAY MULLION DIAGRAMS SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES. SEE SHEETS 2-3 FOR TYPICAL INSTALLATION METHODS & CUP DETAILS. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ANCHOR REQUIREMENTS: • WOOD: N14 WOOD SCREWS • CMU: 1/4" IT W TAPCONS • CONCRETE: 1/4" NW TAPCONS • METAL 1/4" SELF -DRILLING SCREWS (GRADE 5) INSTALLATION SUBSTRATES: • WOOD ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-112" & EDGE DISTANCE OF 1". WOOD SHALL BE MIN. S.G: 0.55. • HOLLOW CM ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-1/4" & EDGE DISTANCE OF 2-1/2". HOLLOW CM SHALL BE MEDIUM W EIGHT CONFORMING TO ASTM C 90. • CONCRETE ANCHORS SHALL HAVE A MIN. EMBEDMENT OF 1-3/4" & EDGE DISTANCE OF 2-1/2". CONCRETE SHALL BE MIN. 4000 PSI. • METAL ANCHORS SHALL HAVE A MIN. (3) THREADS PENETRATION BEYOND METALSTRUCTURE. STEELSHALL BE MIN. 18 GA. (0.045" THICK) 33 KSI YIELD. ALUMINUM SHALL BE MIN. 1/8" THICK ALUMINUM 6063-T5. RECEIVED BUG 2 3 2023 REVISIONS 11 r�Eastern `"�`"xZ. 4<4re°' wTnx ueluemnr HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS ammixvmon.ixc ipl (��xB e.camriarcoe .amoxiunox xo.vs>e EXAMPLES OF TWO-WAY MULLION ASSEMBLIES 'W1' �r 'W2' _i EXAMPLES OF ONE—WAY MULLION ASSEMBLIES 'W1' 'W2' MULL SPAN'L' 41 MULL SPAN 'L' VERTICAL MULLION MULTIPLE UNIT ASSEMBLY 00 'Wl' 'W2' ol 00 VERTICAL MULLION ooy MULL SPAN'L' NOTES: 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2. IF THE LOADING TYPE CANNOT BE DETERMINED, USE TWO-WAY ASSEMBLY CONFIGURATION VALUES. 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. VERTICAL MULLION HINGED DOOR W/SIDELITE REVISIONS EASTERNARCNITECTURALSYST" I •..•• Eastern, � OF O ALUMINVM AMO VINYL Ta --�� 12 • N .7 HVHZ CLIPPED ALUMINUM BAY/BOW MULLIONS * = * = VERTICAL AND HORIZONTAL CONFIGURATIONS S A OF MULLION ASSEMBLY AND LOAD EXAMPLES i�0, 0 IOP: *• �/� DATE DRAWN Sr. PREPAHEDevn ((� g�\� IFICATE OF DRAWINZNG NOS 13 S TJH r BUILDING DROPS, INC 386 ' D aOS 3JB SHEET.PA-0004 REV. N.T.S. AUTHORIZATION NO, 29578 FIVE DODR��' �zA 2as78 By DATE DESCRIPTION REV 8 OF 8 - I `. • tlation s rA 6CIS Home Ipg in User Registration I Hot Topics Submit surcharge Stats&Facts Publications I Contact Us eCls Site Map I Links I Search b a '� Product Approval pr USER: Public User RECEIVED Proms t ARoraval Menu > Product or A4plicanon 5earch > Agoiicatlan List > Application Detrall AUG 2 3 2023 FL# FL26942-R3 Application Type Revision Code Version 2020 BY: Application Status Approved Comments Archived Product Manufacturer Mr -Glass Doors & Windows Manufacturing, LLC Address/Phone/Email 8051 NW 79th Place Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Ulises Senans ulises@mrglasswindows.com Augusta Arias 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarlas@mrglasswindows.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]alai Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By ]AVAD AHMAD PE, INC. Certificate of Independence Validation Checklist - Hardcopy Received FL26942 R3 COI SS - Certificate of Independence 2021.1& Referenced Standard and Year (of Standard) Standard ASfM 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 12/14/2021 Date Validated 12/14/2021 Date Pending FBC Approval 12/17/2021 Date Approved 02/08/2022 Summary of Products rI FL # Modelr Number or Name Description 26942.1 Series 3000 Aluminum Outswing Large missile impact resistant aluminum outswing entrance Entrance Door door. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL26942 R3 II SS - 3000 OS Door (LMII) - DWG 18-36F 2020 R3 Pff Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Salal Farooq PE # 81223 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: See drawing 18-36F for span vs load combinations and Evaluation Reports installation details. FL26942 R3 AE SS - 3000 Alum OS Door (IMP) - PAE 2020 RI.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850.487,1824 The State of Florida Is an AA/EEO employer. gppright 2007-2013 State of Florida.:: Privacy Statement :: ACCeSSlbillty 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.3395. *Pursuant to section 455.275(i), 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 smalls 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 avallable to the public. To determine if you are a licensee under Chapter 455, RS., please click here . Product Approval Accepts: Credit Card Safe �i AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING, LLC. Manufacturer Address: 8051 NW 79th PLACE, MEDLEY, FL 33166 Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR Maximum Load: +80 PSF, -80 PSF (Large Missile Impact) Installation Drawings # 18-36F FL 26942 Date:12/9/2021 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) Test Description Test Location Test Report Date Test Report # Test Sealed By 10/29/2021 HETI-21-7089 Ram N. Tewari, P.E. Air Infiltration Hurricane Engineering ASTM E283 2/13/2018 HETI-18-6004 Leakage &Testing, Inc Rafael E. Droz-Seda, P.E. 2/13/2018 HETI-18-6011 10/29/2021 HETI-21-7089 Ram N. Tewari, P.E. ASTM E331 OR Water Hurricane Engineering 2/13/2018 HETI-18-6002 ASTM 547 & TAS Penetration & Testing, Inc 2/13/2018 HETI-18-6004 Rafael E. Droz-Seda, P.E. 202 2/13/2018 HETI-18-6011 10/29/2021 HETI-21-7089 Ram N. Tewari, P.E. 10/19/2021 HETI-21-7086 ASTM E330 Uniform Static Air Hurricane Engineering 2/13/2018 HETI-18-6001 & TAS 202 Press. & Testing, Inc 2/13/2018 HETI-18-6002 Rafael E. Droz-Seda, P.E. 2/13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 10/29/2021 HETI-21-7089 Ram N. Tewari, P.E. 10/19/2021 HETI-21-7086 Forced Entry Hurricane Engineering 2/13/2018 HETI-18-6001 ASTM 1304 Test &Testing, Inc 2/13/2018 HETI-18-6002 Rafael E. Droz-Seda, P.E. 2/13/2018 HETI-18-6004 2/13/2018 HETI-18-6011 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 www.afceng.com ( alfarooq@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) Test Description Test Location Test Report Date Test Report# Test Sealed By 10/29/2021 HETI-21-7089 FBC 1626.2 10/19/2021 HETI-21-7086 Ram N. Tewari, P.E. (TAS 201 & 203) Large Missile Hurricane Engineering 2/13/2018 HETI-18-6003 ASTM E1886 & Impact & Cyclic & Testing, Inc E1996 2/13/2018 HETI-18-6005 Rafael E. Droz-Seda, P.E. 2/13/2018 HETI-18-6012 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: 11111" �y FA/?p ' No. R72 :�o••.. sT f �w: Ear. ,7DNAL InnnO` Jalal Farooq PE # 81223 AI-Farooq Corporation EB # 3538 Sealed: 1211312021 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 www.afceng.com ( alfarooq@afceng.com fix �z N g-tg1 mnz K an nzog 8H goN no c 6 Nn z N - m ,^ pi o3A�n� nma i 6 zo "A cc '�'vai =a Nm v v x o A 4 p, Snmo m8G N ;mozl o_z� N m mF Ri 0z z 5 Wmm mfmA PH 3 go �A @ z m 2' -Z n J- F_a oR a"N a v x Ap �- .N AC z N LZ2 DC m S <il p OA Z�m nO�Art mA y0- OA mS O Or>O R. m tROA pOv O i>n Z>C m y, ,0., Ga]N $O yZ m00 AA.N N_. A R %oz ; m v, yN 9Zy, ^m m I, EO` N `i NO Fl O m N Oym n 2 .lO1nD 00 D m u m a m ga z n c nNa nHn oco a n m 54 in 0 9NN z �� (1mI�a 6� ZOm paA p '9 m0 OnK 2 N N m �F oF, z N mno'az o� oz i a ion per$ F ov C1^ z mm aKo � o � N Iq 3/4' MIN. TT, 3/4' MIN. TP. Gl S 811E GU S ROE EXMRK)R _ EMRIOR _ zH g AMR! moa 3/4' MIN. TP. $ R m Xrm CUSS BILE ime ao EMERIOR 2 ;2'H : BAN y \ It s° ` =K I a �aaAo6.b ° .yam' 3 0' o. „i_K m. d p z �''.P =_ qk� -ZD'31yi 1} ym2 i1 �N 2 �i i _ Y is O1 fln 0. ' ID u 5v NNN ame: m-s0-.a revisions: SERIES 3000 ALUMINUM OUTSWING DOOR (L.M.L) AL-FAROOQ CORPORATION O m 3 n0 010.1 e es<n ,on awN: 3/e• f' :]0 YVMI[0 f05010 I9C MR-CV65 DOOR$ $ WINDOWS MANURAONRING, ILC ENGINEERS& RROOULT'M 220 PMEM a 11 $t }1 NM rtBR ILGa MIAMI. MORID 331IVE, aUIIE YYO a.. h' rulo 6051 N.W. 791h PlOce MlL(30 E)2o i Sava G. w � Tca.x. 33Ja) ° m � Medley, FL. JS166 IE�rs0s12e4aaao ERX ryas>2s2as>•a O -7 a aa. 6! Tel.. (305) 764-3963 Poe. (305) 470-9265 - - — - MMP-ML W1J-118EC0 40 1/3' DOOR FRAME WIDTH 38" MAX. DOOR OPNO WIDTH 13 1/2' S 3 I/Z' MAX. MAX. HFM HEAD/SILL A SILL CORNERS I / I / E i / I m� \u I \ � _==o f IC�C- \ I \ ACTIVE C SURFACE APPUEO FALSE MUKINSOR 28 1/4Q m� DECORATIVE ATNE G GRILL MAY DE USED D.L OPG. 3B 9/I8' LEAF MOTH )8 1/4' DOOR FRAME WIDTH 7V MAX. DOOR OPNG. WIDTH HEAD k SILL ANCHORS AT STILE h MULUON ENDS 14) AT 3' O.C. 13 3 H, I � TYPICAL ELEVATION ( X ) TYPICAL ELEVATION ( XX ) rGLASS TYPES 'A' & 'Al' MAXIMUM DESIGN LOAD RATING a + 80.0 PSF (EAR sm snowN am OR SMAuFR) 80.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTI E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 NOTE: EGRESS REOUIREMENTS TO BE REVIEWED an BUILDING OFFICIAL. Z m� GI -ASS O.L.O. FORMULAE: �o O.L.O. WIDTH =FRAME WIDTH - 12438' (X DOORS) = (FRAME WIDTH - 22.0')/2 (XX MORS) D.L.O. HEIGHT = FRAME HEIGHT - 11.50' FL #26942 Sealed: 12/912021 z y n Sry as S_'! 0 miC H` O IiN� � Oim °oata�. LL S o02 sI awm€eL Oj g i 3 � c o 'z dam nm � mna o g o O 3 U- � � JTp _ 7 V C, L j 4TEi Mo I 8FATEOF Nj; d Mwing no. .S �!tomo4``CI 18-36F 3 1/2" MAX. HEAD/SILL CORNERS 4a" DOOR FRAME WIDTH 45 1/2" MAX. DOOR OPNG. WIDTH 3. 13 1/2" MAX. HEAD A saL i I I . / / , 1 I I I 1 / / TZ �__=____ 1 I _____ _____ II 1 � \ 11 11 I I n \ 11 \11 11 \ I II \ 1 11 II \ 1 11 \ 11 I ACTIVE C SURFACE APPLIED pp FALSE MUNTINS ORJ DECORATIVE GRILL 35 3/ a" a z c MAY BE USED D.L. OPG. n ci 46 1/16" LEAF WIDTH TYPICAL ELEVATION (x) GLASS TYPE 'B' MAXIMUM DESIGN LOAD RATING a + 65.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 70.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. GLASS D.L.O. FORMULAE: D.L.O. WIDTH = FRAME WIDTH - 12.438" io c e D.L.O. HEIGHT FRAME HEIGHT - 11.50" Sealed: 12/9/2021 I � � �• 0 • STATE OF AzORIOA.•' FL #26942 f111111j1 N o N � o° w v u drawing no. 18-36F sheet 2.1of 10 mz>tDDO � A O N 0 (n D O O C) j OLOZ2; ma�� 00 r H m S O C O rA m 2 o Z c 2 0000 fn S2 n �, N y _ y m ((.n W m O N 10 m m rn v mzn> c� z �. rvr Nm A II v � � rn � 2 _Q I A l t.d LP O a m�c vom•1 98' MAX. �fn � m z (� W x c 09 N r+t r= o m z\ OrMq m (n Nr N N z W v v m W r \ rn 3 1/2' MAX. 12• JAMB MAX. CORNERS JAMBS "zj r tv rn ca N `1111111111,11/ CL A (�l O I1111110j111 a aet.: os-2o-te revisions: SERIES 3000 ALUMINUM OUTSWING DOOR (LM.1.) AL-FAROOQ CORPORATION a F ho a e escrt ion ENGINEERS & PRODUCT DEVELOPMENT w s(ae: t/2'•t -o• MR GLASS DOORS k WINDOWS Fl1WljFACTURkHG� LLC X. 9360 SUNSET DRIVE. SUITE 220 � e. �. TAltlo 8051 N.W. 79th Place MIAMI. FLORIDA 33173 (C.A.N. 3538) C -O• Medley. FL. 33166 TEL (305) 204-6100 FAX (305) 262-6978 0 . chk by Tel. (305) 764-3963 Fax. (305) 470-8285 COMP-ANL\W17-118EC0 W W W N .O a. O � W W W .D Ol O A W N N 10 O. O � A W G N N •O QI O ♦ A G W W N N ap Ol O A n�� m = O C at m m o i N zQ�v oz gs m m 0 0 a m 0 0 m m m ao v m v w m m .i m o m a 0 0 m� o O z sn r•� •'a m O O C G C O C C 4 O O C O 4 O C C C 4 v y m m m m m v m A m m 0 0 a� 0� � I O v C C C O C C O O C G O O G C A O 4 G O O G C O A C G O O C C O O 0 0 0 C. C O C G 1 �j M (Il •may FRAME HEIGHT es 1/z' Max. D.L. OPG. L II II 11 II 11 II It II li II � II 11 II 11 II 11 II W I< f00000 FmAAAm �ANNO" n000 m ymtnm{{yy�J +� ? MID m An= £ J KNKOp NN yA�mm Ny = pmm nI V'U-NiI {a�v Om a� 0 C> s$z Om Zp m Om E A y mC fH SB' HEIG iRAME HEIGH! n g 86 1/2- MA(+ y : BFPO B.L.gF ___ m _JL �TI __ n r�" �' £ I o N n Fg � m � RR 8 'F JEF S S y m �m 4 im �I 11 I I' 'I W II II N N d\Ud I�lyrrA t \ it i iZ3 N 3 1/2' MAX. %(ATEiW. • N JAMB. i �V_`"np•••• CORNERS JWA65 Amm- aT_zo-le revfslOns: SERIES 3111 ALUMINUM OUISWINO 000R (LM.I.) AL-FAROOQ CORPORATION Ip ' escrl Ion _ Illy-� ENGINEERS 6 PROOUCf OEVELOPMEN! MR-G1A55 DOOR$ &WINDOWS MWUfACNRPlG, LLC 9360 SUNSET DRNE, SUITE 220 > (.J 8051 N.W. 79th Place MIAMI, RORIDA 33173 (Op,ry, 95J8 Lr. bY: I i-- C ° 01 — Medley, 7L. 33166 TEL (aoe)ze4eloD rAX. poll zszaw 764-3963 Fm. (]OS) 4]0-8285 LOMP-ANL\W1]-118EC0 uo oga SSSS m a Smo b �3 � y_(yNN�i,i ry£S a S S S$ S S S S$ S$ S$ S $$$ S S S o b e O b b , R _L -7 11 � Ili i I ' PROPERLY SECURED TYPICAL ANCHORS 28Y WOOD BUCK 1BY MOOD BUCK SEE ELEVATIONS � 5/8" MEN. TYPICAL ANCHORS EDGE DIST. OR FOR SPACING m IL CL THROW BOLT EDGE OtST. SEE ELEVATIONS WOOD STRUCTURE .- PENETRATION FOR SPACING , . SEE NOTE SHEET t MEAL b EDGE D EDGE DIST. STRUCTURE f„Lu L zn �gS a �� W a 0 ul, 0 j vl 4� rn to rn a w ul LL o Q 1 ^y ^N ^N ^N �o � 9 23 2 TYPICAL ANCHORS TYPICAL ANCHORS � � > 0 C SEE ELEVATIONS SEE ELEVATIONS 0 a O •1 FOR SPACING FOR SPACING r--_ -- _- _-------- �� 0 q+f jt F.B.C.APPROVED-------- li f% N A O n B I CLIPPED MULLION I Q z-HI n tI SEE SEPARATE PROVAL II m W o 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY 'MR -GLASS' i� I �i J m a MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER IL-------- ' ----- �; a z m g THEM TO THE BUILDING STRUCTURE. U POURED HARDE NEE HIGH S GTH GROt Yc - PSI MIN. NOT BY -GLASS SFER SHEI LOADS TO STRUCTURELOAD I INGWt[MUST (SOLID S Ms OPTIONAL 0 GROUT) • • a a • b .- ' a TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING co m 1/4" DIA ULTRACON+ BY 'DEWALT' (Fu-164 KSI. Fy-148 KSI) TYPICAL ANCHORS p n SEE ELEVATIONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACING c c� a 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS o 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) � v 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) z Z ° Fmao DIRECTLY INTO CONCRETE OR BLOCKS MIN. EMBED INTO CONCRETE 'its t° H 01 n 2" (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) o 0 3tJr, 1/4" DIA, TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONSOR w o: �Nvv v7 INTO METAL STRUCTURES (HEAD/JAMBS) 00 (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) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. c ° INTO WOOD STRUCTURE = 1 " MIN. c INTO METAL STRUCTURE = 3/4" MIN. a WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS t'm - 2000 PSI MIN. DOOR DETAILS o 0 N Sealed: 12/9/2021 ..�„� p, o PEEPHOLES: ;I, �1�'�' �cs ''•� o ; Q W1 = 1/4" X 2" LONG WEEP SLOTS AT No. 23 B 8" AND 31 " FROM EACH END _ n` ; W2 = 1/4" X 2" LONG WEEP SLOTS AT 5" AND 31" FROM EACH END �•� 9 b 1�0'. STATE OF �•�/ drawing no. 18 — 3 6 F FL #26942 03011-LIM\lNtl-dRW _ _J GBLO-OLY (SOS) 'ro3 [96C-994 (q.0 '., JJJ B L69LBZ (SOE)'Xtl3 OOSBtBL 1SOEI l31 (urge 'N'Y)) ELTEE t101t101d 'IWtlIW OLL Mines NINO l3ENnE UBEG yN3Wd.13.0 YnOOtld R Stl33NION3 NOIJ.V'BOdHOO bOOHVd-lV 99LEC 'lj 'RB1n2vf d30Id 4)[L. 'M'N L909 an '9N1Nf L3vAnNm SmNNNVA V S8000 SMO-UP (l'N'l) 8000 ONimSlno WnNMnIV 000C S3la3s O • '19 • 3O0 O G N pI a aievi ua ':o F w REC IVE AUG 2 3 2023 BY: TYPICAL ANCHORS SEE EIEVATIOWS EUGE IST. 2 o� I O 19 C POUREI HIGH 5 C. - NOT EN MUST l LOADS LOAD E (SOLD OPTION ♦ EDGE OISi. 1TPICN. ELEVATIONS S SEE EI£VATION$ FOR SPACING . "PROPERLY SECURED EDGE DIST. IRO' WOODPROPERLY BUCK w \ _ 11PMAL ANCHORS SFE QkYAT10N$ FOfl SPACING TYPH k HARDENED RENGTH GROUT 000 PSI MIN. MR -GLASS "SFER SHEAR 0 STRUCTURE :WING SHINS L TO GROUT) 1 GRY w00D eNGN OR WOOD STRUCTURE SEE NOTE SHEET I Ufa i n r) WOOD DUCK MAX. UM SNIM TYPICL ANCHORS S SEE ELEV. FOR SPAGNG T` C Sealed: 1 FL ram^ ZVED AuG $ a 2023 m n 0H QWE 2g a i ^ O'Tg °u jI ED.C. APPROVED s II CUPPED MULLION II o Ij SEE SEPARATE MPROVAL jl N IU i------------' D W y Q p ¢ ¢ z �n LL i Of 91 TYPICAL ANCHORS Q Z. m F SEE ELEVATIONS FOR SPACING o 0 Sg to CO C, a �coT�o i W f r SIDELITE DETAILS o ji5 STATE OF /C tlmwing n� F(ORIOP,=�� 18-36F OVAL EA♦��\ Ill l l l l l l T sheet 7 Mf 10 LOCKS: 3 POINT LOCK ASSEMBLY DL01-6065 BY 'INTERLOCK USA INC.' (1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. BOLTS WITH 5/8' THROW (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2' 01A. BOLTS WITH 5/8` THROW AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM SURFACE MOUNT METALLIC HANDLES AT 42-1/2' FROM BOTTOM FASTENED TO ACTIVE AND INACTIVE LEAF LOCK STILES WITH (2) 1/4-20 X 1-13/16" CONE HEAD MS (4) 1/4-20 X 5/16' SET SCREWS OPTION 42: ACTIVE LEAF SURFACE BOLTS BY 'SULLIVAN do 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 INACTIVE LEAF 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 #8 X 3/4" FH SMS (2) PER BOLT HINGES: 7-1/2" LONG ALUMINUM BUTT HINGES F107 BY 'SULLIVAN k ASSOC.- (3) FOR DOORS UPTO 98" HEIGHTS (5) FOR DOORS ABOVE 98" HEIGHTS TOP AND BOTTOM HINGES AT 8" FROM ENDS INTERMEDIATE HINGES EQUALLY SPACED 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 OPTION A2 4" X 4-1/2" ST. STEEL BALL BEARING HINGES BY 'REGENT/IDH' (3) FOR DOORS UPTO 98" HEIGHTS (5) FOR DOORS ABOVE 98" HEIGHTS TOP AND BOTTOM HINGES AT 6-5/8" FROM ENDS INTERMEDIATE HINGES EQUALLY SPACED FASTENED TO FRAME WITH (4) #12 X 1/2- FH SELF DRILLING SCREWS FASTENED TO LEAF WITH (4) #12 X 1/2" FH SELF DRILLING SCREWS ITEM 0 PART 11 REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E3008 AS REQD. DOOR FRAME HEAD/SILL 6053-T6 - 2 E1018 AS REQD. FRAME COVER 6063-T6 - 3 E3006 AS REQD. DOOR FRAME JAMB 6063-T6 - 4 E3011 AS REQD. SIDELITE TOP do BOTTOM FRAME 6063-76 - 5 E3007 AS REQD. SIDELITE JAMB FEMALE 6063-76 - 6 E3009 AS REQD. SIDELITE JAMB MALE 6063-T6 - 7 E3010 AS REQD. SIDELITE SUP ON JAMB 6063-T6 - B E3001 AS REQD. LEAF TOP do BOTTOM RAIL 6063-T6 - 8A E3020 AS REOD. HIGH BOTTOM RAIL 6063-76 - 9 E3005 AS REQD. LEAF W'STRIP ADAPTER 6063-76 - 10 E3002 AS REQD. HINGE STILE 6063-76 - 11 E3003 AS REQD. LOCK STILE 6063-T6 - 12 E3004 AS REQD. ASTRAGAL STILE 6063-T6 - 13 E3014 AS REQD. SNAP COVER 6063-75 - 14 E3013 1 SIDELITE MULLION REINFORCING 6063-T6 - 15 E3015 AS REQD. SHEAR BLOCK 6063-T6 3" LONG 15A E3019 AS REQD. SHEAR BLOCK 6063-T6 3" LONG 16 E3016 AS REQD. SHEAR BLOCK NUT 6063-T6 3" LONG 16A E3016 2/ HINGE HINGE BACK-UP PLATE 6063-T6 B-1/2' LONG O FRAME, 4-3/4' LONG O LEAF 17 E9001 AS REQD. GLAZING BEAD (LAM. CLASS) 6063-T6 - 17A E9002 AS REQD. GLAZING BEAD (INSUL LAM. CLASS) 6063-T6 - 18 E3012 AS REQD. INTERMEDIATE HORIZONTAL 6063-T6 - 19 G30-01 AS REQD. INTERIOR GLAZING SPACER SANTOPRENE DUROMETER 70t5 SHORE A 20 GIO-04 AS REQD. EXTERIOR GLAZING GASKET SANTOPRENE DUROMETER 70*5 SHORE A 21 G30-02 AS REQD. DOUBLE FIN AIR SEAL W' STRIPPING SANTOPRENE DUROMETER 70*5 SHORE A 22 W71325NK AS REQD. PILE W STRIPPING WOOL ULTRAFAB 23 GIO-05 AS REQD. BULB WSTRIPPING SANTOPRENE EPOM 24 - 2/ LITE SETTING BLOCK, 1/8" X 1" X 4" LONG EPDM AT 6' FROM EACH ENO. DUROMETER 80*5 26 #12 X 1-1/2" AS REQD. FRAME ASSEMBLY SCREWS ST. STEEL HWH SMS 27 3/8 X 1" AS REQD. SHEAR BLOCK FASTENERS ST. STEEL HEX SOCKET HEAD SCREWS 28 1 #12 X 1-1/2` 1 AS REQD. ISHEAR BLOCK FASTENERS ST. STEEL HWH SMS QpTION #3: SEALANTS: CONTINUOUS ALUMINUM GEARED HINGE FM-SLF BY 'PEMKO' FASTENED TO FRAME AND LEAF WITH ALL JOINTS AND FRAME CONNECTIONS SEALED WITH (22) 012 X 1/2` FH SELF DRILLING SCREWS WHITE/ALUMINUM COLORED SILICONE. �v W i 0 n_ 0 1- q � 3 Z °j N w (4m 0 w- j a U N a�N mop U. O Gh0 V p Li A aMcc Ci O d0� o 43 yy0 t Q iV 7 4 rn lLz_N 'o J a (D Q6OMfW. cj \' _z o Ock: o o � ^ EEC 0 0 0 z � n o 0 z 0 z n. co to to Q �in g �� M Z w N =�� Sealed:12/9/2021 H 0 ._ .,'�CENS No. 23 Q•STATE OF ' &Aj -.'''• •G��,` drowing no. .A?o�cor�.: ?ONAL 18-36F sheet 8 01 10 %%�`�� FL #26942''�JI I.e]oy zotz� oao _�P. 1.589 812 n5 f.o0o !� DOOR FRAME HEAD/SILL SSIIDEUTE TOP & BOTTOM FRAME SNAP COVER DOOR FRAME JAMB -y .855� .2 I.5'!6 241 186 060 .950 1.0]3 Y6� 1.29] .95L_ J73 J— .OSSJ B .69> 1.9D .538-i .03 --II l—I.I.606+1� I LB 60B n GLAZING EAD aut9 D �] INSUI_ t .GING cuss n FRAME COVER 15 SHEAR BLOCK 1u SHEAR BLOCK 1 LEAF TOP/BOTTOM RAIL ]50 1.513 3.800 m HINGE STILE R 5.59�81 I 2 2.241 .080 ttP. tt LOCK STILE to M. ASTRAGAL STILE 117%3 1 SIDELITE JAMB FEMALE 080 WP' e I1-T LEAF WSTRIP ADAPTER INTERMEDIATE HORIZONTAL 1.63� SHEAR BLOCK NUT HINGE BACK-UP PLATE SIDELITE JAMB MALE A HIGH BOTTOM RAIL A80 M. 4.020 1 SIDELITE JAMB COVER .480 25 1.780 3.605 J 1.151 SIDELITE REINFORCING 16] Z O n f w � C 'o 0w0� O G'wF O o_m a�� oa�o oao �Qiwo !LLim_ j Bm¢ �QwmF J o � o LL z O 3 y f � o dam i �? w � n a ems: I I� Sealed: 12/9/2021 - \\\III IIIIIII 00 ��9P!!..VDFN •.•. 'n� NP. 8128 �_ \ y \ L \. \ \ �O 0 0 77 40 m r \ � b \ fO \ ''''3j31111 �111\1\\\ Eel•o os-zo-m ae4W 09: SERIES 3000 ALUMINUM OUTSW Kaa 3A e I no a ROOQ CORPORATION e a U55 DOORS A WINDOWS MANIffACNRINO, LLC ENDRIEE &PRODUCFDE LOPMENT MR -CLASS O R—N.W. ]StN PIDCC UJBOSUe5E DRNESURER20 f MIAMI. F40RIDA 33173 TCJ.N. 8588) i•• W Medley, FL. 33166 TEL 1305126s 100 FAX(305)262,e9TB ,•r Tel. (305) 764-3963 Fay. (305) 470 BIBS '— COMP—ANL\WI]-118EC0 7/16/2021 Florida Building Code Online FLORIDA . MINT Or N Business & Professional Regulation EMS Home I WE In I user Registration I Hot Topics I submit surcharge I State &Factss I Publications I Contact Us I aCI55ite Map I Links I Search Product Approval aoprs � USER: Public User Product Apa,tval Menu > Prouuc[ or Application Search > Application List > Application Detail FL # FL29676-RI Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Mr -Glass Doors & Windows Manufacturing, LLC Address/Phone/Email 8051 NW 79th Place Medley, FL 33166 (305)470-8284 ullses@mrglasswindows.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Ulises Senaris ulises@mrglasswincJows.com Augusta Arias 8120 NW 84th St Medley, FL 33166 (305)470-8284 aarlas@mrglasswindows.com Category Windows Subcategory Casement RECEIVEID BY: A4 2 3 2023 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the ]alai Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By JAVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of independence FL29676 R1 COI SS - 600 Casement (LMI) - CI 2020 pr/Zff Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2013 ASTM E1996 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By https://floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvADgsJw M3n%2b4Th2dvgxOhsPeA58oSHPVt2OgzT3pceaAG5Q%3d%n3d 1/2 7/16/2021 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/18/2020 Date Approved 10/13/2020 Summary of Products FL # Model, Number or Name Description ?9676.1 Series 600 Aluminum Casement Large missile impact resistant aluminum outswing casement Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29676 RI II SS - 600 CASEMENT (LMII DWG 19-28F .(2 (LI& Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: ]alai Farooq PE 81223 Design Pressure: +80/-300 Created by Independent Third Party: Yes Other: See installation drawing 19-28F for span vs. load Evaluation Reports cnmbination and installation details. FL29676 R3 AE SS - 600 CASEMENT (LMI) PAE 2020.pd[ Created by Independent Third Party: Yes FB.Ikl Nert Contact Us :: 2601 elalr Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida Is an AA/EEO employer. 5[ udaht 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 a -mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the of lde by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pumuant to section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, P.S. must provide Me 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. I/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, fi5., please click here . Product tAApproval Accepts: "M t-I O"® Credit Card Safe https://floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgsJw M3n%2b4Th2dvgxOhsPeA58oSHPVt2OgzT3pceaAG5Q%3d%3d 212 ii RECEIVED AL-FAROOQ CORPORATION BY: CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 - METHOD 1 OPTION D FL 29676 Detailed Product Description: Date: 08/11/2020 Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING, LLC Manufacturer Address: 8051 N.W. 79TH PLACE. MEDLEY, FL 33166 Model Name: SERIES 600 ALUMINUM CASEMENT WINDOW Maximum Load:+80 PSF.-100 PSF (Large Missile Imoactl Installation Drawings # 19-28F AUG 2 3 2023 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/i.5.2/NAFS/TAS-202) Test Description Test Location Test Report Date Test Report # Test Sealed By 3/19/2019 HELTI-18-6079 ASTM E283 Air Infiltration Hurricane Engineering & 3/19/2019 HELTI-18-6082 Rafael Droz-Seda, PE Leakage Testing Inc. 3/19/2019 HELTI-19-7004 ASTM E331 OR 3/19/2019 HELTI-18-6079 ASTM E547 & Water Hurricane Engineering & 3/19/2019 HELTI-18-6082 Rafael Droz-Seda, PE Penetration Testing Inc. TAS 202 3/19/2019 HELTI-19-7004 3/19/2019 HELTI-18-6079 3/19/2019 HELTI-18-6082 ASTM E330 &TAS Uniform Static Air Hurricane Engineering & 3/19/2019 HELTI-19-7004 Rafael Droz-Seda, PE 202 Press. Testing Inc. 3/19/2019 HELTI-19-7008 3/19/2019 HELTI-19-7011 ASTM F588 or Forced Entry Test Hurricane Engineering & 3/19/2019 HELTI-18-6079 Rafael Droz-Seda, PE AAMA 1302.5 Testing Inc. 3/19/2019 HELTI-18-6082 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) Test Description Test Location Test Report bate Test Report# Test Sealed By 3/19/2019 HELTI-18-6080 3/19/2019 HELTI-18-6081 3/19/2019 HELTI-19-7005 FBC 1626.2 1/19/2019 HELTI-19-7009 (TAS 201 & 203) Large Missile Hurricane Engineering 3/19/2019 HELTI-19-7010 ASTM Rafael Droz-Seda, PE E1886/1996 Impact & Cyclic & Testing Inc. 3/19/2019 HELTI-19-7012 ANSI Z97.1 3/19/2019 HELTI-19-7015 3/19/2019 HELTI-19-7016 4/29/2020 HELTI-20-8050 6/29/2020 HELTI-20-8071 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: +" +"11""I" &0 's N. = =p0 '. s7r€6F ?oaoE: �'%SS/ONA<; Jalal Farooq PE#81223 AI-Farooq Corporation EB # 3538 Sealed:8/12/2020 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.81001 F: 305.262.6978 1 w .afceng.com I alfarooq@afceng.com 38 9/16" WINDOW WIDTH 30 T/16' O.L.O. N AD SILL 6' MAX. SPACING HEAD/SILL A EE NOTE CORNERS J BELOW II / 11 / ii a e / II t==- ST SERIES 600 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 6. APPROVAL APPLIES TO SINGLE, DOUBLE OR TRIPLE WINDOWS IN ANY COMBINATION OF OPERATING OR FIXED UNITS USING INTEGRAL IMPOST IN BETWEEN. ALSO TOP & BOTTOM COMBINATIONS OF FIXED/OPERATING OR OPERATING/FIXED IN SINGLE, DOUBLE AND TRIPLE UNIT COMBINATIONS USING INTEGRAL IMPOST IN BETWEEN. ALSO SIDE BY SIDE OR TOP AND BOTTOM COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING ABC APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 96 5/16" WINDOW WIDTH 30 7/16- IMPOST ANCHORS SEE SHEET 6 OR ITY ET HEAD SILL HEADSIEELOWE A.ILO. PCAPI BSPACING CORNERS TI / \ _II TO 6 OF IC } / \ II / J INT LOCK LOCKING POINTS 37" ' SEE CHART OPEP, VENT WIDTH NO, OF WOW. HEIGHT KEEPERS ( XX ) LESS AT SASH 26' 2 38-3 8' 3 50-5 8" a J6' 5 TYPICAL ELEVATIONS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIOA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). TRY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST Of DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANURE 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, TRAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA FLED, CODE & ADOPTED STANDARDS THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. USE 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTUREWS 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 I709.9.2. a —____,. 33 9/15" WINDOW WIDTH M J/16" D.LO. H AD SILL q" MAX SPACING El BELOW HEMSILL CORNERS I9 I II u IS ISSA ED _]F _ 3 IN _ II II II _ II II __ G II II g EASE MUNTINS 37'� mp (SURFACE APPLIED) FIX. VENT WIDTH is MAY BE USED AA ( U ) ANCHORSPACNG. 14 O.C. MAX. FOR LOADS UPTO 80 PSF 11' CC. MAX. FOR LOADS ABOVE 80 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FIXED WINDOW (0) COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. FL #29676 Sealed 8-17-2020 "11t 11 NCI IITTJ .NTRnnOR TO RE FESPONSELL NOR THE SELSCIRO�u, PUR CHLE= FS pp F@q A INSTALLATION O -HIS P OOVCT III n DHOTI EVN LnTioN .`M�Te'.... ;yTP2 lA..EB NEJSHE DECoR NO- NEONATE FEOU THIS ADNOITHS, THIS PRODUCT uALLA AS' ORTAI wu. BE lDllC Am E--C R PLTERE9 CRY ANY M. � FOR M .11T MH. NuvnI BE PEEP .1 TBNcwT RE F[RR�OISTE MMFl! AP I �T / E CTINC ASwA DIISA 'RcNEN TO HES P 0. uHNt[R SHALL sueull TO TH5 TTEE E EDO EETAENOS F.1 La ENFS �'E RED SHALL FECAL AM MMP E PFESSIONAL �GINEER OTT RECORD THATARE ORIFPRCPADED OT SCNnTOFE RECEIVED m 0 ILE n ma� 0 HIT va�-m aic^' Oao$ C 0IzE LL zN= 6 W P F AUG 2 3 2023 lfl R/I6' ]6 5/16" WINDOW WIDTH BE 3/I6- D.LO. HEAD 9LL SPACING TRANSOM ANCHORS 4 ° HEAD/SILL F EE NO S E__ SEE SHFEf 10 FOR CAPACITY CORNERS I I 1 \¢o N 9 J > to II/ \ C A'I E I \ B / B \ / I \ u u IE MDNTINS 37� If Y - E APPDm) OPER. VENT WIDTHt ` I }O BE ufim L IMMST ANCHORS SEE SHEET 6 FOR WACRY ( 0/XX ) 38 9/16- WINDOW WIDTH 30 ]/16- D.LO. HEAD 911 4- MM. SPACING EE NOTE 9 Sam HEAD/SILL CORNERS n u h H 9 / 3 �o H 9 II II I II II u u D II I g 3i o � u= 33 IN � w 3 III �3LL `n HZ _ ¢ N E MUHTINS FIX.., WIDTH m (SURFACIACE APPUm) ANY BE USED o n 1 ( 0/0 ) ANCHOR SPALIND 14' O.C. MM. FOR LOADS UPTO SO PSF 11' O.C. MM. FOR LOADS ABOVE 60 PSF RECEIVED AUG 9 8 ?ova Sealed E-1 FL #29676 N°. 81223 v+.h` UU S fi 4 ° `G,, 19-28F 13y; .Ij y; ib' 76 5/I6' Ila/m WwOOW WIDTH 30 J/ib" IMPOST ANCHORS rr SEE SHEET 6 'j q m D.LO. FOR CAPACRT ee 33 4 05 i R TYP. SPACING a y AA R. HFAD/SILL i EE NOTE s u CdiNFAS > % . �g BELOW 01 0 w Iu dine OCHm V 'n WN 060y0 0�W6� p N0 G ?� 3 �2Op mars zo al�af e s ' m d ti FALSE MUMINS 37' I` - �m FALSE MUNPNS 3)' I\ �m:1 t, (SURFACE I, ,C) oPEA. VEAL) WIDTH jI ¢ (SURFACE APPLIED) OPFR. VENT WIDTH m h n ANY 0E USED 0 WY BE USED ( XO ) SHOWN ( XXX ) SHOwN o 3 4 (OX) (XXO) z w �.R (00) ( OXX) Iou ( X00) ANCHnR SPACING. ( OOX ) 14' O.C. MAX. MR LOADS UPTO a0 PSF ( 000 ) II" O.C. IND. FOR LOPS ABOVE 60 PSF ( OXO ) TYPICAL ELEVATIONS \`Yt\\III FA p"'' m o y.... ...... N0. 31223 % S Seated 8-11-2020 aT • 41Z araa g no .6�� 19-28F �CEI FL #29676'rsIIIIAIpp``�� Lsneet 3 o17q NO I I / II / R 9 �I K � J N II o \ I I \ n \I II \ I J \ 9 wlNDow WDTH IMPOSi ANCHORS [-SEE SHEET b O.LO. FOR GPACm XFM SILL 4' SPPLINGy EE AUG 2 3 2023 �i1 _ 87" A WINDOW HEIGHT 00 n n y 61 13/16" 22 7/8" r+� (rnm 001 rn G rr cmT nD a y 0 N o— in zz 0 � I 1 i I � 1 1 D 0000000 XOOOxXO ['� olv J r •. to OOX OXOX o� jI- O Z r z bl En mm DNx rn Ut zoo n n �°'o EA 4" MAX. � JAMB 1 JAMB SPACING 4" ~� CORNERS SEE NOTE TMP• BELOW � m nui0 mm �On 2 O A m fD rCL 90 tv � o � IJ C1� ,��11111IIrrrr�, s a date: oa-ts-ts revisions: SERIES 600 ALUMINUM CASEMENT WINDOW (L.M.I.)AL-FAROOQ CORPORATION a CQ £ no a e description ENGINEERS &PRODUCT DEVELOPMENT stole: y�2•=1'-0• MR —GLASS DOORS & WINDOWS MANUFACTURING, LLC 59360 SUNSET DRIVE, SUITE 220 N 8051 N.W. 79th Place MIAMI, FLORIDA 33173 (C.A.N. 3538) /•s ° CO � ar. �: 1ARiQ Medley, FL. 33166 TIM. (305) 264.6100 FAX. (305) 262.8978 ~•r ,p ° anl< by: Tel. (305) 764-3963 Fox. (305) 470-8285 COMP—ANL 19-28F—MG OPER. VENT HEIGHT FIX. VENT HT. 55 1/4" 16 5/16" D.L. OPG. �o x D.L. OPG. 0o n b �- :AQ snot s s and b Uol'b hays AJlltlwul4q 9L96Z# 'Id !8Z-6m61 ]A ou mp m 3y 4 0 : �.�% OZOZ-ltIl Piles$ 3 e -Ail. CUM M oM 9BN3ll�: •:A�`� rypinlllillP d 9'99CL ASd 0'09 (bmosjSd dSd 0'09 +ONI1tl8 ao 3ro9tl NMaHs s3zls aw) OtlOI N01530 Wl1WIXtlW - N011tl/13S l3 V� O/X OYJN SYiN803 TIM (MIN sa3NlIm ll1E/9V3H %YYIT..I__E--/WH EAU / O 2 im I' S6N3 /\(6 II F sa 3 hwwlli ltll II rvp$NvILL z saoHoxa (z) _ I�1 v SHOHOW (z) i o � u�5 cis o =_— ��// > �' �p \ �• s it _- 9 VNmN aI L �/ II e �YQO P x �9A WHOA C i tl Q3E11 39 AtlW 1 IN c to Q SNMn pm tl 3Jv3a(IS) L O c xlWnn 35T'3 .e1L tt cw O X101M 1N3I. 'U3tl0 O� tl mYl 3B AYH AWMb 2 ; s .91/C W ym (Q3lWOv 3T'3b115) '0'1'0 Wl"lln 3M u Q H1� ZN .B/S 9t m 0 � Z H191M 1N3A 'N3G0 maw ,9l/Sl 9[ j `l� H19N1 MOONM\ n f 6 O\ S' l it \ 11 1\ $� x / II 1 MIN. T . _ E%IERpR I om 0 uK r!a. R mm n� 9 �m :x1a cznt l Z end N m 0 0 a eoe> a -Ills I/r . I• OD Pr y 3/4" MIN. M. GIABB BITE E ftw �l d • -3 y - 0 3 m+ £n o Ka 3/4• MIN. We. GV s BBE \9d IXiER10R S N \ 4 B N oz i� SERIFS 6OO &UMINUM CASEMENT W7NDDW (lu.1.) AL-FAROOQ CORPORATION MR -CUSS DOORS @ WNDOWS MANUFAONRING, LLD BNGINEER PR00MOtpEVELOPMENE 9aMi. l 330 i N.W. 7 RHAWISBRE MIAMI, RDRIUA 3i1]3 (LAN. TSTH) t Medley, 31 6 T6. (30, FL, bbt66 ieL (305) ]69-398] fo.. (]OS) N0-0295 TF118O6)1616fOa iA<POs)saaaeae 1roue-GNI\f0-9R[_u ON-dBL-fit INV-dAO3 Seze-ocr (SOU '_-j Mc -es< (sac) e[sas9. W.w.r aosesaz( 0�� 99m "Ij 'Fa paW O c of of n a nv .7_ (asss 'M'ril e[sce vaiaov Ywmw aoold 416L "M'N tSOH N o 7■ O=a= CIOUd V SN NION3 011 ONINniovin dW SMOONIM R WOO SSY15-am �__• ` 1N3Wd0'13Ai0 LMlO0ad 95a33NIDN3 O 3 m y uoi uosa Q. a o ou N011tlllOdL00 DOONtld'ltl ('I'W'l) MOONw 1N3W3SV0 WONIWON 009 531N3S si-u-w ao> a` �tuumy U1 ;L� mo e' / \ \ / 1H913H q F g � G �9 f3 € io W o0 � C �s�Go ll10�X r So88S$8S �8588$8888888888885�88$8�88888888 3�Wm mS2m mBSmSS o�. eg gm oao m�SSS�SSmBSS$mSSSS�SmS� �SmSB i S m S m m o m $$ m$$$ S$$$$$$ 8 8 gig 2 S � m� - rx o fx i o 'AS8$$2$8$�s�aSn3� :'4SS2S2222m8F838�SS8s� 3 w s �58888888858888888885 88888888S8a88988aS8888 SSS SSS SSSSSSSSS 'WON Ir� �a.e_ O o }7 f � O I�L� inio� —� 1I MEGL �I EWE / STRUCTURE IMOL. OPNPPOMELOON NCHORS I', SEE SEPARATE NOA TYPMAL AcHoMsJ �I TYPICAL ANCHORS SEE EUEV. p SEE ELEM. FOR SPMING II_ FOR SPACING 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 ELEY. FOR SP=NG 5/16" OIA ULTRACON BY 'DEWALT' (Po-177 KSI, Fy-155 KBO INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2 MIN, PENETRATION INf0 WOOD (HEAD/SILLJAMBS) a RU 1BY BUCKS INTO CONIC. OR BLOCKS .IN. EMBED INTO CONCRETE (HEAD/SILL JAMBS 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4" MIN, EMBED IWO GROUT -FILLED BLOCKS (JAMBS) 5/16" DIA. TFKS OR SFIF-DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS AND 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 WRH ALUMINUM TO BE PLATED OR PAVAED) CRITICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS a 2-1/2' MIN. INTO WOOD STRUCTURE - I" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG - 0.55 MIN, CONCRETE AT HEAD, SILL OR JAMBS V. = 3000 PSI MIN. \``` C-90 HOLLOW/flLLED BLOCK AT JAMBS I'm 2000 PSI MIN. u I,I/Lj7/,yl, c /'1 C.D 11 Sealed8-77-2020 :�� Ai w FL g29676 drawing a no 19-28F = II No11VaOdUOO DOOHVzA-IV II sere-6n (sac) 011 '9NINNLOVJNNVA 3 x a l N6C-est (sot) 1P1 99t££ '1J 'A-IPYi *ooJd 416L 'MN 1908 ANNIM A S8000 SSY10-NO SY0 mnNmnN 009 SIM �9 1N' O 11 o�wi xa.� s W N - --- ---- 6`1-S� 4 u Y. AUG 218 Z023 WINDOW HEIGHT - — -- — ' e FlXEG VENT HEIGHT e e A A e n • , EXTERIOR e p • • m � A ' e 0 G p se AAv s O up 0 • e 4 m O O d u O S ' All 1/4• MAX. i SHIM F�- 1/4• MAX. SHIM O � � g m Q O 08 Z m eDGE GIST.. y uzi rn �^ m y Nz V 07 D rn 0Oc N I °° o jr D 0 w W N o N 0 o 1 S O Z = v X 0 � I O I rn ep r ?. N J Q O � `�`�11111111��7, a. w revisions: SERIES 60O ALUMINUM CASEMENT WINDOW LM-1. AL-FAROO CORPORATION a a Cate: at_75-19 Q no date escn +on ENG[NEERS & PRODUCT DEVELOPMENT >�a+•: +/r - 1- MR -GLASS DOORS do WINDOWS MANUFACTURING, LLC f to� � 9360 SUNSET DRIVE, SURE 220 d. d8051 N.W. 79th Place MIAMI, FLORIDA 331(C.A.N. 3538) V 73 �+ a (v OD a Y' rnitb (aMedley, FL. 33166 TELoal26s�ea,00 FAX. (3oa)262�7s c cnk Ay: Tel. (305) 764-3963 Fox. (305) 470-8285 COMP—ANL 19-28f—MG 04\IN4�tleUJ 592E-9L1 (SOC) 'ao,{ C9fif-69C (SOC) 'lel I � lVal tl' � 9L8929L I99G YY! 09i91BL 19061 T11 'N'ra) 99,2c '1A '3aIpm ` N (esse suss vmao>i Ywnw oLL nuns 3nlaa a9sans cress ...Id 476L 'M'N 1509 'ONIN013YJnNtlM c 1 Wd01 alOnOObd 9atl33NelN3 311 SMOONIM 8 SN000 SStl13 -NM .I - •z/1 o m OI NOLLVHOANOOONtld-ltl 0 M'1) MOONIM 1N3M3Stl3 MONIMON 009 531N35 aol aaR _ 91-s.-ro awn c�nsunVO v` iS8$8Sm88$8�mm8$m mBRRRRSSRS S$$SR S>3 S R SR S R .S t: V �y t 1 R R R R$ S I R m m R n N n n n n n O a m n 1- R o � z m$YRR�m$BRm $SRe 9Re ��4Re aa? e � qnv 0 3 B. m 4 _ em.: a-", n'O^41 SERIES 6W ALUMINUM CCSEMENI WINDGW L.M.I. AL-FAROOQ CORPOm re eecn io ( ENOINEER56 PRODUOI DWE"I ^OV MR-GU55 WOKS & WINDOWS MANUFACTURING, LLC sseo sunsEr oxrvE, sunE zzo1 8051 N.W. 791h Pl.ce MVNII, ttORIDA0 179 ( O] Medley. FL. }3166 ,a (°Dm aawiDo fAt (30 �l 5 d,t M. rei. (]os) 764-3963 Fox. (W5) No-ezes �pup_pp��ly_ygp_ ITEM PARP / pUANi1lY OCSCRIPTION NATERIAL YANG./SBPPLIER/DEYARKS I E-602 4/ WOW. FEARS 6G6]-ifi 2 E-601 4/ WOW. OPERABLE VENT 6G61-T6 3 E-604 4/ WOW. EYED VENT 6061-T6 4 E-603 AS REM IMPOST 6063-76 - 5 E-605 AS REM. IMPOST REINFORCING 6063-T6 - 6 E-9001 4/ LIRE SWING DEAD (UM. GLASS) 6G63-T6 - P E-9003 4/ IRE GIA21NG BEAD (INSUL. LAM. GLASS) 6063-T6 - 6 E-212 AS GOOD FLUSH A➢APTEB 6063-T6 9 E-2037 AS REW, CORNEA KEY 6063-T6 ID E-1018 AS REM, FIXED VENT COVER r 6063-T6 11 G-3031 AS REDO. 'INTERIOR GIALNG GASKET 150ANDPRENE - 12 G-601 AS REW. IXTEflIOP GVSINC CASKS (5/I e' k INSUL CUSS) DOOR OUROMETER JOSS SHORE A 13 C10-04 AS REW. EXTERIOR GLAZING GASKET (2/I6' GLASS) Dow DUROMETER 2015 SHORE A 14 G-3005 AS REM, BULB W'STRIPPING SANGRIPRIONE - 15 G-602 2/ THE SETTING BLOCK 9lICONE 16 PJS45-SS AS NEW CORNER GUIDE Sf. SifEL 17 /10 X I/2' AS REW, CORNER ASSEMBLY PAS INEiS ST. 5(EFL FH SMS 1B 010 A 1-1/Y AS REOD. NPOST ASSEMBLY FASTENERS 4. STEEL FN SNS 19 /10 X I' AS REST) FIXED VENT iASIENERS. AT 3' FROM ENDS k 13' D.C. ST. STEEL FIN SMS 20 2/ VENT HINGES 21 1/ VENT I OPERATOR RI I/ VENT MULTI Z. LOON SEALANT ALL JOINTS AND FRAME CONNECTIONS SEALED WITH DOWSIL 795 SEAWH. LOCKS MULTI POINT LOCK SYSTEM BY 'INTERLOCK' AT FRAME JAMB LOCK OPERATOR AT 12-1/2- FROM SILL FASTENED TO JAMBS WON (2) /10 X 5/8' SMS. LOCK BAR SECURED TO JAMB WITH 9 GUIDES SPACED AT TO. O.C. MAX. EACH GUIDE FASTENEO WNH (3) J10 X 1/2- P FH SMS 5 MON KEEPERS AT VENT FACING LOCKING POINTS SPACED AT 15' O.C. MO. EACH FASTENED WITH (2) J10 X 5/8' P FH SMS OPTION 82 MOLT POINT LOCK SYSTEM BY 'ROTO FRANK OF AMERICA' AT FRAME JAMB LOCK OPERATOR AT 11-1/2' FROM SILL FASTENED TO JAMBS WITH (2) 010 X 5/8' SMS. LOCK BAR SECURED TO JAMB WITH 8 GUIDES SPACED AT 10' O.C. MAX. EACH GUIDE FASTENED WITH (3) 010 X 1/2' P FH SMS 5 ST. STEEL KEEPERS AT VENT FACING LOCKING POINTS SPACED AT 17' O.C. MAX. EACH FASTENED WITH (2) J10 X 5/8- P FN SMS 'STORMB16' FRICOON HINGES W 'SECURI9TtE' LOCATED AT TOP AND BOTTOM CORNERS FJVMNEO TO FRAME WITH (3) 110 X 1/2" P FH SELF DRILLING SCREWS FASTENED TO VENT WITH (3) J10 X 1/2- P PH SEIP DRILLING SCREWS OPERATOR opDx,N AT DUAL ARM ROTO OPERATOR /0001-0251 BY 'INTERLOCK' LOCATED AT SILL END FASTENED WON (8) /8 X 1/2" P FH SMS SNUBBERS: 'ASII VECTOR SECUROV DEVICE BY 'ASO' LOCATED AT JAMB AND HINGE STILE AT I1" FROM TOP AND B070M EACH FASTENED WITH (2) J10 X 1/2" P FH SIDS. 'CPB1' PULL IN BLOCK BY 'SECURISTriF' LOCATED AT JAMB AND HINGE STILE AT MIDSPAN EACH FASTENED WITH (2) J10 X 1/2" P FH SIDS. DUAL ARM ROTO OPERATOR JOPO6-Z 85-AS BY 'ROTO FRANK OF AMERIG' LOCATED AT SILL END FASTENED WUH (9) 18 X 1/2' P FX SMS RECEIVED AUG 2 3 2023 BY: Sealed 8-11-2020 %9 NOTE: FOR CASEMENT INSTALLED WITHOUT OPERATOR MAXIMUM PUSH OUT OPERATING FORCE < 5 LOS. NO PINCHINGOPERI OR TWIST OF WRIST IS REQUIRED FL #29696 Z P, p a6jj M} O oA ay y y ya� d M�m O ea m oata; LL��pe> ja aaaf� bowing no. 19-28F I N I N N III �O� N _ o I O w Co'� OD rLl N I} w rn N 10�mm N OOi N N 111 O N u � N V o o 0 0 0 0 N of I b b z Fo , OLA 'o-f O v0 t- in (J7 N N:11 O �— — (A Fo i I —nTF A m O S O �N Z U O .o > o, A O ;o D> .•. tnN mkA fn D r T fn to ttN u b a u O O V N N N�1 T N m N X N _ 1- A O O tD O N _ _ O N � m —1 -Z-1 El O _!L O O m >a co ro `=7 ce � a 00 N N tD O � O s � n dote: 04-15--19 resv�slons: SERIES 600 ALUMINUM CASEMENT WINDOW (L.M.I.) AL-FAROOQ CORPORATION aT no date escrl Ion - - -- ENGINEERS & PRODUCT DEVELOPMENT _ ( .fe: 1/2' . 1• MR —GLASS DOORS do WINDOWS MANUFACTURING, LLC 3 9360 SUNSET DRIVE, SURE 220 8051 N.W. 79th Place MIAMI, FLORIDA 33173 (C.A.N. 3538) C dr. Cy: TattlQ ()D a Medley, FL. 33166 TEL (305) 20"IM FAX (305) 262-6972 chk by Tel. (305) 704-3903 Fax. (305) 470-8285 COMP-ANL 19-28F-MG A \ \ \T a ------ - --- ,k Q \ � N OI O ...........✓ __ am.: or-io-19 SERIES 600 ALUMINUM CASEMENT WINDOW L.M.I. AL - FA u rG l o noV se oae escn mn � ) ROOO CORPORATION a '- �+ t!2' - �' 6 PRODUCT DFwcVE(eIAn 9P)M23E.2N"NOINEWeMR-CLASS DOORS &WINDOWS MANUFACTURING, LLC 9360SNk SUM 220 851 931h PlaceMWI,LFlw331]3 N6359 3986) 166 y2t612a 6-3963 F°.. Cw5) 70-BMS \ COMP-qNL 19-26F-MC Regulation r� BCIS Home I Login I User Registratlon I Hot Topics Submit Surcharge Stars & FactS j Publlcatlans Contact Us BCIS Site Map Links Search Florda �) Product Approval USER: Public User pr product Aporoval Menu > product or Agprra[ on Search > Application List > Application Detail FL # FL41889 Application Type New Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Mr -Glass Doors & Windows Manufacturing, LLC Address/Phone/Email 8051 NW 79th Place Medley, FL 33166 (305)470-8284 ulises@mrgiasswindows.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Ulises Senaris ullses@mrglasswindows.com Auguste Arias 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarias@mrglasswindows.com Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed lalal Farooq the Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By 1AVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence FL41889 RO COI SS - Certificate of Independence 2023.p! f Referenced Standard and year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 1994 1994 1994 Sections from the Code RECEIVED Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 01/24/2023 O1/31/2023 02/05/2023 04/11/2023 BY: AU@ 2 3 7023 FL # Model, Number or Name Description 41889.1 Series MG-350 Aluminum Fixed Large missile Impact resistant aluminum fixed window Window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL41889 RO 11 SS - MG-350 FIXED (LMI) -DWG 23-03F Approved for use outside HVHZ: Yes 2020.Rdf Impact Resistant: Yes Verified By: ]alai Farooq PE C 81223 Design Pressure: +65/-65 Created by Independent Third Party: Yes Other: See attached drawing 23-03F for span vs. load Evaluation Reports combination and Installation details FL41889 RO AE SS - MG350 FIXED (LL I-) - PAE 2020.0_d( Created by Independent Third Party: Yes Back next Contact Us_ :: 2601 Blair Stone Rod Tallahas=ee FL 32399 Phone: 850-482-1624 The State of Florida is an AA/EEO employer. Quvriaht 2002-2013 State of Florida.:: Prlvan Statement :: Aaessibillty Statement :: Refund Statement Under Florida law, email addresses are public record& if you do not want your e-mail address released In response to a publicremrds request, do not send electronic mall to this entity. Instead, canted 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 entails 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: =41MR t Credit Card Safe %I% AL-FAROOQ CORPORATION usCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 41889 Date:01/23/2023 Detailed Product Description: Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING LLC. Manufacturer Address:8051 NW 79th PLACE, MEDLEY, FL33166 Model Name: SERIES MG-350 ALUMINUM FIXED WINDOW Maximum Load:+65 PSF, -65 PSF (Large Missile Impact) Installation Drawings # 23-03F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST TEST REPORT Test Sealed by REPORT # ASTM E283 Air Infiltration Hurricane Engineering 11/09/2022 HETI-22-7232 Dr. Ram Tewari, PE Leakage &Testing, Inc 12/21/2022 HETI-22-7281 01/11/2023 HETI-23-8000 ASTM E331 Water Hurricane Engineering 11/09/2022 HETI-22-7232 Dr. Ram Tewari, PE ORASTM 547 Penetration &Testing, Inc 12/21/2022 HETI-22-7281 & TAS 202 01/11/2023 HETI-23-8000 ASTM E330 Uniform Static Hurricane Engineering 11/09/2022 HETI-22-7232 Dr. Ram Tewari, PE & TAS 202 Air Press. & Testing, Inc 12/21/2022 HETI-22-7281 01 11 2023 HETI-23-8000 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST TEST REPORT TEST REPORT Test Sealed by LOCATION DATE # FBC 1626.2 Large Missile Hurricane 11/09/2022 HETI-22-7232 Dr. Ram Tewari, PE TAS 201 & 203 Impact & Cyclic Engineering & 12/21/2022 HETI-22-7281 ASTME1886/1996 Testing, Inc 01/11/2023 HETI-23-8000 ANSI Z97.1 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: „t Fq�o �:.... ' O ` _= No.8 Jalal Faroo PE # 81223 %fOc '. FT�tu�1 AI-Farooq Corporation EB # 3538 %SS/ONAt Ea Sealed: 1 /23/2023 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com ) alfar000@afcene.com 48' WINDOW WIDTH 44 5/8' D.L. OPG. FALSE MUNTINS A (SURFACE APPLIED) MAY BE USED 3 ,I I, II EI --TI------Tr-- II it I I 11 n n u u -----'L-----�----- F 3 Il tl 2w n n a n u II u v = o=__- co $ o J-'n---f,==R----- Z c m _--_ ir-_---11___-_ n n n u n n n N --T,------rr-- n n 'I II 18 mw s' MAX. B �- MAX. HEAD/SILL 3 HEAD , G CORNERS SILL MG-350 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. TYPICAL ELEVATION TESTED UNITS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.0. 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. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. 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. WINDOW WIDTH 44 5/8- J.) ------ 11__ --TI------rr 11 11 II II n n n n C IF 71 n p II II � w n N II II a Ii IL o -----JI-----1=----- ----- c0 3 TI----If----- 11 11 c 0 z c �� n u -----1r-----TI----- u u u u n u u u TI IT ta' 8' MAX. B MAX. HEAD/SILL 3 HEAD CORNERS SILL Z N 0 V J Cl Q QL .11 f� 0 0 a o 0 LIJ " a " �ot: 0tyn u G Ui ai M o � M O a° 0ao OIt Ha b O Cl h to Q W a � a17 W y . 0 ak W QZia o nl�k'w LA % z 3 G W X li mix z z to �O NJ 0 In M WINDOWS COMPLY WITH REQUIREMENTS OF ANSI Z97.1. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Sealed: 1 /23/2023 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION Or THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDRIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SKULL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BEGONE THE ENGINEER Of RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE Of THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. D- THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Or THE PROFESS>ONAL ENGINEER OF RECORD THAT PREPARED IT. FL #41889 u VI ac v° c lL N a E C7 3 V z o $ a to -st`Oto 4�4nM� ?53iLL_r, z in � M Mc o2 Z � � I N No.81223 A o 9 drawing no. %�s�:• ... :\ 23-03F =.1Q �'r rl. 0 7r gnb Ony: uvm CA P Gk� 'IC s. G's. S.'IS S. EMERIOR .. 5/8- MIN, We. b W. IENGIH W. IENGTH WINDOW LENC01 DI LLI � WINOOVI LENGTH W LENGTH W. LENGTH 0 1Oo 12111 �` J W. W� Lr ENGiH� mo,Z r 5sa W . UNGTH may;mI vO rAm oj_ ,Oi1n5 £ W. LEWN 129 L m > t �Dm v N D: J] . MG-350 ALUMINUM FIXED WINDOW (LM.I.) AL-FAROOQ CORPORATION MR -CUSS DOORS 4 WINDOWS MANUFACTURING, LLC EXGINEER3IPR000CT DEVELOPMENT 8051 N.W. 79th PIoCB 93605UNSEf DRIVE, SUITE 220 MIAMI. FLORIDA33173 ` Medley, FL. 33166 TEL.taoslawalG6 wwwaFCERG.cOle Td. (305) 7644963 www.mrgloaawinaoxs.com F8P8 N959B \oT_nss_u £ma _o� om NH on Oma LZ� Dfo om� s �In rmFo O a W X M1 gl�jl(wm2@ FOR�SPACING 4. U' METK I F.B.C. MPROVED SiXUGNRE j l k MULLION ANCHORS I j O I� SEE SEPARATE APPROJM SEE SE Z F J O I:EDGE GIST. U �� < - -___ _-_-- -� e C pJ p p. 0 s V w I, g TYPK.LL PNC110R5 TYPICM ANCHORS SEE EUN. SEE ELIEV, a p C 0 lz C FOR SPACING MR SPACING M N p LLzci �. 'MR WOOD BUCKS AND METAL STRUCTURE NOT BY -GLASS* MUST SUSTAIN LOADS IMPOSED BY GIAZING SYSTEM y c AND TRANSFER THEM TO THE BUILDING STRUCTURE. x TYPICAL ANCHORS: SEE EUN. FOR SPACING 1/4" DIA. UITRACON+ BY'DEWALT' (FL-164 K9. Fy-146 KSI) 03 LL ^ INTO 2BY MOOD BUCKS OR WOOD STRUCTURES c 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) Jm E THRU IBY BUCKS INTO CONIC. OR BLOCKS Wi 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) c 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) a DIRECTLY INTO CONCRETE OR BLOCKS n 1-1/4" MIN. EMBED INTO CONCRETE (HE),D/JAMBS) qq 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o ; (1 n 014 EMS OR SELF -DRILLING SCREWS (OWE Y CRS) i iy n INTO F.B.C. APPROVED MULLIONS OR �msr 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 PNNIEO) CRITICAL EDGE DISTANCE 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 SO - 0.55 MIN. CONCRETE AT HEAD, SU OR JAMBS fa - 3000 PSI MIN. c ul C-90 HOLLOW/BLLED BLOCK AT JAMBS fT a 2000 PSI MIN. 9 0l - ' \ c ;.`yQ, DGPNgF a No. BI _ , [- n x 'GE 0IST BUM �' " Sealed: 1/23/2023 ,'� dr6wfPg o. TmIM ANCHORS i0 rjj i 23-03F MR SPMNG co \�� FL 041889 AA....... 111TS�`` Nh..t 3 Of 5 rv-d[p-CLVNtl-tlrvW )) BCSfd 3d9d wm'snapw,Mssal6�w'MMn [96C-Y9L (SOt) 'Iol :Rn 'eqa d WOJ"J N3alY MMM OOTPYBL (90EI 13L 99l£f 'l! 'Ra P3W ` M fL'3%Zala.....IW aJold 446L 'MN 1909 wen u° �n w OI 1 aLL31 N5'3MNa136N116a9f6 L I �� an '9NRI(uJvenNm sMAaNIM a saa90 ma -an uo uasa . u o '^au 9 N J N3Wdal3�3OL aatld 4 Stl33N19N3 7 Q NOIltlNOd800 bOOHtld-IV ('1'W'1) MWNW amu W9NIW0lV OSf-0W r - s of a tE'�I-�o :eloo l a AUG 2 3 r-2.258 �- .813 688 1.103 �-06PT_L .88, Ot WINDOW FRAME .880 .063 TYP. 7414— O GLAZING BEAD ITEM PART /I QLANTITY DESCRIPTION SEALANTS: ALL FRAME CORNERS AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. I j;j p I Z O N O <7 J 1 W0. O: O a ! C) °a Cc' iU 0 y n 00 a o a G N H '¢ Q Z LL �'301) 02s w J =maw Qulos�� .. E E .055 _ # LI.321 v .# O o E Q SCREW COVER c W � U 2 O m Y.ato z �sctD; n 0, g 1 m m r / / 4 V-GROOVE WELDS /. ER4043 ALLOY / A E o I `u N V I O O - O Sealed: 1 /23/2023 N > � � `L�111111rrrr�r EN • _O No.81223 0 FRAME CORNERS SECT. OR SQUARE WINDOWS FRAME CORNERS CIRCULAR WINDOWS �Q � .�y; a Y - I � ST • drawing no. FL 41889 IIATERlAL 11ANF./SUPPLIER/REMARKS 1 E-360 4 WINDOW FRAME 6063-T6 - 2 E-361 AS REOD. GLAZING BEAD 6063-T6 - 3 E-365 AS REOD. SCREW COVER 6063-TS - 4 �¢e X 1-1/2" AS REOD. ASSEMBLY SCREWS ST. STEEL PH SMS 5 G20-07 AS REOD. EXTERIOR GLAZING GASKET EPDM ULTRAFAB, DUROMETER 65f5 SHORE A 6 G25-01 AS REOD. INTERIOR GLAZING GASKET SANTOPRENE CPI 7 G33-02 AS REOD. SETTING BLOCKS. AT 1/4 POINTS EPDM DUROMETER 80t5 SHORE A Business & Professional Regulation & acts Home I IN In I User Registration I Hot Topics submit Surcharge Stabs & Facts Publications Contact Us &CIS Site Map I UnkS I Search Honda 'LN Product Approval USER: Public User ° g2ECEIVET) Product saanal Menu > Product or ARglication Search > ARpli[ation USt > Application Detail FL # FL41890 Application Type New V Code Version - Application Status Approved Comments Archived Product Manufacturer Mr -Glass Doors & Windows Manufacturing, LLC Address/Phone/Email 8051 NW 79th Place Medley, FL 33166 (305)470-8284 ullses@mrgiasswindows.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Ulises Senaris ullses@mrglasswindows.com Augusto Arias NW 84th St Medley, Medley, FL 33166 (305)470-8284-- aarlas@mrglasswindows.com Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy, Received Florida Engineer or Architect Name who developed ]alai Farooq the Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By 1AVAD AHMAD PE, INC. Certificate of Independence Validation Checklist - Hardcopy Received FL41890 RO COI SS - Certificate of Independence 2023.pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 1994 1994 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted O1/24/2023 Date Validated O1/31/2023 Date Pending FBC Approval 02/08/2023 Date Approved 04/11/2023 Summary of Products FL # Model, Number or Name Description 41890.1 Series MG-350 Aluminum Horizontal Large missile Impact resistant aluminum horizontal rolling Rolling Window window Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL41890 RO 11 SS - MG-350 HR (LMI) -DWG 23-01F 2020.pdF Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: lalal Farooq PE # 81223 Design Pressure: +65/-65 Created by Independent Third Party: Yes Other: See attached drawing 23-OIF for span vs. load Evaluation Reports combination and Installation details FL41890 RO AE SS - MG-350 HR LMI) - PAE 2020.p ff Created by Independent Third Party: Yes Balk Next Contact US:! 2601 Blair Stone Road, Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employe, Copyright 2007-2013 State of Florida.:: Prvacv Statement :: ArcesslbiliN 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 and electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.3395. -Pursuant to Section 455.225(1), Floritla 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 entails 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 avallable to the public. To determine If you are a licensee under Chapter 455, F,S., please click here. Product Approval Accepts: ® 91 E SC'CUYLt�'MBTRICs' DECEIVED AUG 2 3 2023 1 BY.�-�T AL-FAROOQ CORPORATION ■. CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 41890 Date:01/23/2023 Detailed Product Description: Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING, LLC. Manufacturer Address:8051 NW 79" PLACE, MEDLEY, FL33166 Model Name: SERIES MG-350 ALUMINUM HORIZONTAL ROLLING WINDOW Maximum Load: +65 PSF, -65 PSF (Large Missile Impact) Installation Drawings # 23-01F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads, and anchor type refer to installation drawings. Comparative analysis used X Yes —No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by ASTM E283 Air Infiltration Hurricane Engineering & 11/10/2022 HETI-22-7228 Dr. Ram Tewari, PE. Leakage Testing, Inc 12/06/2022 HETI-22-7225 11/10/2022 HETI-22-7213 ASTM E331 Water Hurricane Engineering & 11/10/2022 HETI-22-7228 Dr. Ram Tewari, PE. OR ASTM 547 Penetration Testing, Inc 12/06/2022 HETI-22-7225 & TAS 202 11/10/2022 HETI-22-7213 11/09/2022 HETI 22-7232 ASTM E330 Uniform Static Hurricane Engineering & 11/10/2022 HETI-22-7228 Dr. Ram Tewari, PE. & TAS 202 Air Press. Testing, Inc 12/06/2022 HETI-22-7225 11/10/2022 HETI-22-7213 11/09/2022 HETI 22-7232 01/11/2023 HETI 23-8000 ASTM F 588 Forced Entry Hurricane Engineering & 11/10/2022 HETI-22-7228 Dr. Ram Tewari, PE. Testing, Inc 11/10/2022 HETI-22-7213 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroog0afcenz.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT# Sealed by FBC 1626.2 Large Missile Hurricane 11/10/2022 HETI-22-7228 Dr. Ram Tewari, PE. (TAS 201 & 203) Impact & Cyclic Engineering & 12/06/2022 HETI-22-7225 ASTME1886/1996 Testing, Inc 11/10/2022 HETI-22-7213 11/30/2022 HETI-22-7215 11/09/2022 HETI 22-7232 01/11/2023 HET123-8000 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: FA&OO'' No. B JalaI Farooq PE # 81223 F<ORDP..' \? AI-Farooq Corporation EB # 3538 ss/ONAL`E�G Sealed: 1/23/2023 9360 Sunset Drive, Ste 220 1 Miami, FL 331731 T: 305.264.81001 F: 305.262.6978 1 www.afceng.com I alfar000Cdafcene.com MG-355 ALUMINUM HORIZONTAL ROLLING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 3 & 3.1. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING W@I OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENRRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE 2020 (7M EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (WHZ). ISY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUI 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 MAC I•Ia INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LATE SAFETY OF THIS PRODUCT, MEOUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING MOUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN MIS DRAWING ME TO BE ANALYZED SEPARATELY, MD TO BE REVIEWED BY BUILDING OFFICIAL DESIGN LOADS SHOWN ME BASED ON 'ALLOWABLE STRESS DESIGN (MD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABEUNG TO COMPLY WBTH SECTION 1709.9.2. AUG 2 9 2023 1/8' HEAT STRENO, GI -ASS .090" Intaaye TI FIVE tl " By 'Kurary AeDInc.'rm 1/8' MEAT SIREN-D. GLASS is SRICONE IT DI`E 795 y GE 2000 `N V (OOWSIL 995 LIMITED TO 44-3/4' OLD ¢¢ FOR SHORTEST DIMENSION) TE {.5 10 2D AT 1/4 POINTS ON LITES MOM MAN 36' ONLY GLAZING DETAIL 5/I6' O RNLL LAM. GI THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. Sealed: 1/23/2023 TONTFINI TD A' REAI IBt2 FOR 11 OTTEET N. PURCwSE MD NSTµ11OD Of HHA Nt.DJ. BLSED ON M6 PROOYR E14WTWN PR DED NE/SHE DOES NOT DEN TE THOM ME CONDITIONS DRNLEO ..E. mu AT COMIOENEO .. Ir AINCIFC PNI II. DOMED, TO.1 "IIN[XLNEN .1 ANSTI� ♦1. NTHS TATTER II( SRalrc DMmNtS r04T RLNflv. TIES P.E.D. SEW1 DENO THE 01iE ARID ORKINIA SELL AND SICN\IURE ME 'FEE 5I0.WL ENGINEER OF RECORD THAT PRENALD IT, FL #41890 3 E c o gale zt� ED n 7 a 3LL DT yg� z _^ A6 In o �m2n A' J,lUte I. owing i� 23-01 F BY: 63, 6 s" JAM JAMBS n m LL CORNERS m c JNAE JAMBS m m 810 CORNERS n 63" ofii 63' MNOCw HEIGHT MNOOW HEIGHT BW 59, _ 59' VENT HEIGHT VEM HEIW? 56 1/2- 56 1/2" D.L. OPG. j �F' » y iEru sea a u � o^§ I u lr at n-- ii II II m� i S II _ II II I I rl Pig I� m 6 / I N `-7 2 r w _ 13 � 13 MA%. 6' MAX. WVI. CO N JAMB JAMBS JAMB JAMBS f.O CORNERS CORNERS O T11 \1111111// =D i'MZ m �r /A///IRj1�1111PPA � ..e.. m-Oe-xo revid to I MC-350 ALUM HORR. ROIllNG wDw. (L.M.I_) AL-FAROOQ CORPORATION 3 no date estn Ion /x'_I'_p' MR -GLASS DOORS k WINDOWS MANUFACTURING, l!C ENGINEER56PpODUCr OEVELOPMEM 8051 N.W. 79th Place 93605ONSET DRIVE. SNRE 220 p ee, yF TyN MIAMI. RORIDA 33YT3 G^ Medley. FL. 33166 TEL.laod126A Bf00 WWW./�MENGOOM J �l ark q: Tel. (]15) 764-3963 mrglasswindows.c FBP£ M9599 COMP-ANL 23-01G-MG WMOOY! HflGM 59' VEM HEIGHT 56 1/T D.L. ovc. o u Ili__ III Dig I �m o a I I III III u u II � �a � r I I II I� l _ II I II II u 13' WINDOW HEIGHT 59' VENT HEIGHT 56 1/2" D.L. DPc. a� EE 9F 4 w g VV �g $y i I max li II I � o' D.L. ovc. n II I n l II n I I Ld n O m � : mb o eg a� Neu NCN�>r�u�U 'o 'o e o � m I & G U&&& U$ u u& N U G& $ N �' v W �.' � v& G' G& &F. ,'• o v F. 0 z 0 %o `E 0 n azo�oo Om A - N y 32000 g OA�y •m D K y [) N m�ti - m�r"N 0 czloz £ z oti - �� x o ooln tll y n I C) m N c N 11 V y (n d r o w b ... O W O 111111111/ A o .......... X U ate. N 0 ), 1,111111,1 IT _ V o `^k. e� revsiolro: _ MG-350 ALO WOWX' LIJ I, AL_FA ROOQ CORPORATION N no a e esm Ion ` J W y ¢ale ENGINEERS & Pfl000Cf DEVELOPMENT MR -GLASS ODORS g ONWW5 MINURMRING, LLC SSM)SMNS6TOFrvE,SUITE220 I8051 NW. 79th PlaceMIAMI. FLONIUA331]3 Medley. FL. 33166 )ELISOSI16aasa0 www.AaswO.cOm cr T<I. (303J 784-3963 r.mrglaaa tlo.a com FBPE 0-38 COMP-ANL\23-01F-MG y a o� Pa' U u G' u Fn � ,yn e + • N K 1 9 s � x g my $i"nN$ii,rn u%',ufnbou>'a°nu>"nuurna'>'iluuPam.m. p �a ? y� � u u Psi Pn in i°a Pi � u tpn pip yO y Z O o O>F.zzy y opa yo C pZV m Dn A m 4 1 •F O :\• f y�mN O 32WN £ 2 $snOy yO 00�2 S s rn o qux Ny+ nl 02na II Nm N C N N ti N O y9 D y m N r o N W `P N O a w %O 2 m N n aa+.. 9+-9G-xs !!visions: MC-35G ALUM HDRR. ROWNC WDW. (L.M.L) pL-FAROOQ CORPORATION 0 LJl £ f10 OG G6CR 1011 ENG+N --IPRO DUCT DEVELOPMEW �, •w+•O _ _ UR-GII55 DOORS 8 %7NWW5 WWUFACNRINC. LLC sssD survscr DRrvE. suRe 220 f Er by TYM 6051 N.W. 79th Ploce M IAML FLORIDA33173 C —. Medley, FL. 33166 TEf+3 lasaasoR www ..... J �I P eNY. Oy. Tel. (J05) 754-3953 mr".0 .intlOrrs.co. pgpE Y353B COMP-ANL\23-01F-MG • w � e ' � n � � s � 3 2 9 • W A m }+vOn UG'$>nuyGu}n PnU�U u�� y 0 0 o a o 0 0 o a o 0 0 0 0 o e o 0 0 0 0 0 0 0 0 o a i to moo Buc e. .a O TPIGL ANC ORS SEE E E FpR SPACING .EDGE Ow.. Td O I t3 15 22 EDGE L • i • - e tyRCJl ArvCtaRs SEE ELE � FOfl SPACING W1 = 1" X 1/4" WEEP SLOTS AT 3' FROM EACH END AND 14" O.C. MAX. W2 = 1-3/4" X 3/8' WEEPHOLES AT 5' FROM EACH END AND AT MID SPAN WITH PLASTIC BAFFLE f__________ l U = �i F.B.C.C. APPROVED I RJ � i1CLURE tI k MUWANCHORS CHORS I I o 1 � SEE EPMAtE PPPRWAL SEE S Z p ry ME ONST. 0 ii b Q 0 _J yu.pa O V IN i qt O oIJti o'-mu BRS EE ANCHORS FOR SPACNG QS�uF.°'e LL im= os^a J u m a J n Q @ £ a WOOD BUCKS AND METAL STRUCTURE NOT BY 'MR -GLASS' MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. cj E & J '11FINAI 1/4" CIA_ ULTRACON+ TRY V (F-164 KSI. Fy� a INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO W000 HEAD SILL JAMBS 3 THRU 1BY BUCKS INTO GONG. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 014 SM6 OR SFIF-ORIIIINO SCREWS (GRADE 2 CBS) 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 COHTAC4 WITH MUWNUM TO BE RATED OR PNMEOJ CRITICAL ❑ GF DISTANCE 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 HIM SILL OR JAMBS Vo - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Tnn a 200D PSI MIN. 12ECEIV Baled: 1/23/2023 1—FL #41890 AUG 2 8 2023 J�aS 1.awing . 23-01 F BY: VENT MD1 �Lu i 1/4- SHIM © D.L.O. O O SHIMS APPROv£0 MULLION Z £ SEE SARo E MPROVRL ° u 8 19 ] RI RIF 11 5 ttPICAL ANCHORS SEE EI . M. SPACING 0 wry U C°C Dil II II a PI o ti 03 Dii o� IL__JI a/NN°ryy 2 Q �0 W of µCNORS J m ¢_ 6 4 16 O 21 B 16 D.L OPG. ' SEE ELLV fOR SPACING 2O2 Q ry £� 4 q EXTERIOR B W000 BU<K5 WIHOOw WIDiN WINDOW WIDT1 c WINDOW WIDi 3 - 2 � tnrAL ANCHORS XO LAYOU T •" - IE E.' MR SPACING OX OPPOSRE 3 c a " � E VQIf WON O� d o © O O © N z SHIM B D.LO. 19 ] 21 21A D.L.O'y 1/4- NAL SHIMS A ttPIGL ANCHORS FOR SPKINC METAL- STRUCNRE o C x5 ------------------- a 1 18 21 8O t6 lOv a O.L OPG WiNWM "m WO]D BUCKS ANCHORS - SEE XOX LAYO v o �. FOR SPUT FOR SPACING AAA11d I F 3 No, 8122 sealed: 1123/2023 O '//�� .. •gip .� drawing 23-01 F �R'AA� T 1 dC,rC F 418J0. sheet 5 ot� r�l�ln1�`�� AUG 2 3 m 2 m D W rnn z 4 TA p m O W it �W rpf7 O N O N � r 1'-T c A m w p N o t> r N 81 N W rn (: Co m � z V � 60i O N u �W CA u v O Cm. o p o o ��--1 rn A �� z o rn 0 �{to C_ 0 m y A ID Co4ZF4 O OI N m p (W� A u b G A X u W 1 U u m rq L 1vD JJ A rn 0 r o x � p T1 Co(I W � � N m r N r F'I� z �� M m � N N (n (D 0) (D CL izi r W 1� N r C:) (� W w N a dote: 01-06-23 ;'. W � I � uole: ,�2• ,- 0 C , dr. by: TARIO I 9 ?- r C=� �mm C OZ A r D O Z � o 0 M NN 0 rk X rn N 0 Zm oz ;u 0 rn N ):t N N LA N N w N N N D N O O -' O V 01 N -' -• A W N O Ip fD �! Cf (�, A W N X I ( i C) N N 1 1 m r N X I 0 N N N N U x Va N 1 1 1 G Gm 1 1 N 1 1 NA 1 1 1 1 IW71 09 OI NG NN WN w(WJ� wW qb yy yy yy yy yN yy > y y jo m z m m A m m w N m m m A A rn m A z m m m/ — y i 0 0 0 0 0 O 7 0 0 0 -z7 1 0 0 ,•� 1 z z S F 'mow 'x" r gm m m x C i:i z O y Im m r, m t�2, m P `9 Fi yy9 O O Z i m rn N= m m-4 o v o Ln F k a QD m n R W y z 0x 2 n v r^ u r o r r 0 2.N nn ^� t7 uZ r< n p ram- v N Ili X �7 fn O v v v 5 m z z O O ~ fA O C rn rn O O rn m C O m m O Q a rA O P rn O O m rn� m r p\�� O m m z z 1.� t y RI In r 1 -4ti a N 1 0 ma) 1 1 � -4 m 1 I -/ 1 m m rn I I -1 -1 o, rn I 1 -� -1 a a)i I: ; m m 1 i I mp S F C C K r S= I y I I I I 1 I I I I I 1 D A N C y tn N �my`1 O m A N z O 2 i _A z V b 0 A m D yam@ y MG-350 ALUM HORIZ. ROLLING WDW. (L.M.I.) AL-FAROOQ CORPORATION AIR -GLASS DOORS & YIINDOWS MANUFACTURING, LLC ENGINEERS 9380 SUNSET DRIVE, SUITE 220 PRODUCT DEVELOPMENT f 8051 N.W. 79th Place MIAM1, FLORIDA 33173 C Medley, FL. 33166 Tel. (305) 764-3963 www.mrglasswindows.com TEL (305) 264-8100 WWW.AFCENG.COM FDPB 1353E C COMP-ANL\23-01F-MG \ !n � N w — F41 r N O Q] W \ \ h f9 s //llnnnlll" l 1 W o alp, p revisions: -- MG-350 ALUM HORR. ROWING WOW. (IM.IJ qL-FAROOQ CORPORATION a MR -MUSS DOORS & WINDOWS MANUFACTURING, LLC ENGINEERS & P91 RODDCI DEVELOPMENT 93SDRIVE, SDITE 220 o a Nip eosl N.W. 791h PIDCB MIAMAMI.DNSLTfLOR1O 331T3 C Medley, FL. 33166 s�lsoa vsaavoo www.nm;6xc.comJ J enY. ty rzl. (los) 764-d963 m.gmsswlmo�zcpm {gpp ..... coMF-ANgz]-olf-M(i Funding Source: Mornnt 17co ind 0) Windows and Doors Other: N/A Name Mr. Glass Doors and Windows Price CITY Subtotal $24,856.00 1 $24,856.00 AL _ .' ,,, , , ond Doors. Sea specification below. This quote will contain broatict specifications such as Franne Color, Glass Golar, Hardware Options, Grid Options, Configuration of Systems, Permit Processing (Includes $1,200.00 1 $1,200.00 Governmental/City Fees) Includes: Acm;r Fees. Floor Plan, Desfcin Pressures Sign 2rad Seated.. Permit Processing and Insinecuons. PERMIT FEES ARE INCLUDED. k,.y and all goverrinnental fines or permit foos, required for then Work will be paid b,,, V,c (,olnn "W"Or. Mark P&A ark 05/27/2023 Subtotal $26,056.00 Discount S0.00 Tax SO.00 Total $26,056.00 &Wro n4arwx 05/27/2023 Document Rd. HTK2L.XIM2J-DXRJ2-NKKBF Page 10 of 33