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WS-19-1391Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-06-19-1391 (j Permit Type: Windows/Shutters ifLWQ'%'r k fClassificatron: Window/Door Replacement Ifin Permit Status: Approved Issue Date: 08/12/2019 Expiration: 12/16/2019 Location Address Parcel Number 336 NE 98TH ST, Miami Shores, FL 33138 1132060135700 Contacts PAOLA STOLFI Owner HOME OWNER Contractor 336 NE 98 ST, MIAMI SHORES, FL 33138 HOME OWNER Home: 7862007630 Description: INSTALLATION OF 10 IMPACT WINDOWS. Valuation: $ 8,300.00 Inspection Requests:Inspect 4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $5.40 DBPR Fee $3.00 DCA Fee $2.00 Education Surcharge $1.80 Notary Fee $5.00 Scanning Fee $9.00 Technology Fee $5.00 Windows/Shutters Fee $150.00 Total: $231.20 Payments Date Paid Amt Paid Total Fees $231.20 Credit Card 08/12/2019 $181.20 Credit Card 06/18/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac ting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are quired for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OW S A AVITPnd rtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reg.ati �co truc ' ning. Futhermore, I authorize the above named contractor to do the work stated. ZA hh'x �a, `Signatur& Owner / Applicant / Contractor / Agent Date August 12, 2019 Page 2 of 2 BUILDING PERMIT APPLICATION C I ED Miami Shores Village �uN s zo s Building Department BY: , 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 1FBC 20 2 Master Permit No. VW"0�" (q — I39 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: N �( Mi ❑ CANCELLATION ❑ SHOP DRAWINGS 11 8 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 'T'f TpL_A_ STD ` � Phone#: _2-`G� Address: 3�> (D V-� E City: �'Eno r-C State: f I-- Zip: 3� Tenant/Lessee Name: fqo V\ Phone#: Email CONTRACTOR: Company Name: Address: 0\Q ✓ City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ I Square/Linear, Footage of Work: Type of Work: ❑ Addition ❑ Alteration ) f ❑ New; ,.•• •+;'` Repair/Replace ❑Demolition Description of Work:n ��a�g "� N `:1� r\r�Gb, C �_ \►�� W S ' Specify color of color thru tile: •, "p'K ''� ; `� Submittal Fee $ 5 o Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ DBPR $ Notary Double Fee $ Bond $ /\ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: Asa condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature NE or AGENT CONTRACTOR The foregoing instrument as acknowledged before me this 01 0 da of hq 20J by A Sg I who is �ersonally known to me or who has produced C 1\ikJN ;C RY) Su as identifica ion o did take an oath. NOTARY UBLI ��y Y �PwFTp �P , Sign--o 29NO Print: 1 n�na r , � 0= The foregoing instrument was acknowledged before me this day of me or who has produced 20, by , who is personally known to identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: iyvj,••Z►y�ona�d�;c 'I vBLIC. St \ Seal: as APPROVED BY -7 It / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: -10)OLP' &OCALF� DATE: ADDRESS: 3� Nt �8 At��1 � Do hereby hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. , Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial ' 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits ntracts. Initial 4. 1 understand that I may build or improve a one family or,two-family residence or a'farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, vAich violates the exemption. �'r• Initial • I 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the constructio w Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is•my responsibility to ensure that the persons whom I employ have the license required by law and unty or municipal ordinance. initial I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial , 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial— A v 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, 1 will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulatio Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Q n Was acknowledged before me this _ 8_day of iA Una 20 19 who was personally known to me or who has -ation. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). • .d. a�' _ �/ ��w,r r • • j2XSV1W, • • - : Date �L'P� Sa'-c� L-� c Print Name PRODUCT APPROVAL REVIEW FORM ADDRESS: 336 NE 98TH STREET MIAMI SHORES, FL 341,V.. • • • • .. .. . . . .. .. . QTY OPENING LOCATION ZONE OPENING LOCATION ZONE 4 SIB ; • NAM 6E %" FL •N* 'N„iMrSE NUAIJr-WUN PDo RESSURE RATING Kr w PRESSURE RATING EGRESS REQUIREMENT WIDTH 50 HEIGHT 63 +PSF -)PSF + PSF -PSF YES NO 2 W1 FL-20359.1 80 80 40.4 43.8 X 2 W2 ZONE 4 50 27 F-26351.1 • • 65 65 40.4 43.8 X 2 W3 ZONE 4 30 18 F4-283F1. • • 65 65 40.4 43.8 X 2 W4 ZONE 4 22 22 ft•26351.1 • • • • • 65 65 40.4 43.8 X 2 W5 ZONE 4 30 80 FL-26351.1 65 65 40.4 43.8 X 1 W6 ZONE 4 62 •J8 • F -2 1.1,, 65 65 40.4 43.8 X 2 MULLION W1 ZONE 4 1X4 0.50;•; �18;01241:. 90 90 40.4 43.8 1 IMULLIONW5 IZONE4 2X4 go 8;0t 1"f ; 100 1001 40.4 43.8 1 IMULLION W6 IZONE 4 2X4 60 1 -0 1 100 1001 40.4 43.8 WIND ANALYSIS PER ASCE 7-10 BUILDING HEIGHT 15' WIND SPEED= 175 M.P.H Kd= .85 - KLAIR "Of PART or TTall ls rcRwl ' " RA TN oo. .cnr owwT rs lim /'I:RSu r CL ( \\\ n RiR•IcODA KLMRAD WA rti -. f MtR. v ROOM W 3 - - _EAgSTORY WINDOWS W 4 T� WV 4 W3 W1!W2 A MIN LA NOT PART OF TV" IfRW T •A*N %V r PART co T"m IF RNfT e ' RIGNT W S: WG LTA' Ivt: W l rrv2 FRONT RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 ` Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FOR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG' Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50- 1,60 1.00 0.95 0.92 0.89 0.88- 0.86 15 40.4 38.5 37.5 36.7 -36.1 35.7 20 42.7 40.8 39.7 38.9 38.3 ! 37.8 25 44.6 42.6 41.5 40.6 40:0,/ 39.4 30 46.5 44.4 43.2 42.3 ` 41.7 41.1 40 49.4 47.2 45.9 44.9 -` 44.2 43.6 50 51.8 49.4 48.1 1 47.1 '46.4 45.7 60 53.7 51.2 49.8 11 48,.8- -_ 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures, Exposure C For the 175 mph Wind Zone CATEGOFY;.DLDG*• Height (Maximum) Effective Wind Area (or, -Tributary Area) in Squareet • 10 20 30 ' 40 50 60 ` -1.10 -1.05 ti `-1.02. -0.99 -0.98 s• 09•-0.96000 15 -43.8 -42.0' , -40.9 -40.2 -39.6 • • • • •-39.1 20 -46.4 -44.4'-, -431.3 -42.5 -41.9 ' '-41.4 .. 25 -48.4 -46.4 ' -45.2 -44.4 -43.8 •. •41., 30 -50.5 A8.4 -47.2 -46.3 -45.6 -45. • • 40 -53.6 -51' 4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 =55.8 -54.4 -53.4 -52.6 1 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG Height Maximum Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 - -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 50 -69.3 -64.7 -61.9 -60.0 -58.5 -57.3 60 -71.9 -67.0 1 -64.2 -62.2 -60.6 -59.4 NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE iAKLN rUK rLAi KUUrS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, THESE TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY ROBERT MONSOUR. MIAMaQADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Curv-A-Tech ,Corporation 930 West 2 'ee� Hialeah. FL 330105'" SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and theAWinay immediately revoke, modify, or suspend the use of such product or material within keir J4nrisdichp* DER reserves the right to revoke this acceptance, if it is determined by Miami -Dade C9i;gV. Froduet VbrCrol Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with•the•Florida Building Code, including the High Velocity Hurricane Zone: 0000 • DESCRIPTION:,Extruded Aluminum Tube Mullion=L.M.I._ • • • • • • • • • • .. .. .. . APPROVAL DOCUMENT: Drawing No. M95-19A, titled "Aluminum Tube Mullions,. sheets 1 through 6 of 6, dated 12/07/95, with revision G dated 01/11/18, prepared by Al-Farooq Corporation, sty and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Reyisipti.stami' with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Sectotb.• • . .... MISSILE IMPACT RATING: Large and Small Missile Im acp t-Resis nt LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0603.18 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. ;z . OA No. 18-0129.15 O I1 b /o/ Expiration Date::-March-28, 2023 / 8 /Approval'Date: February 22, 2018 —'' —Page 1 Curv-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 08-08I3.08 and 97-0423.05) 2. Drawing No. M95-19A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6, dated 12/07/95, revision F, dated 01/29/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 00 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • • . . .... ...... along with marked -up drawings and installation diagram of alurflirii2mC fixed Waclows .' mulled together, prepared by Fenestration Testing Laboratory, Ino.1 -Test Reporte-No. • • • •: • FTL-5636, dated 06/12/08, signed and sealed by Carlos S. Riondt; P.P. :....: (Submitted under NOA# 08-0813.08) • • • .... . 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per.> ,**!Q2-94 .. ..... ..:.. • along with installation diagram of aluminum fixed windows mulled together*, ixepared • • • • • • by Hurricane Engineering & Testing Inc., Test Report No. IMF-96-1054,0dated •, 02/01 /96 signed and sealed by Hector Medina, P.E. (Submitted under NOA# 97-0423.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 02/09/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated May 29, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL-5636 issued by Fenestration Testing Laboratory, Inc., dated 06/12/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA No. 08-1024.06) Sifang Zhao, P.E. Product Control Examiner NOA No. 18-0129.15 Expiration Date: March 28, 2023 Approval Date: February 22, 2018 E-1 Curv-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS CONTOWED 3. Laboratory compliance letter for Test Report No. HETI-96-1054 issued by Hurricane Engineering & Testing, Inc., dated 02/01/96 signed and sealed by Hector Medina, P.E. (Submitted under NOA No. 97-0423.05) G. OTHERS 1. Notice of Acceptance No. 12-0430.02, issued to Curv-A-Tech Corporation for their Extruded Aluminum Tube Mullion — L.M.I., approved on 08/02/12 and expiring on 03/28/18. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-19A, titled "Aluminum Tube Mullions", sheets 1 through'6.1of 6, dated 12/07/95, revision G, dated 01/11/18, prepared by AI M� .q Corporation, signed and sealed by Javad Ahmad, P.E. C. TESTS 1. None D. CALCULATIONS 1. Anchor verification calculations and structural analysis, compfybg with j'$C.6a' Edition (2017), dated 01/23/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. E. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). G. MATERIAL CERTIFICATIONS 1. None. H. STATEMENTS 1. Statement letter of conformance, complying with.FBC_6t1_Edition.(2017), and of no financial interest, dated January 09, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0603.18, issued to Curv-A-Tech Corporation for their Extruded Aluminum Tube Mullion - L.M.I., approved on 02/18/16 and expiring on 03/28/18 Wang Zhao, P.E. Product Control Examiner NOA No. 18-0129.15 Expiration Date: March 28, 2023 Approval Date: February 22, 2018 E-2 1.000 3.000 125 Ll I TYP. 1 X3X 1/8' TUBE MUWON ^j 1.000 125 TYP. 4.000 C TUBE MULLIONION 6063-TB r— 2.000 .125 4.000 TYP. 2_ _ „ Z_8l TUBE MULLION 6063-T6 2X6X 1/8- TUBE MULLION 6063-T6 INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. 2.000 .125 � 1.938 F- 4.888 MULLION CLIP (6063-T6) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. 2.408 .12s 2,110 I� F5.500—i MULLION CUP (6063-T6) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. MULLION CLIP LEGS REMOVED MULLION CLIP LEGS REMOVED r-1.730—»j I 1.885 .125 .125 2.125 2.125 �l �S.S00—i 1--1.730--J MULLION CUP (6063-T6) CLIP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH STEP DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 4 h 5, AND ANCHOR GRAPHS STEP 5 ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. Smurquiffel ' •• ••• • • • •• ••• •• • TYPICAL GL,ZINGG PRODUCT TYPICAL. 1.000-AWINDOW FRAME F-- 2.000 ---�1 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING 1;_-U-�.N SYSTEM ISRATED FOR LARGE MISSILE IMPACT.ANDAN BE USED WITH ALL MIAMI-DADS-COUNTY APPROVED; "-IMPACT AND NON -IMPACT RESISTANT PRODUCTS. %��r-' NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SIFEGWDS ETC. iBY OR 28Y WOOD BUCKS k 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 SWILL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE a ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, • • { TO BE REVIEWED BY BUILDING OFRCIAL • • • 111111111/lll • • •• PRODUCT REVISED •• ••• • ••• • • TECH VCO��RATI�4 AID A�AFFy . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • e complYin with the [Toride BtdidinS Code Acoeptttm No f 6 - Mail Exp 2wa Date 3 BY A OF (/ Miami 1'ro•rlCmtrol %'�_ .Ai ON. \ev b P z O m O F J a w Vr inw O Z alc�io=f� e iI orawtnq no. M95-19A 11 1 X 3 X 1/8" TUBE MULLION 130 120 110 100 �90 O80 0 70 0 60 50 40 30 130 120 110 100 90 I 80 J S2 70 ❑ 60 50 40 30 20 30 40 50 60 70 80 TRIBUTARY WIDTH -INCHES 2_ X_ 4_ X_ 1 /.8_TUBE_ MULUON 130 120 110 100 60 50 40 30 130 120 110 4100 a 190 = 80 S2 W 070 so 50 40 TRIBUTARY WIDTH -INCHES X_ 4_ Z 1 /8=TUBE_ 74- 96" JUKE SPAN ?0 30 40 50- 60 70 80 TRIBUTARY WIDTH -INCHES 2 X 6 X 1/8" TUBE MULLION ARdiES TO BE INSt:RIBED C IiSIOE RECTANCULAR SHAPE RIZONTAL MULLION Z to E �� GLAZING PRODUCT 3 ; GLAZING GLAZING PRODUCT PRODUCT a m J J 7 a i w 0O 8 MULLION SPAN I m V p� ? 4L)NMm a TYPICAL MULLION ARRANGEMENTS z WIDTH (W) = wt s wz ¢ o R NOTE: n MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. c (INTERPOLATION BETWEEN WIDTHS ALLOWED) cm °I 9 MULLIONS IJ o s • • • • • • • • `11LLIIIUrrr • • • • • • • • • • i'ftODUC7 REVISED "ODrdplYNB wid, the plmida Buddin Code ' AcceptarocAk� ExpLazion�N�e, 3 2010y • • • • • • • • • • • • • • • • BY C!. =` X— Dade product C.otlavl 'i ATEl1F 6!/K/� drawing no. • • • •. • • • 0 • • • • �ORfO" ' ��` ��is�OAIAL IM95- 9A • • • • sheet 2 of 8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION CUP SNUG FIT INTO — TUBE MULLION MULLION MULLION CUP SNUG FIT INTO TUBE MULLION i 1 1 I I I ANCHOR TYPE 'AS' ,1*;-2/ CUP .° i a ° HOLLOW/FILLED BLOCK CONCRETE 1BY OR 2BY WOOD 4" MULLION CUP SNUG FIT INTO TUBE MULLION L NOTCH WOOD BUCK /-TO ACCOMODATE < CUP ANGLE TO MASONRY CONCRETE MULLION CUP SNUG FIT INTO TUBE MULLION a _--r------- < 1 I I I I I , t 1 3/4' I 1/2- ANCHOR TYPE 'AC' 2/ CUP FLOATING MULLION CUPS CUPS TO FIT SNUG INTO TUBE MULLIONS LENGTH = INSIDE DIMENSION OF TUBE - 1/32' NOTCH LEGS TO FIT MS MULLION 1 NOTCH CUP TO ________________ MISS MAR13LE SLL OR TRIM tUGE DIST: ° • ° ANCHOR TYPE 'AC' 2/ CLIP ANCHORS: ANCHORS 4" dA'Lp TRACON-BY-'E•LM'-(FO.177 KS!, Fy-155 KSI) TYPE 'AC'- 1/4' OIA ULTRACON BY 'ELCO' (Fw177 KSI. Fy-155 KSI) INTO 2BY'WOOD, BUCKS- OR WOOD STRUCTURES DIRECTLY INTO CONCRETE WITH 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) WITH 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) CTHRIJ 1 BY WOOp B 1l CKS INTO NOILow/FlLLED BLOCKS • • • • • • • • • • • • A.NGHOR Enr_:E DISTANCES • • • • • • • • • �WTTH'1�1%4"MIN. EMBED 'INTO- BLOCKS- (JAMBS)"''� INTO CONCRETE — 2-1/2" MIN • •• • • • • • `,HRR�IBY' WOOD- BUCKS- INTO- CONCRETE+�--- �.A • •• • • • • ••• • (WITH 1-1/4" MIN. EMBED INTO CONC�(L1EAD/SILL/JAMBS) • • • • • • • • • ANCHOR EOGEANCHOR DIST� INTO CONCRETE AND MASONRY - 2-1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. •• ••• • ••• • • WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. • • • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. • • • • • • • • • • • • • e • C—BO HOLLOW/FILLED BLOCK AT JAMBS r. - 2000 PSI MIN. • • • • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • cub WOOD BUCKS NOT BY CURVATECH o ^ A MUST SUSTAIN LOADS IMPOSED. ' E $ quo ,.0 ````LI11111 flfyy .......... R � '•. . r.ODUCT(LEVLSED Q � as omnptyiog with UK Florida != I �, Building Codeance AcceptNo 1 t♦pp Bac?intianID�' P�IQ BY ATE OFj: drawing no. A.1;aniDadePcoduetcoNvol �i„ORIOH.-' ram �05-19A DAlAL1��`�� sheet 4 of 6 MULLION CLIP SNUG FIT INTO TUBE MULLION 1/2" MULLION CLIP SNUG FIT INTO TUBE MULLION ANCHOR TYPES t 4/ CUP Q. e . •Av HOLLOW/FILLED BLOCK CONCRETE 1BY OR 2BY W000 BaUCK a 1 NOTCH WOOD BUCK TO ACCOMODATE CLIP ANGLE TO MASONRY MULLION CLIP SNUG FIT INTO- • ANCHOR TYPES TUBE MULLION :; CB' 3 'CC' 4/ CLIP - Z 7 FlLLED BLOCK CONCRETE MULLION MULLION CLIP SMUG FIT INTO TUBE MULLION G I I 1 I I I I I < _ I � 1 I h • I I I I I I 1 _ I - I -------- i /2" 1/2" MAX. MAX. ANCHORS: ANCHORS: ' C1Y KSI F -155 KSI) FLOATING MULLION CLPS CLIPS TO FIT SNUG INTO TUBE MULONS LENGTH - INSIDE DIMENSION OF TUBE — 1/32" NOTCH LEG TO FIT TYPE 'BB'- 1/4" D1A ULTRACON BY 'EIMM' (Fu-177 KSI, Fy-155 KSI) TYPE CB- 1/4 DL9 ULTRACON BY EL_— (Fu-177 , y DIRECTLY INTO GROUT FILLED BLOCKS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WOOD BUCKS NOT BY CURVATECH 1021 0 M Pi WITH 1-1/2' MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) WITH 1-3/4" MIN. EMBED INTO BLOCKS (JAMBS) MUST SUSTAIN LOADS IMPOSED. Z# o'o THRU 1 BY WOOD BUCKS INTO HOLLOW/F1LLED BLOCKS TYPE 'CC'- 1 /4" DLA U TRACON BY 11 rn"' Il"A79 WSl,•Fy>R55 K!q • • • •` ° WITH 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE • • • • • �Yi • • 1111I IIIIUU WITH 1-3/4' MIN. EMBED INTO CONCWt (jIEAC/Sg1L/�ty� • • • `��`` J� ///i o - TYPE 'BC'- 1/4" DIA IfLTRACON BY 'ELCO' (Fw177 KSL Fy-iS5 KSI) a • • • • • • • • -p '10 THRU 1 BY WOOD BUCKS INTO CONCRETE ANCHOR EDGE DISTANCES • • • • • • • • • • • • y .•- •. N WITH 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) INTO CONCRETE AND MASONRY - 2-1/2" MIN. PR.ODUCing-itREVthe INTO WOOD STRUCTURE 1" MIN. g�de`��0 ' it ANCHOR EDGE DISTANCES - 1 • � _ # �{ INTO CONCRETE AND MASONRY — 2-1 /2" MIN. • • • • • • • • • • c E�xgtawoj}eoe - i 5; •, d Zn�� INTO WOOD STRUCTURE - 1" MIN. • • • • • • • • • (/ OF 19 drawing no. WOOD AT HEAD, SILL OR JAMBS Sr - 0.55 MIN. • • • • • • • •• • • Miem�D.'oProductControl �� ,0� ��` M95-19A CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN. • • • • • • • • • • • / s C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 20DO PSI MIN. • • • • • • • ss�NA1�j11%``� sheet 5 of 6 • •• •• • • • •• •• ••• • • 0 ••• • • 014 S.M.S. 2/ ANGLE (CHART CDC) 3/ ANGLE (CHART CCC) CLIP TUBE MULLION WEO �-- II 1� I 11 I' '1 '1 1' 1' '1 r 1 4 1 1 1 1BY OR 28Y I I I I TUBE MULLION ALUM ANGLE 2 X 3/4 X 1/8' 1-5/8' LONG (FOR 2' TUBE) 2-5/8' LONG (FOR 3' TUBE) 3-5/8' LONG (FOR 4'. 5' h 8' TUBES) \ 7ESS HOLE /14 S.M.S. `2/ ANGLE (CHART CD) 3/ ANGLE (CHART CCC) r TUBE MULLION THIS SCREW CAN BE� I INSTALLED IN EITHER DIRECTION q� W I ' 1 y�1HAAt 4 F.H. S.M.S. I 2/ ANGLE (CRT A B) 1 TUBE MULLION 3/ ANGLE (CHART C) ANCHORS DETAIL #1 METAL TO METAL CONNECTION •• ••• • • • • • •• • • • •• • • • • • • • • • • ••• • • \111111 `` J�. Y.DDUCT REVISED n eomplyotg with the Florida • • • • • • • • • • • Building Code _ Accepftr"NoI&C12lao Expireuiurypale •• • • • • • • •• • • • • • • • • • • • . A�4i•ni � p� pontrol . .. .. • • •. •. �ttnl uu Z q O � q 0 °otir it 31-- l 111 0 i, f [(I drawing no. M95-19A ... . . . •.. . . tiff r� - BCIS Home Login User Registration Hot Topics Submit Surcharge Stats ✓§ Facts I Publications Contact Us BCIS Site Map Links Search db2 (-]� Product Approval - USER: Public User Product AQoroval Menu > Product or AQQliration Search > Agn:ication List > Application Detail FL # IL20359-R2 Application Type Revision Code Version 2017y Application Status Approved Comments Archived Product Manufacturer ,'Mr Glass Doors & WinaoWS Incq •••• • • Address/Phone/Email 8120 NW 84th St i • • •: • *a 0 0 0 •: • Medley, FL33166 '• .••;•. •• (305)470-8284 •••••• •• • •••••• ulises@mrglasswindows.com ...;.. •0000 • • • • • • • • Authorized Signature Ulises Senaris 0000 . • • 60600 ulises@mrglasswindows.com ...... .. . .. j •. • • • • • • Technical Representative 000000 • • Address/Phone/Email : 0 : • • • • ••: • • • • • • • • • • • Quality Assurance Representative • .0. Address/Phone/Email • • • • 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 the ]avad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Val'dated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL20359 R2 COI SS -Series MG -inn Alum Horizontal Sliding ?n w(LMI- SMI)-CI 2017.122f Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Method 1 Option D 01/15/2018 Date Validated 01/16/2018 Date Pending FBC Approval 01/21/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description 20359.1 I Series MG-300 Aluminum Horizontal LSliding Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W 16-26 for span vs. load combination and installation deta!!s. 20359.2 Series MG-300 Aluminum Horizontal fiSliding Window Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +90/-140 Other: See attached drawing W16-28 for span vs. load combination and installation details. Large missile impact resistant aluminum horizontal sliding window. Installation Instructions FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding W' w (1M1j)-2017 DWG W16-26.12d Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20359 R2 AE SS -Series MG-300 Alum Horizontal Slid'ng Window (0j) -PAE 2017.p Created by Independent Third Party: Yes see* _ Small missile impact resistant •aW.An horizoptal siding • • window. • • • • Installation Instructions **a:** • • • FL20359 R2 II SS -Series MG-3Q0•allum Horizontal Sliding ; goo* ; IW ndow(�j1j)-2017 DWG W16Q$,p�f • • • • • • • Verified By: Javad Ahmad PE # 70S?L • • s : • • Created by Independent Thirdo%pt4r sYes • • • • • • • • Evaluation Reports • • • • FL20359 R2 AE SS -Series MG-300 Alum Horizont '. ing • Window(;MI) -PAE 2017.2df • • • • Created by Independent Third4arty: `Ies • • 000000 • • • • • •- • • • • • • • Nr , Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 650-487-1824 The State of Florida is an AA/EEO employer. QQRylight 2007-2013 State of Florida, :: Privacy Statement :: Accessibility Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. }Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here_. Product Approval Accepts: M ® --- Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD.1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW Maximum Width: 126"(XOX) 96"(XO) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W16-26 FL 20359 Date: 01/08/2018 This product complies with the High Velocity Hurricane Zone (HVHZ) testing reuitereInts. '..'.' The above maximum parameters do not occur simultaneously. :00:9: See installation drawings for combination of span vs loads. ; Comparative analysis used X Yes No •• .". Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT Sealed by ASTM E283 Air Infiltration Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Leakage Laboratory, Inc. ASTM E331 Water Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. OR ASTM 547 & TAS 202 Penetration Laboratory, Inc. ASTM E330 Uniform Static Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory, Inc. ASTM F 588 Forced Entry Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Laboratory, Inc. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory, Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: �. �Pp 'A/{tq .••• NO 70592''- Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 ` S SS�OrygIE�.` ealed: 1/12/2018 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroogCDafceng.com r AL-FAROOQ CORPORATION �y r CONSULTING ENGINEERS & PRODUCT DEVELOPMENT January 12, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 00*0 1940 North Monroe Street, Suite 90 '..••' Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series MG-300 Aluminum Horizontal Sliding Window (L.M.I. and S.M.I.j••••� Certificate of Independence ":": •' • Dear Sirs, : • As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the prbAL1c1: refer4encsd .0 above, I do hereby declare that I do not have and will not have any financial interest irtIrty company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, "S'VJj r\,�C E KS�y.•.. NO 70592 S9'• ST * OF •41 T '0�F' Sealed: 1/12/2018 '14, /0 N A, Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroop@afcens.com 74' (2) ADDL. ANCHORS WINDOW WIDTH SEE CHART ON SHEEP 4 ( ANCHORS TYP. ENDS 6' MAX. A4 MTG. STALE 4' O.C. A urAn Vtl1I _ --�AT S u n J 11 11 _ 11 II 11 II 11 II - 32 3/8" 32 37 89 3/4- WINDOW WIDTH (4) ANCHORS 8, MAX AT MTO. STILE ENDS A AT 4' O.C. ,u no FALSE MUNTINS (2) ADDL ANCHORS Z qQ iSEE CHART 0 (SURFACE APPLIED) ON SHEET 4 (4) ANCHORS - h N MAY BE USED 6• MAX.r T WIG. STYE ENDS 2 u HEAD/SILL A -_�AT 4' O.C. FALSE MUNTINS j 6 CORNERS 8 (SURFACE APPLIED) a+ I NSA MAY BE USED C 7 C D II II Ir E < 7 7 11 II II -77 7 � C UL �1 it I� Y1I OOOO 1 tl I m 43 3/8- 43 3/8- m rt D.L. OPG. D. L. OPG. -v w 48 3/16- TYPICAL ELEVATIONS N in TESTED UNITS VENT WIDTH THESE WINDOWS ARE RATED FOR LARCE AI SMALL. MISSILE IMPAACT. OD ,SERIES MG-300 SHUTTERS ARE NOT REQUIRED. - AT UMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER c -r CHARTS SHOWN ON SHEETS 4 & 5. m HEAD/SILL 8 ------ �� CORNERS i' n 11 �r---- -�Ii- C D u u u 7 II It SSS J\ a II _ u II „ 11 II II B 32 3/8' 48 1/8� D.L. OPG. D. L. OPG. 37 3/16' VEM WIDTH APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER _ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL A) WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AHD TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (BTH. EDITION) FLORIQA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS 3y TO THE BUILDING STRUCTURE - _ m ANCHORS SIWl 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 �; %9ED V [t4 0: AWAOIS Pe.WOQO &LY. ALL SHIMS TO BE HIGH IMPA@r,,,NON-METRLLIC M0 NON-•OMPRE96BLL IIALS INCLUDING 13UT NOT ,�V*S�SD DIS,�.• INTO FTE MREGUREMENTS OF E & ST THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY AY! OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING MOUND OPENING FOR An WATER INFILTRATION RESISTAhi9E E1Q • • • • • • • Z CONDITIONS NOT SHOWN RN THIS DRRWM ARE•T09SE ANALYZED S&AF*FELP • 7G AND TO BE REVIEWED III ILDING 4bMCW.. • • • • f • MANUFACTURER'S LABEL WLV BE WQATED 0* A QEADIIY yISI81.E L • •OCpj10N• • IN ACCORDANCE WITH SECTION 1709*.3 OF FLOINDA BUIWING COD` • • LABELING TO COMPLY WITH SECTION 1709.9.2. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETALED ON THIS DOCUMENT. 0- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. C-SITE ENGINEER OR PROJECTS SIIALL BE PREPARED MO A FLORIN DRD (E.RED flCI11 TH OR ARCHITECT WHICH WILL BECOME THE ENSIB ER FOR RECORD ROPE ) 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 SWLL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS- FOR RENEW. - D-THIS P.E.O. SWILL BEAR THE DATE AND ORIGINAL SEAL AND SCNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #20359 ````L11111 III NrrrA'i •� Jam•-'w!��, NO.7DSo2 *'- drawing no. W16-26 111 7/8' wMDOW WIDTH "1 m (4) ANCHORS ; 6' MAX. AT MTO. STILE ENDS Z HEAD/SILL A AT 4' O.C. FALSE MUNTINS ''___�� CORNERS 6 - (SURFACE APPLIED) �T j �� MAY BE USED > $66$ C 7 Z It ZZ S 1 II B 32 3/8' I 32 3/8' 32 3/8' D.L. C D.L. OPG. D.L. OPG. m 37 3/16' 37 3/16' VENT YBDTH VENT wwTH UJI to 127 5/8' �M a "iy�S NTWS M 01 0 APPLIED) I O: N W �1 USED w K' O C U V n -- H O O • N0.70682� d d ••• • ••• • • • • • • • • • • • • • • • • • �� •'•. drawing no. .. D� •: W 16-26 37VEN/16 VENT MOTH • • .. TYDICA L EI�MOTH•Ei/ATIONS • • • • • FL #20359 ��NAI\�` • • FL UNITS /f 1111111111 sheet 2 O(1O Cn.InH' 111917n1R MU or WINDOW w1DTH AY �� 8" MAX. MEAD/SILL A A(TCSTR.ES AT 4' O.C. FALSE (SllRFACE CORNERS 8 --- ------ MA Y BE J L II II It 11 II 11 C 7 m � o V II II b � � `✓ � u u F1- m � -'� I I 11 II t-__�G__ II II II II 11 II 11 I I 9 P 8 32 S/8' 48 1/8' 32 3/8` L. OPG. D.L. OPG. � D.L. OPG. 37 3/16' 37 3/16' � • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/$- HEAT STREN'D. GLASS 090' Intedayer Trosifol PVB By 'Ku ray America, Inc.' 1/8' HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ON UTES 29 WIDER THAN 36. ONLY GIASS TYPE 'A' 5/16" OVERALL LAM. GLASS 1/8' TEMP. GLASS 1/4' AIR SPACE L 'AT STREN'D. GLASS rloyer VB oyAmerica• Inc.' HEAT STREMD. GLASS SILICONE DOW 795 i !'I AT 1/4 P/ S 29 ALL SIZES CUSS TYPE 'AI' - 11/16' OVERALL INSUL LAM. GLASS ...- 3/18' HEAT STREN'D. GLASS 090' Interlayer Tros8ol I \ �By 'Kuraray America, Inc.' r-3/16' HEAT STREN'D. GLASS . /4 POINTS ON UTES �.--Y9 WIIDDER�THA�N 38' ONLY Ci.AST c TYpE 'R"� 7 16' OVERALL LAM. W-n 1/8- TEMP. GLASS 1/4' AIR SPACE 3/16' HEAT STREN'D. GLASS 090' Interloyer TresNd PVB By 'Kumroy America, Inc.' 3/16' HEAT STREN'D. GLASS W SILICONE F� DOW 795 22 i! iI d it AT 1/4 POINTS _ 000 29 ALL SIZES GTeRS TYPE 'Bl' 7/8' OVERALL INSUL LAM. GLASS --- GLAZING OPTIONS 1 /4" AIR SPACE CONcIc'ITNG OF: 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEW 3/16- HEAT STREN'D. GLASS .090' Interlayer merica, Inc.' EAT STREN'D. GLASS ILICONE OW 795 i POINTS ON UTES HAN 36' ONLY GLASS TYPE I 7/16. OVERALL LAM. CLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16' HEAT STREN'D. GLASS 090" Interlayer SentryGlos By 'Kura, Americo, Inc.' 3/18' MEAT STREN'D. GLASS SILICONE DOW 795 9 AT 1/4 POINTS 29 ALL LL SUES GI_e cc TYPE 'Cl' - 7/8' OVERALL INSLIL. LAM. GLASS -- •• ••• • • • • • •• •• ••• •• • • • • • . . •. • ••• • • • • • • . . .. ••• • • •• •• •e• • • • • . • • • • • • • •• ••• • • • • • • • • ••• • •• • • • • • ••• • • • •• •• • • �00 AH. �;zi�pq" �� Y; ''JCENBF'•.�CJ i b I No. 706Y2 * a 8 A drawing no. W16-26 FL #20359 'SS��NALL�`•hest 3 of 10 Sealed: 1/12/2018 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPES I GIA35.TYPB3 I GLASS TYPES 'A' ✓k '11' f 'BIJ _ 'C' J< 'CI' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) GLASS tYP14W CLA35 TYPSR GLASS TYPES DIMS. I A' A: 'A1' B' ! 'BI' 'C' Q 'CI' 37" $0.0 80.0 80.0 80.0 90.0 140.0 1 36" ao.0 80.0 eu.0 - w.� ,«+.v 53-1/8' 8f1.0 80.0 60.0 80.0 90.0 140.0 48" 80.0 80.0 80.0 50.0 90.0 140.o 83" 20" 80.0 50.0 80.0 50.0 90.0 140.0 60 24" 80.0 30.0 a0.0 BOX 90.0 140.0 74' 50.0 80.0 80.0 80.0 90.0 140.0 72' 80.0 50.0 80.0 80.0 90.0 140.0 84" 80.0 80.0 80.0 80.0 90.0 140.0 84' 80.0 $0.0 80.0 80.0 90.0 140.0 98• 80.0 80.0 90.0 140.0 96' - - 50.0 80.0 90.0 140.0 26-1/2• 80.0 80.0 80.0 80.0 90.0 140.0 24' 80.0 $0.0 80.0 80.0 90.0 140.0 37" 8o'o $0.0 $0.0 a0.o 90.0 140.0 W. 80.0 80.0 80.0 80.0 90.0 140.0 53-1/8' $0.0 BO.o 80.0 80.0 90.0 140.0 4a' 80.0 80.0 80.0 80.0 90.0 140.0 63' 38-3/8' 80.0 50.0 $0.0 80.0 00.0 140.0 60 36" $0.0 1.0 80.0 80.0 90.0 140.0 74" 800 50.0 80.0 80.0 90.0 140.0 72' 80.0 50.0 50.0 80.0 90.0 140.0 g4• 80.0 80.0 80.0 80.0 90.0 140.0 84' a0.0 80.0 a0.0 a0.0 90.0 140.0 96, - - eo.o 80.0 20.0 140.0 96" - - 50.0 80.0 90.0 140.0 26-1/2' 80.0 30.0 60.0 80.0 90.0 140.0 24' 80.0 80.0 80.0 80.0 90.0 140.0 37" 80.0 80.0 80.0 80.0 90.0 140.0 3a' 80.0 80.0 60.0 60.0 90.0 140.0 53-1/8" $0.0 80.0 80.0 80.0 90.0 140.0 48' 80.0 $0.0 80.0 80.0 90.0 140.0 63• 50-5/8" 80.0 80.0 80.0 80.0 90.0 140.0 60' 48" 80.0 80.0 80.0 80.0 90.0 140.0 74' 80.0 80.0 D0.0 80.0 90.0 140.0 72' 60.0 80.0 a0.0 80.0 90.0 140.0 84• 80.0 80.0 60.0 80.o 90.0 138.7 84" 80.0 SO.0 60.0 80.0 90.0 140.0 96' - - 80.0 80.0 90.0 121.4 96' - - 80.0 80.0 90.0 128.0 26-1/2' 80.0 80.o 60.0 eo.0 90.0 140.0 24' 80.0 e0.0 80.0 80.0 90.0 110.0 37.L 80.0 a0.0 80.0 90.0 90.0 140.0 3e• 60.0 BO.o 80.0 80.0 90.0 140.0 53-1/8: SO 90.0 aO.O' 60.0) 90.0 140.0 48 80.0 80.0 80.0 80.0 90.0 140.0 63' �✓ 80.0 80.0 80.0 90.0 90.0 140.0 so' 60' 90.0 80.0 80.0 80.0 90.0 140.0 74' 80.0 60.0 80.0 80.0 90.0 126.5 72' 80.0 80.0 80.0 Bo.O 90.0 136.5 84" 80.0 80.0 50.0 $0.0 90.0 111.5 64 B0.0 80.0 80.0 80.0 90.0 117.0 96" - - - - 90.0 97.5 9a' - - - - 90.0 102.4 26-1/2' - - 50.0 80.0 - - 24' - - 60.0 80.0 37" - - 50.0 80.0 - - 36' - - 80.0 80.0 53-1/8' 74' - - 80.0 $0.0 - - 48" 72" - - 80.0 80.0 - - 63' - - 80.0 80.0 - - 60' - - 50.0 80.0 74• - - 80.0 80.0 - - 72'84 96• 50-5/8' - - - 90.0 140.0 96" 4a" - - _ = 90.0 140.0 74' - - _ _ 90.0 140.0 72' _ _ 90.0 40.0 84' 63' 90.0 .132.7 84" 90.0 1 140.0 90" - - 90.0 - 125.0 96" - - - 90.0 128.0 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF Bi u (XO OR OX SIZES) (XO OR OX SIZES) �� N TYPES GLASS TYPES GLASS TYPES GLASS TYPES m FRAME DIMS. 'Bl' 'C' A: 'CI' FRAME DIMS. 'B' • 'BI' 'C'i'CI'V ATLH HDGHT IHT.(-) DO.(+) 94T.(-) WON HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-)55-1/2" 50.0 90.0 140.0 54"$0.0 80.0 20.0 140.09-11/16 28' 83' FB' 80.0 90.0 140.0 80.0 80.0 90.0 140.0a3-1/4' $0.0 90.0 140.0 80.0 $0.0 90.0 140.094-1/4' 72' 81' 1 90" 24' 80.0 90.0 140.0 80.0 $0.0 20.0 140.0. 80.0 90.0 140.0 80.0 80.0 90.0 140.0 9-11/16 80.0 80.0 90.0 140.0 1 54" 50.0 30.0 90.0 140.0 83-1/4' 63" 80.0 80.0 90.0 140.0 50.0 1 50.0 1 90.0 140.0 a0.0 80.0 90.0 140.0 50.0 aO.0 90.0 140.0 94-1/4' 72' al" 36" t g 55-1/2' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 $0.0 90.0 140.0 80,0 80.0 90.0 140.0 w-11/le 9o- Q Ya 83-1/4' 50-5/8' _ 80.0 80.0 90.0 140.0 54' 50.0 80.0 90.0 140.0 80.0 80.0 90.0 121.4 80.0 80.0 90.0 140.0 94-1/4' 63" 72" 46' s� 8 a51 :E 55-1/2" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 90.0 80.0 90.0 1 111.5 90.0 80.0 90.0 1 140.0 '9-11/18 63' 61' 80.0 $0.0 90.0 1 27.5 80.0 00.0 90.0 140.0 .-. Z 53-1/4' 90" 70.9 93.5 54' 80.0 80.0 90.0 140.0 55-1/2" 19-11/16 74• 00.0 80.0 80.0 80.0 02.2 86.4 63' a0.0 80.0 90.0 140.0 v 72" 60" 80.0 $0.0 90.0 140.0 Y 81' 80.0 80.0 90.0 117.0 Z y: 90, - - 90.0 102.4 i rt 54' 80.0 60.0 90.0 140.0 W �` 63' 72• 80'0 80.0 80.E 111.9 N 10 72' 80.0 80.0 69.4 96.4 'oMa 3 l}may I N O �aD3� OPERATING VENTS TO BE 1/4 T 113 OF THE WINDOW WIDTH Q (1/2W) OPERATING VENTS TO BE �XO_OR-OX' (1/2W) 1/2 OF THE WINDOW WIDTH i • NOTE: • • • • • GLASS CAPA ES ONO THIS BASED ON A1•E13a0-OS INSOCOMMICSION DECLARATORY 9fAND ATEMLkJT DCAO • • • SFEEq (3 E J-DEC�119 • • • • • • • • • • AR • • • • • • • f • • • • • • FL N0.70602 A #20359 At 1�11`'�`` co�Io� immnlA b § drawing no. sheet 4 of I Q • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. CLAN TYPES B. k 11' GLASS TYPES 1, 'CI• WIDTH HEIGHT EXT.(+) TNT.(-) EXT.(+) INT.(-) 74• 106-1/4- 111 • 128• 26, $0.0 80.0 20.0 140.0 80.0 80.0 90.0 140.0 80.0 1 80.0 90.0 140.0 90.0 T 6o.0 90.0 140.0 74' 108-1/4' 111' 36-3/a' 80.0 60.0 90.0 140.0 E. 80.0U1,0 a0.0 80.0.0126• $0.0 80.0.074• 80.0 80.0.0106-1/4' 60.0 80.0A'.A-6/8'111' B0.0 80.0.0126• 80.0 80.0.7 74• Lob-i/4• i11•$0.0 126' 1, 80.0 80A 80.0 80.0 80.0 JH 80.0 $0.074' 106-1/4' n r 1ze• 74' 80.0 80.0 80.0 80.0 90.0 80.0 - - so.o 1 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES B' t 'BI' GLASS TYPES 'C' k TV WIDTH I HEIGHT EXT.(+) TNT.(-) EXT.(+) 72- 84• 96' 108• 120' 24• 80.0 80.0 90.0 140.0 8D.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72• 84' 96• 108• 120• 36. 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 60.0 90.0 140.0 72- 84• 96' 108• 120• 1. 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 W.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 90.0 90.0 140.0 72• 64• 26, 109• 120• 6o• 90.0 90.0 90.0 140.0 BOA 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 136.E $0.0 80.0 - - 72" 94- 96' 108• 120' 72• 80.0 80.0 - - 6o.0 80.0 - - 80.0 80.0 80.0 - - 80.0 80.0 - - (1/3W) (1/3W) (1/3W) Tj �i OPERATING VENTS TO 13E 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' k .11. GLASS TYPES 'C' k 'Ct' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74' 106-1/4- 111, 126' 26• 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 30.0 90.0 140.0 80.0 80.0 90.0 140.0 74• 108-1/4' 111' 126' .1-3/1' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 B0.0 80.0 90.0 140.0 80.0 80.0 - - 74' 106-1/4- 111• 126• 50-6/8. 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 80.0 50.0 - - 74• 106-1/4• 111' 63• 80.0 80.0 90.0 140.0 80.0 80.0 - - 80.0 80.0 - - 74' 106-1/4' 74. 80.0 80.0 _ _ 1 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) FRAME DIMS. GLASS TYPES 'B' k '91' CLAN TYPES 'c. t TV WIDTH HEIGHT OR.(+) INT.(-) EXT.(+) INT.(-) 72' 84' 96' 108• 120• 24' 80.0 80.0 90.0 140.0 $0.0 80.0 90.0 140.0 80.0 80.0 20.0 140.0 80.0 80.0 90.0 /40.0 80.0 80.0 90.0 /40.0 7Y 94' 96• 1 D6• 120• 36' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 60.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 72' 84• 96' 108• 120' 4E' 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 30.0 60.0 80.0 - - 80.0 $0.0 - 72• 1. go* 108• 1 zo• 1. 80.0 30.0 - - 3D.0 80.0 - - 60.0 80.0 1 - - 80.0 80.0 - - eo.0 eo.0 - - 72• N' 96' 108' 72' 80.0 eo.o - - 80.0 60.0 - - 80.0 50.0 _ _ 80.0 80.0 - - -0 a- OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH XOX, see • •• • • • • ••• • •• ••• •• • • • •• NOTE: •• ••• • ••• • GLASS CAPACITIES ON THIS SHEET ARE • • • • • 0041 • • BASED ON ASTM E1300-09 (3 SEC. GUS" • • • • • • • • • • AND FLORIDA BUILDING COMMISSION • • • • • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • • • • •• •• • • • •• •• FL #20359 ng `1�ttuunlu,,. No. 71169Q d ! b drawing no. W16-26 cheat 5 of 10 Sealed: 1/12/2018 0 m III FOR SPACING TYPICAL v l Fr---------------- -i� �� METAL 1 F.B.C. APPROVED I STRUCTURE II MULLION h MULLION ANCHORS II '� I� SEE SEPARATE APPROVAL �1 I Z q 0 h J EDGE DIST. 1 Z (Qp i TYPICAL ANCHORS TYPICAL ANCHORS o SEE SEE ELEV. FOR SPACNG FOR SPACING SPAC A6 LL T =�_ I WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM � J Z — AND TRANSFER THEM TO THE BUILDING STRUCTURE. ANCHORS• !i li WEEPHOLES: . SEE ELEV. FOR SPACING (JXA—DIA_ ULTRACON'BY'ELCO"(Fu-177 KSI, Fy-155 KSI) 6 v W1 = 1' X 1/4' WEEPHOLES AT 2-1/4' FROM EACH END WOOD INTO 2BY WOOD BUCKS OR STRUCTURES W2 1-3/I X WEAFFLE S AT 5-1/2" FROM EACH 1-1/2' MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) PLASTIC END WITH PLASTIC BAFFLE ITHRU iBY 8UCKS.INTO-CONC._OR"BLOCKS .Z! SEMANTS: 1�1'/4'-MIN-EMBED INTO CONCRETE (HEAD%S1Ll./JAMBS) 111/4' MIN. EMBED INTO BLOCKS (JAMBS)j— �c N ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT — - Q M W AT EACH END AND INSTALLATION SCREWS IN SILL SEALED DIRECTLY INTO CONCRETE OR BLOCKS WITH ALUMINUM COLORED SEALANT. 1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) LZ i W 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) Z I, I; SIMS OR S F-DRI I IN SCREWS (GRADE 2 CRS) o #14 . , p INTO F.B.C. APPROVED MULLIONS w moo M OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS i i' ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) r r STEEL: 1/8' THK. MIN. (Fy = 36 KSI MIN.) i 1 !t It (STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) to !! !! 9 CRITICAL EDGE DISTANCE c INTO CONCRETE AND BLOCKS. a 2-1/2" MIN, INTO WOOD STRUCTURE - 1' MIN. n t♦ t5 to INTO METAL STRUCTURE = S/4" MIN. a w2 a ^- -•- - WOOD AT HEAD, SILL OR JAMBS SC 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc 3000 PSI ANN. w . s • ••• • • • • •• C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. w sb • w1 • • • ,- • • • • • • • `11111111111/1r�/ wt 11� aF''•., 4 _ No.70M �, �• " drawing no. C .1 C ♦�1 � p � •. `• wGGO B4GK • • • • � - + • • • • • • '�i� •'• 9�''•'• \`�� TYPM.V. ��• ANCHORS SEStLLEYt • FOR SPACING • •• • • • • • • • • V—GV FOR SPACING EDGE MST. FL #20359 llAL , c--lIJ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4,u 1 VENT MUM 1/4- MAX. - 1/4' MAX. SHIM 2S O O O SHIMS •j 'd j B 7 4 TYPICAL ANCHORS SEE ELEV. a O 4f D.LO. 24 OPTIONAL TO SPRING LATCH FOR SPACING S 1 1/2- _ - _ _ - 1. 4/4' yyyNFi��I I 27 G M e 17 F 4 D.L OPG. W EXTERIOR lay o WOOD BUCKS WINDOW WIDTH J Z TYPICAL ANCHORS XO LAYOUT 0 SEE ELEV. FOR SPACING OX OPPOSITE g 1/4' MAX. VENT WIDTHN co ND SHIM © O 25 1/4- MAX. as a M 9 SHIMS .Q ANCHORS .0 o D.L.O. 7 24 OPTIONAL TO SPRING LATCH D.L.O. e STYPICAL U. 3 Z Y! METAL STRUCTURE 4A f 1/4 $ N _j LAI j a0 55 li� 19 1927 - lay u u 4 WOOD DUCKS .a a D.L. OPQ —` _ _. 'si • o WINDOW WIDTH TYPICAL ANCHORS • • • • • • • • • • • • L SEE ELEV. FOR SPACING XOX LAYOUT • • • • • • • • • • • • • • • • • \\\111111e1 �r/N/7/ • • • • • • • • \\ J�A�i o " • • • • • • • .70502 drawing no. • • • • • • • • • • •'•, 8T • • • • 00 • ' • • • • • • • • • • •• f, •.• ` ��iiS�A1j11`;``\ • • FL #20359 sheet of 10 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • METAL s, TYPICAL ANCHORS SEE ELEV. FOR SPACING F.&C. APPROVED MULLION k MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING SHIMS MS S ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING a TYPICAL ANCHORS SEE ELEV. - FOR SPACING a ALT. • • • • • • • • • INSTALLATION DBgAILS•WifH FbUSH• FR;MH AVII;TER . . .. . . .. . . . ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • Na 70692 • drowing no. FL #20359 ''iS,, NALIIIIIIAAA```\ ah•et a of 10 Sealed: 1/12/2018 2.848 --j 1.189 .az1 7313 1.496 1.302 082 3.183 oat TYP. Q VENT TOP/BOTTOM RAIL 1.189- LI.439—�2.405= (1) FRAME HEAD (2� FRAME SILL .062 .528 .250 1.345--I Q SILL TRACK FRAME JAMB 062 �P. F42 1.IN 1.531 O JAMB STILE 2.40a sa 1.189 � 1 L- 1.SS1 0 VENT INTERLOCK PYBY PART / QUANTITY DI38CRLPTLON MATERIAL MANF./BUPPLM/RBMAM 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAME Set 6063-T6 - 3 MG302 1 SILL TRACK INSERT 6063-1`6 - 4 MG3G3 AS REDD. FRAME JAMB 6053-Te - 5 MG212 AS REOD. FLUSH FRAME ADAPTER W63-TS - 8 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 M0304 1/ VENT JAMB STILE 6063-To - 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-TO - 10 MG20e AS REOD. GLAZING BEAD (5/16' GLASS) W63-TS - 1OA MG209 AS REGO. GLAZING BEAD (7/16' GLASS) 6063-TS - 1GB MG210 AS REOD. GLAZING BEAD (INSUL LAM. GLASS) 6063-T8 - 13 MOs03 AS RTEOD. ADD -ON SRI RISER 6063-T6 - 14 MG321 4/ VENT ROLLER HOUSING k WIDE CELCON 15 MG322 2/ VENT ROLLER BRASS 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 1 010 X 1' AS REDD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 110 X 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS 19 W222322 _±L REOD. FIN SEAL W'SiWPPINC - LLLTRAFAS 22 E202 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAS 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4' FROM EACH END ZAMAK SULLIVAN & ASSOC. 24A /8 X 5/8' Z/ LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 MG211 2/ VENT SPRING LOADED LATCH 6083-Ta ALTERNATE TO 25A - 1/ LATCH LATCH SPRING ST. STEEL -SWEEP -LATCH - 2e - 2/ WOW. HI -FLAW WEEPER - PREFERRED ENGINEERING PRODLICTS 27 - 1/ VENT 5/16' BOX SCREEN - olmoNAL 28 - AS REGO. SILL INSERT, 2' LONG 6063-T6 AT MTG. —LE LOCATION 29 AS REDD. I SETTING BLOCK AT 1/4 POINTS EPOM DUROMETER 80t5 SHORE A 2.544-7 .660 .0a2 .500 188 1. 409�7;0462 ..1�9 L t3ADD-ON SILL RISER .0944L 1.969 2.786 Q FIXED MTG. RAIL _ �'-.125 S00 8 2 1.000 Oat 1.122 • • • • • • • • • Q FLUSH FRAME ADAPTER ®• SILK S • • • • • • • 'TI • • a�e1 �.oso . ••• • 5 . • • • t—�•.•i •• • 8.078 1.421 •5a3.458F-.134 ea5 .oso 00850 1.029 L • • • • • • • 1.096 F-1.D9 • • • Op8 • • • • • • O SPRING LOADED LATCH GLAZING BEADS • No.70BB4 drawing no. '�sS i��`.`�` W 16-26 FL #20359 �., ;ONAtlim1�AA� (sheet s ofln1l Sealed: 1 /12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I �a FRAME TOP CORNER z $ J ? � VENT TOP/BOTTOM CORNER Z 00 -V W�♦♦ 00a j 3 Y i Z lya� � O J 1 ° 0 0 •• • •• i'RAYEktOM•CORNER ``��11111111/rr�r� ,e •• ••• • . • • • • • • • • • • • • �� •, drowirg no. FIXED MTG. RAIL CORNER • • • • • • • FL #20359 Sealed: 1/12/2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �' �•.iJ1111"tJ l`►% � � � *� W,�:rL u�►7�i � � ±��I�� +w BCIS Home Log In I User Registration Hot Topic I Submit Surcharge Stats & Facts I Publications Contact Us I BCIS Site Map Links i Search Appro val �� door USER: Pubic User Product Agoroval Menu > Product or Application Search > Apnhcation List > Application Detail FL # FL26351 Application Type New Code Version �2017` Application Status Approved, Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Yiping Wang mcy@mcyengineering.com Augusto Arias 8120 NW 84th St Medley, FL 33166 (305)470-8284 aarias@mrglasswindows.com Windows Foxed' •••••• •• • •••••• • • • • • • • • • •••• • ••••• •••••• •• • ••••• •• •• •• • •••••• • • • • • •••••• •••••• •• • • •• • • •••• 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 Yiping Wang Evaluation Report Florida License PE-55983 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Sifu Zhou, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL26351 RO COI c Prtificate of Independence 55.E Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Sections from the Code Year 1994 1994 1994 Product Approval Method Method 1 Option D Date Submitted 02/14/2018 Date Va!idated 02/26/2018 Date Pending FBC Approval 02/26/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description 26351.1 Series MRG-400 Fixed Window - LMI Series MRG-400 Fixed Window - Large Miss:!e Impact. L - - Limits of Use Installation Instructions Approved for use in HVHZ:,Yes, Fl 26351 RO II MRG-400 FA DRWS 02.20 SS.pdf Approved for use outside HVHZ: Yes Verified By: Yiping Wang FL#55983 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +52/-100 Evaluation Reports L Other: FI 26351 RO AE Evaluation ReRert 5S.p�1f Created by Independent Third Party: Yes #fee• 000000 •• • •••• • Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1i26 ' • • ' •••• •• • •••••• The State of Florida is an AA/EEO employer. CQRyight 2007-2013 State of Florida.:: Privacy Statement :: Acce<rlsliM.•6•aaemen I :: Refun• Statement • • Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a ppAPtq.tords requ If end electfonic • mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 8'l0�417 J15. "Purs rtt toy on 455.2j%(V• • Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with a S a address if ey have one. The ema • provided may be used for official communication with the licensee. However email addresses are public record. If you do+gt#416 V supply a p•%ony address, pie" • • provide the Department with an email address which can be made available to the public. To determine if you are a licensee under chapter 456, FS• please click here . Product Approval Accepts: • 40*000 ®® dhck®+•••� • •• •••••• • • • • Credit Card Safe 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 PRODUCT APPROVAL EVALUATION REPORT Product Manufacturer: Mr. Glass Doors and Windows 8120 NW 84TH ST Miami, FL 33166 Product Name/Model & Description: Series MRG-400 Fixed Window Fixed Window — large missile impact Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with the Code noted herein and is, for the purpose intended, at least equivalent to that required by t4eaGode, in accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation tb1•4t prod**:fall be ••••• required following applicable Code modifications or revisions. • 00 Code: 6th Edition Florida Building Code (2017), inclusive of all Supplements effectivE639bfthis rebw4% • • date. ...... .. ..... • . Compliance Method: 61G20-3.005 (1)(d) —Evaluation Report from a licensed Profesven joingineer •• . • . . •.•.•• .•�..• Product Description: Product Approval Drawing #AD18-01, prepared by MCY Engi�ee�in�, Inc.! signed and:..••: .. • . of . • sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report. •••• Limitations & Conditions of Use: This product has been evaluated for use inside and outside of the HVHZ (High Velocity Hurricane Zone) • Impact Resistance: Large Missile Impact • Refer to Product Approval Drawing noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Other load limitations applicable to the product, if any. o Overall dimensions and material/grade of main product components, accessories, etc. o Illustrated diagrams of the attachment of the product to the structure. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSULTANT F: 305 279-6818 Test Reports: Mandatory Tests (Tested in accordance with AAMA 501) Test Lab Report Number Test Report Date Test Standard & Description Fenestration Testing FTL-9147, signed 01/24/2017 TAS 201 (large missile impact) Lab. — Medley, FL TAS 202 (uniform static test) and sealed by TAS 203 (cyclic wind pressure loading) Idalmis Ortega, PE, ASTM E283 (air infiltration test) ASTM E331 (water infiltration test) FL #76905 . Engineering Analysis: The following engineering analyses and/or calculations have been." �r� or ' d: • No comparative analysis has been performed for conditions other than those tested.... • • No rational analysis has been performed. 6*069 • Anchor calculations are based on manufacturer's published anchor capacity, anchotTjdtfc, of •• •• Acceptance by Miami Dade County. • Q �ti 8 8 •• �i . . • �.0 ... . FEBRUARY 9TH, 2018 2 8501 SW 124th Ave. Ste. 205A Miami, FL. 33183 MCY ENGINEERING, INC. P: 305 271-0117 GLAZING CONSt 1L rANT F: 305 279-6818 February 9, 2018 Product Approval Administrator Codes & Standards Section Florida Department of Business and Professional Regulation 2601 Blair Stone Road Tallahassee, FL 32399 Ref: Series MRG-400 Fixed Window — L.M.I. .... . . .... ...... Certificate of Independence • • • •; • • ......00 9• 0 Dear Sirs, ...... .... • 66VO As the structural design engineer retained by Mr. Glass Doors and Windolo!$p; the •��• • product referenced above, I do hereby declare that I do not have and wil; nol have financial interest in any company manufacturing or distributing the above 16fer2ncec3 • • • • • ...0 product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product and also that my company is not owned, operated, or controlled by Mr. Glass Doors and Windows in any way. H, 2018 MR. GLA55 DOORS AND WINDOWS, INC. SERIES MRG-400 FIXED WINDOW LARGE * SMALL MISSILE IMPACT DRAW NG5 INDEX SHEET TITLE CONTENT REV. DATE 01 02 COVER GENERAL NOTE5 AND IN5TRUC' ION5 E I WINDOW ELEVATION_ 03 G I GLA55 CAPACITY CHART5 04 D I WINDOW DETA'5 05 Al ANCHOR OPTION5 OG A2 ANCHOR OPTION5 07 BOM BI_L OF MATERIAL5 Ob Ito I A55EMBLE DRAWING5 GENERAL NOTE5: - THI5 PRODUCT HA5 BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENT5 OF THE GTH ED-TION FLORIDA BUILDING CODE (20 1 7) INCLUDING HIGH VELOC TY HURRICANE ZONE (HVHZ). - WINDOW5 RATED FOR LARGE M1551LE IMPACT. IMPACT 5HUTTER5 ARE NOT REQUIRED. - THE5E WINDOW5 ARE APPROVED FOR AIR AND WATER INFILTRATION. ANCHORS 5.1ALL BE A5 LISTED, 5PACED A5 SHOWN ON DETAIS ANCHOR EMBEDMENT TO BA5E MATERIAL 5HALL BE BEYOND WALL DRE551NG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT 5HOWN IN THESE DETAIL5 ARE NOT PART OF TH15 APPROVAL - MATtRIAL5 INCLUDING, BUT NOT LIMITED TO, 5TEEUMETAL 5CREW5 THAT COME INTO CONTACT WITH OTHER D1551M.:AR MATERIAL5 SHALL MEET THE REQUIREMENT5 OF THE GTH EDITION FLORIDA BUILDING CODE (2017) 5ECTION A5 APPLICABLE METAL 5TRUCTURE5 NOT BY MR. GLA55 DOOR 6 WINDOW5, INK. TO BE DE51GNED TO SUPPORT THE LOAD5 IMPO5ED BYTH15 GLAZING 5Y57EM AND TO TRAN5FER 5UCH LOAD5 TO THE BJ.LDiNG MAIN STRUCTURE. - ULTIMATE LOAD OBTAINED FROM A5CE 7-10. MULTIPLIED BY O.G 5HALL BE LE55 THAN OR EQUAL TO THE MAX DE51GN LOAD IN TH15 DOCUMENT THE DESIGN LOAD5 5HOWN IN TI.15 DOCUMENT ARE ALLOWAB-E DESIGN LOAD5 INSTRUCTIONS: U5E CHART? A5 FOLLOW5. STEP 1 : LETEFIVINE DESIGN WIND LOAD RtUU:REMENT5 5A5EO ON WIND VELOC'TY, BLDG. HEIGHT WIND ZONE J5'NG APPLICABLE A5CE 7 0 5TANDARD BY A FLORIDA PEG15-EPED ENGINEER OR ARCHITECT STEP 2: 5EE 5HEET G I FOR GLA55 OPION5 AND CHART FOR APPROVED LOAD OF DE51UD FRAME 51ZE WI'H GLA55 OPTION5. 5TE" 3 APPROVED ANCHOR OPTIONS 5HEE 5 A 14 A2. ANCHOR SPACING 5EE 5HEET E I STEP 4. THE LOWE5T VALUE RE5ULTING FROM STEPS 2 AND 3 5HALL APPLY TO ENTIRE 5Y5TEM •• ••• • • • • • •• • •• • • • • ••'•*� • • • • • • • • ABAB FW AOiy� Atip a JYMBOLS _ D.L.O - DAYLITE OPENING F h. - FRAMc HEIGHT CTION NUMBER • • • • F.W. - WME WIDTH t • W • %'iTH• • • • T •4tfET NU��BER • • • y,YO *w, *ioU a • • • • ••• • • • • or • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • U Z �j O un.now of we n s vow f 12 Z 3 LL Z�Sti _ ...,.....s w Q LL µ ... g O t cc z reo,K.� N L7 m i C� t l DA RE MT owvie Npc. teen '. wsswvm FEBRUARY 20TH, 2018 I a = I 48" FRAME WIDTH FRAME FRAME FRAME Wt IDTH ~ WIDTH WIDTH 1 7/844 114" 1 7/8" D.L.O W. - w r w r w r U FAL5E MUNTIN5 2 LD A (5URFACE APPLIED)ui3 D, MAY BE U5ED w _ _ - MAX-J � 2 • ,s _ _— Z c cOLwq DI OPP. D, FRAME FRAME FRAME Z u ` lz bL- WIDTt WIDTH B p _ W z " U •— Z N ' C9 uOw �Ir J z� �0 �oV O z FRAM_E t FRAME u g 4 1 WIDTH I 1 W DTH � z 3 0 = os LD w = Z tL = 6" 141. o z�ti y Qs MAX z w o�� FIX7D WIKDOW ELEVA'ION, ALLOWABLE LOAD5 FOR ALTERNATE 5HAPE5 A5 51-1OWN to (TEST SIZE SHOWN) ABOVE OR 51N,ILAR CAN B. VERIFIED BY W5CRIDWG H rn i PICTURE WINDOW 5HAPE WITHIN 5OUARE OR RECTANGLE A5 w (7 m 5HOWN IN DOTTED LINE5 AND OBT!'N ALLOWABLE LOADS m FROM TH05E SHAPES. C i •• V1C•H •OR• LE4TH 4PIMtN510.4`1' CAN BE ORIENTED -,-7, ,.,_4�1 V"IC.#LYOR•IOWZOJiTAIg_Y :•55hOWN ABOVE. R�1Ylj/ 4 E1 • •• ••• • • ••• •• J i4t.n �i Npc... 2A37 �sewww • •• ••• • ••• • • i : t jZ ,., • • uu FEBRUARY 20TH, 2018 • • • • • • • • • • • • • • • • • • • • • • • •• •• 0.0 • •• •• ••• • • ••• • • E51G LLOAD CAPACITY - P5F 11 GN LL)AvLAl Hrr�� 11 - i ✓i (GLASS) (G55) ' FRAME SIZES GLA55 TYPE5 FRAME 51ZE5 GLA55 TYPE5 , AME FRAME G I k G i A G2 k G2A WIDTH HEwrT G I k G I A G2 k G2A IDTH HF'GHT PSF +/- P5.. _ I'N) ('N) +/- P5F I +/ 1-5F 30 65.0 00.0 1 1' 65.0 i00.0 - 36 F5.0 100.0 26 1/2 26 65.0 100.0 3/, G" HEAT 5TREN'D GLA55 r 3/ 1 6' HEAT 5TREN'D GLA55 42 65.0 100.0 37 65.0 100.0 0.090" PVB INTERLAYEP I 0.090" 5ENTRYGLA5 INTERLAYER 48 54 65.0 100.0 53 /8 65.0 -00.0 BY'KURARAY AMERICA, INC. BY'KUKAPAY AMERICA, INC.' - 54 55.0 89.0 19 1/5 65.0 100.0 3116" HEAT 5TREN'D GLA55 3/I 6" HEAT 5TREN'D GLA55 60 55.0 89.0 26 1/2 38318 65.0 00.0 _ 30 G5.0 100.0 37 65.0 100.0 11 WGLA5�5TYPUGZ 3665.0 I00.0 53 '/8 65.0 100042 65.0 100.0 i 9 1/8 65.0 i00.0 w (� z60 65.0 100.0 26 1/2 505l8 65.0 100.0_48 lD 1p5458.0 89.0 37 65.0 100.0 N - u W i GO 52.0 800 53 1/8950 30 65.0 (00.0 19 1 /8 65.0 f 00.0 036 65.0 1000 26 1/2 63 65.0 100.0 Z42 66 65.0 100.0 37 65.0 00O9 gU4g 650 00.0 53 I /8 59.0 90.0 GLA55 TYPE 'G ' 10 0 54 58.0 89.0 19 i 8 65.0 100.0 10 7/ 6' NOb'fNA'_ OVERALL 7/1 G' NOMINAL OVERALL 60 52.0 80.0 26 I/2 76 65.0 100.0 ;O 65.0 100.0 37 65.0 100.0 ul `- 36 65 0 100.0 I /4" AIR SPACE 3/ 16" HEAT 5TREN'D GLA55 I /4" AIR SPACE 3/1 G, NEAT 5TREN'D GLA55 42 72 65.0 100.0 f /8" TEMP. GIA55 0.090" PVB INTERLAYER I /g^ TEMP GLA55 0.090" SENTRYGLAS INTERIA R O 48 65.0 00.0 BY'KURARAY AMERICA, INC.' 1 BY'KURARAY AMERICA, INC.' Z 54 58.0 89.0 + 3/ 1 G" HEAT 5TREN'D GLA55 _ 30 65.0 100.0 / I 3/I 6" HEAT STREN'D GLA55 I 0 '6 65.0 I C0.0 ALUMINUM SPACER 1 3 w� / ALUMINUM SPACER 1 3 o Z 42 78 65.0 100.0 1w- 1 _ T I _ i 3 48 65.0 00.0 10 11 U Z ;30. .65 O; 100.0 S rn w 36 65.0 OC 0 42 84' 65 O 00.0 C� � �' 1 1 $ 0 y 48 65.0 100.0 9� 9 z p 30 65.0 100 0 m y i 36 90 G5 0 00.0 GLASS TYPE 'G I A' 12 GLA55 TYPE 'G2A' 12 W 42 65.0 100.0 30 65.0 I OC O 13/ 1 G" NOMINAL OVERALL 13/ 1 G' NOMINAL OVERALL y i 36 96 65.0 100.0 _42 65.0 100.0 • • • • • • • • t • • • 9•••�I�tr� 30 65.0 1000 • • • • • • • • • 36 102 650 00.0 • •• • • • • ••• • � 65• • • • • • • • • '�� r 20mw rtgq}sTRA!igy* i owwe 30 .0 100.0 ••• •• • • • •• 108 •• 9� 36 65.0 10(' 0 00 zaei7 1 Ab e�+ovw 0 114 111 65.0 100.0 1 C �• "" °"' 3 •• ••• NOTF*•• • • % �" ^•w :0. • GLA5�COMP1rS.NVISl1 �5TM E 1300-09'. • • a •O��` a�Is-o1 i • i • • 13 5E<y. GU5T5)� • • • i�F$ �'�' P�,V3 OF 9 • 8 FEBRUARY 20TH, 2018 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIN TYP. ANCHOR. FOR ANCHOR OPTION EDGE D15T. 5EE 5HEET A I t A2 i z CONCRETE � N WOOD BUCK fc = 3000 P51 MIN. (me. 1.1. Mo. CONCRETE fc = 3k5i MIN. IZ c w B DETAIL DI TYP. ANCHOR. FOR ANCHOR OPTION 5EE 5HEET A I E A2 i { i = B OPTION CONCRETE z i fc = 3000 F5i m �• •i i • i 0 •0 ��I TYP. ANCHOR. • • i 1�-• • • • • ♦f M Di_ T FOR ANCHOR ION SEE 5 EDGE D15T. EDGE 5 l 5HEET A E ��MF IN51J ATED LAMINATED GLA55 5HOWN. 0 • • • • CONCRETE 5UI35TPATE SHOWN. FOR GLA55 TYPE5 ARE .NTERCHANGEABLE • • • • • • • OTHER OPTION5 5EE 5HEET A I OR A2. 5EE PAGE G I FOR GLAZING OPTIONS. i• • • 0 • • • • • • • .: ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �RL U r - 2 F z Z W m W 0 Z_ p z u = J W - U f a= U z O 3 0 p$ z 3LL 3 i1> w LL a aFF N W B LU5H ADAPTOR p � F DI OPTION OFF w 5z N C7 m z ♦♦.�F�: WA��i�,1 ♦�� 'Qe. O 'S D 1 :� ,•'V�4 ry �G+k ono• a N0 �. 2D6T/ L tis sravm i R „A')14-01 �� $`4.. .. A� ♦♦ 4 O F 9 FEBRUARY 20TH. 2018 G OPP. D2 \ [GLA55 NSULATED LAMINATED GLA55 SHOWN. TYPES ARE INTERCHANGEABLE.EE PAGE G I FOR GLAZING OPTIONS. F 7 1 7/8" 1 /4" MAX. SH,M 2 I - 6 U T y 11 U 13 / I Z Z J AN�.HQP w q Ln I l ' 5EE 5HEET A2 i OZ z o g W L Z Z o w - w / FLORIDA APPROVED MULLION AND MULLION f 12 4 8 3 ANCHO.Z5 SEE 5EPARATE APPROVAL 10R. 10R v �ivry 5EE 5HEET i I I I 1 7/8' U Z_ C FLU5H ADAPTOR D2 OPTION 3 z 7/8" 1 /4" MAX. 0 3 Z LL 'P ANCHQR. N °E SHEET A2 § O MIN. u p MBEDMENT w " N 5Rw N � • _ • • • O N = NO cn ws s avn . • ... - . • • i2 �� • •8 3 Co WU5H ADAPTOR �i • , t (�2 " • • • • •• • • •••�v• OPT9 ION • • • • • • • • • • • �i FSg (��'� 5 G FFBRUARY 20TH. 2018 • • • • • • • • • •0.0 • • • • • • • • • • • • ie A TYP. ANCHOR 5EE E I FOR MIN SPACING EDGt UI5T T I CONCRETE 4c = 3000 psi ANCHOR OPTIONS : TYP ANCHOR 5Et E I FOR 5PACING i= 'v N FLORIDA APPF MULLION AND ANCHORS 5EI APPROVAL MIN. EDGE DIST. TYPE "A": 114" D:A. 'ELCO'UcTRACON (Fu= 177K51, Fy= 155K51) 1 112 " EMBED_INTO WOOU (5G=0.55) WOOD BU( TYPE "B":,'/4" C'A. 'ELCO' ULTRACOIN 1 3/4" EMEDBWTO fc'-3 KSI M:N. CONCRETE OR WOO ST UP, ,OR THRU : X WOOD BUCK INTO CONCRETE _ W/ 13/4" EMBEDMENT INTO CONCRETE. 1/4" D A. 'ELCO' ULTRACON (Fu= 177K51. Fy= 155K51) 1 1/4" MIN. EMBED INTO HOt,LOW BLOCK 1 3/4" M:N. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 1/4" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" M'N. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 5M5 5CREW (Fu=74K51, Fy=57K51) INTO I /8" M:N. I hK ALUMINUM MEMBER (6063-T5 MINJ # 14 TEK5 SCREW (Fu= 120 K51, Fy=92K51) INTO 1 /8" MIN. THK STEEL. ANCHOR EDGED 0.5TANCE: INTO CONCRETE 4 MASONRY= 1 112" MIN. INTO WOOD 5TRUCTURE = I" M N. INTO METAL = 3/4" CONCRETE AT HEAD ,SILL OR JAMB fc'=3000 P51 M'N. UNLE55 SPECIFIED C-90 HOLLOW /FILLED BLOCK AT JAMB fm'=2000 P51 MIN. WOOD 5G=0.55 MIN. TYP. ANCHOR TYP. ANCHOR SEE E I FOR 5EE E I FOR MIN. 5PACING SPACING EDGE D15T.I / f TYP ANC�10R 5EE E I FOR U ' Z a > . f Z_ C m w Z w a ? U w ] Y= uu TYP. ANCHOR 5EE 2 a� ELEVATION FOR SPACING F.W. FLORIDA APPROVAL MULLION • otE-5t:AFfTE*-_APPfiROViAL• • • • •i • ii5:A:NN:- ii •• •.• .•: •00 A%,?OIAIT9AND•THE FRAME CONNENtNI!SEALED WITH 51LICO VOOD BUCK5 AND METAL 5TRUCTURE NOT BY MR. ;ii"IVINDCaVC5 ACCODOOR5, MU.T 5U5TAIN LOA[ I4P09ED BY CL47-INJ 5Y5TV PNQ Tf•CAN5FER THEM FOD T4.OL4% 5T:UCTURE•: • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • is Rc•RE. 11, Al . Rjr�senaV* m 's Na 0. 1-877 % 11•a a na++ Op ,. AD18-01 UARY 20TH, 2018 3 4 AN TYP. ANCHOR T E I FOR 'AGING c� • • ••• • • • a • • • • TYP. ANGHOR • • • • . • • SEE". FOB • • FLOR;DA APPROVED SPACING MULLION AND MULLION MIN. ANCHORS 5EE 5EPARfj EQGE [l15T• • • • • • • �• • APPROVAL • ••• • • • , •• min• a METAtSTRL}CTORE • •+ • TYPE "A": 1 /4" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 155K51) I 1/2 " EMBED INTO WOOD (5G=0.55) TYPE "B": 1/4" DIA. 'ELCO' ULTRACON 1 3/4" EMBED INTO fc'=3 K51 MIN. CONCRETE OR THRU I X WOOD BUCK INTO CONCRETE W/ 1 3/4" EMBEDMENT INTO CONCRETE 114" DIA. 'ELCO' ULTRACON (Fu= 177K51, Fy= 1 55K51) I 1 /4" M N EMBED INTO HOLLOW BLOCK 1 3/4" MIN. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) OR THRU I X WOOD BUCK INTO HOLLOW BLOCK OR GROUT FILLED BLOCK WITH 1 114" MIN. EMBED INTO HOLLOW BLOCK 1 3/4" M!N. EMBED INTO GROUT FILLED BLOCK (JAMB ONLY) TYPE "C": # 14 51VI5 SCREW (Fu=74K51, Fy=57K51) INTO 1/8" MIN. THKALLMINUM MEMBER(6063-T5 M!N.) # 14 TEK5 SCREW (Fu= 120 K51, Fy=92K51) INTO 1/8' MIN. THK STEEL. ANCHOR EDGED DISTANCE: INTO CONCRETE 4� MASONRY= 1 1/2" M'N. INTO WOOD STRUCTURE = I" MIN. ,NTO METAL = 3/4" CONCRETE AT HEAD , SILL OR JAMB fc'=3000 P51 MIN. UNLESS SPECIFIED C 90 HOLLOW/FILLED BLOCK AT JAMB fm'=2000 P51 MIN. WOOD 5G=0.55 MIN. TYP ANCHOR SEE EI FOR 5PACING MIN. EDGE DI5T. CONCRETE fc = 3000 Psi Nu. TYP ANCHOR 11 SEALANT: ALL JOINTS AND THE FRAME CONNECTION SEALED WITH SILICONE. WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLA55 WINDOWS AND DOOR5, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING 5TRUCTURE TYP. ANCHOR SEE E I FOR SPACING 44 i — i - Z F _ iz'' z: W N Z u z? _ U � �1 F i A2 :i n,?A RFCuTRA1mNi '0lAM118 N 2R67 As sHM * * ro 7 0 F 9 FEBRUARY 20TH, 2018 2.848" Ln O OLn N p}-- I . 189" 1.72 1 " I � FRAME HEAD, 51LL JAMBS MGR-201 6063-TG • 1 ••• • • • ••• •• as • 1 • •• •• , • • • • • • • • • • • • • • f •• • • •• • • • • • •• • • ••• • ••• •• p p 2.786" 2 PERIMETER COVER 3 FLUSH FRAME ADAPTER MRG-215 6063-T6 MGR-212 6063-T6 0. 1 34" Ln 0 I .096" 4 GLA55 STOP MGR-209 6063-TG 0.458" - � p I I.096" a--7 5 tLA55 STOP -2 IO 6063-T6 BILL OF MATERIAL5 ITEM I PART DESCRIPTION MATERIAL MANUF. / RFMARK5 TECNOGJ+55 TECNOGLA55 MGR-?01 FRAME HEAD 0003--G 2 MGR-215 PER.METERCOVER 006376 3 MGR-21 2 FLUSH ANCHOR ADAPTOR GOG3-TG TF :NOGLA55 4 MGR-209 GLA55 5TOP (INSULATED LAMINATED GLA55) 0003-TG TECNOGLA55 TECNOGLA55 5 MGR-2 10 GLA55 STOP (LAMINATED GLA55) GOG3-TG 6 1/4' HH TAPCON A5 REOJ'RED 8- 1 8 PH FH 55300 L= I' A55Y 5CREW 0- I G 5M-, 'H FH L=1 " 55300 BULB GA5KET ULTRAFAB E201 5T/5T - 8 5T/5T 9 VINYL - 10 SETTING BLOCK 311 G' THK X 1/2' X I' 5ANTOPRENE DC975 DOW CORNING 795 SRICONE 1 P a _ _ 1 /2- X 5/8' 5CTTING BLOCK LAMINATED GLA55 GLA55 SPACER JANTOPRENE ALUM'NUM TECNOGLA`.3 i J vM Ryy �ml93 owwe 8 OF 9 FEBRUARY 20TH, 2018 (8) #10 x 1/2"LG FH SMS G MERS ELDED ODE ER4043) 1/8" x 1 1/4" x 6" CIRCULAR OR ANGULAR WINDOW CONECTION i • • RECT. C) SQUARE U1ltN • • W•COP.,NER •• • ••• • • • • ••• • • � i•••i i � i i•••� ••• • • • ••• • • ISO 19 eY pf . w %� • �` p • �0,�� 4D B-01 Q• ��` 9 OF 9 FEBRUARY 20TH. 2018