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WS-17-2022Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -8-17-2022 ePrrti Permit Type: Windows/Shutters '' oris Classification. Window/Door Replacem Permit Status: APPROVED Issue Date: 9/26/2017 Expiration: 03/25/2018 Parcel Number Applicant 29 NE 102 Street Miami Shores, FL 33138- 1132060131650 Block: Lot: CHRISTIAN ULVERT Owner Information Contractor(s) HOME OWNER Address 29 N 102 Street MIAMI SHORES FL 33138- 29 N 102 Street MIAMI SHORES FL 33138- Phone Cell Valuation: Total Sq Feet: $ 19,450.00 0 Type of Work: MORGAN SAMUEL BROWN No of Openings: 22 Additional Info: MORGAN SAMUEL BROWN Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $12.00 $4.80 $4.80 $4.00 $5.00 $320.00 $9.00 $16.00 $375.60 Pay Date Pay Type Invoice # WS -8-17-64830 09/26/2017 Credit Card $ 325.60 $ 50.00 08/10/2017 Check #: 1328 $ 50.00 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building 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: construction and zonin Author I -rtify that r- or the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating authorize the above-named contractor to do the work stated. ed Signa / Applicant / Contractor / Agent Building Department Copy September 26, 2017 Date September 26, 2017 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village RECEIVED Building Department (tel. o2o» S+1 FBC 20 1Li Master Permit No. S (-R — ZOZZ. ' Sub Permit No. ❑ REVISION ❑ EXTENSION El RENEWAL 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS JOB ADDRESS: act nE lam �- City: Miami Shores County: ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Miami Dade Zip: Folio/Parcel#: Occupancy Type: Load: Construction Type: Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 2if I V] Q► 1 W (4 Phone#: a ) Jjf) -�-c 03 Address: 2-C1 111 City: imiavyl'i 6 6vf_ State: Tenant/Less�enName: Email: Q IViZ* Uwe* CONTRACTOR: Company Name: Address: City: State: Zip: 1n Oirn� 6w, Phone#: Zip: Phone#: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: �y City: State: Zip: Value of Work for this Permit: $ 1q 456. c° Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: W c nd _ dooc-s doocS : 3 w\ nc4ow5 . Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ ?5 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatu OWNER or AGENT Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before • this ^Lll''� day of , 20 1� , by day of , 2� , by l hr \.� h UI ;who is personally known to , who is : -rsonally known to me or who has produced SA 1 t LQ Yi3-e-- as me or who has produced identification and who did to - an oath. NOTARY PUBLIC: identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: MAHARAI K. GONZALEZ MY COM EXPIRES: November 2, 2020 Bonded?hru Notary Public Underwriters Sign: Print: as S ************************************************************************************************************ APPROVED BY / Z!d / / 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: C13-hxv) I"`\ I-€:4 DATE: g I1l tD 1 (1 ADDRESS: 24 1/1S 1 OZ Sl - Miami �.i Itv, Do 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 asrrxy.o.wn-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. I 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. I 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. I understand that, as an owner builder, I am the responsible party of record on a permit. I unders't nd 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 and contracts. Initial 4. I 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 leas which violates the exemption. Initial 5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the constructio Initial 6. I 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 an L county or municipal ordinance. Initial 7. 1 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. 1 am willfully acting as an owner -builder andjl�ir 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 1 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. Initia 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activ 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 regulation Initial 10. I understand that I may obtain more information regarding my obligations as an employer from thetriternal 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.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and unders't # s that I am the party legally and financially responsible for the proposed construction activity at the following address: 2.1 r) -c- X02 -- Mi sI/Ire Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any o 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 perswho 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. Was acknowledged before me this 10 day of P1/4k , 20 BYChr ts}i Qr U Iv e r+ who was personally known to me or who has Produced th or do OW, R as identification. NOTARY t Miami Shores Viiiage 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 n 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). A knowledge Quail erner S ature -0 AlVim Wlver-/- Date Print Name Miami -Dade Official Records - Print Document Prepared by and return to; Patricia Urquizu FEDERATED TITLE & TRUST, LLC 2630 SW 28th St, Suite 61 Coconut Grove, Florida 33133 Telephone: 305-430-6733 Fax: 305-384-7100 File No.: T-17-06-06-02 Page 1 of 2 CFN: 20170436387 BOOK 30633 PAGE 1673 DATE:07/28/2017 04:31:13 PM DEED DOC 3,510.00 HARVEY RUVIN, CLERK OF COURT, MIA-DADE WARRANTY DEED Made this !CI day of July, 2017 by Morgan Samuel Brown and Andrea Fanta Castro, husband and wife whose post office address is 29 NE 102nd Street, Miami Shores, FL 33138(hereinafter collectively "Grantor"), to Christian Ulvert and Carlos Andrade, husband and husband as joint tenants with rights of survivorship whose post office address is 2686 NE 135 Street, N. Miami, FL 33181 (hereinafter collectively "Grantee"): (Whenever used herein, the term "Grantor" and "Grantee" include all the parties to this instrument and the heirs, legal representatives and assigns of individuals, and the successors and assigns of corporations.) Witnesseth, that the Grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land situate in Miami -Dade County, Florida, viz: Lots 15 and 16, Block 12, Amended Plat of Miami Shores Section No. 1, according to the Plat thereof as recorded in Plat Book 10, page(s) 70, of the Public Records of Miami -Dade County, Florida. Tax Identification No. 11-3206-013-1650 A/K/A: 29 NE 102nd Street, Miami Shores, FL 33138 Together with all the tenements, hcreditaments and appurtenances thereto belonging or in anywise appertaining. And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land; that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever, and that said land is free of all encumbrances except taxes accruing subsequent to December 31, 2016. IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day and year first above written. https://www2.miami-dadeclerk.com/public-records/PrintDocument. aspx?QS=YaoUfOzxry... 8/10/2017 Miami -Dade Official Records - Print Document Signed, sealed and delivered in our presence: / Witness: �t. r Printed Name rMN,rdnr—, Witness: Printed Nam/ /{4,.1,e„ , ,. A Witness: Printed NanC Fri Witness: Printed Name: ubt� f �J . STATE OF FLO DA COUNTY OF I ret,a-4/8 Page 2 of 2 CFN: 20170436387 BOOK 30633 PAGE 1674 oN6 -T-cwob, Andrea Fanta Castro • The foregoing instrument was acknowledged before me this )q day of July, 2017,,Morgan Samuel Brown and Andrea Fanta Castro ( ) is/are personally known to me or have produced I A^iW )! n5e. as identiacati NOTA Printed Nam' My Commission Expires: ""b JENNIFER A. RAMIREZ MY COM -MISSION 8 FF934139 p EXPIRES: November 05, 2019 (SEAL) https://www2.miami-dadeclerk.com/public-records/PrintDocument.aspx?QS=YaoUfOzxry... 8/10/2017 Type: sH, HR, CAS Frame Color: Glass Color: Impact 0 Non Impact Colonial 0 No Colonial Lu Permit EC eco window systems Job Name: 9114 NW 106 St, Medley, FL 33178 wwwecowindowsys to ms.r. C cf • •••• • •••• •• • ••• • • • •• • • ••• • •• ••• • i" • ••• • • ,l• ••• H••• •• • • • • • •• • • • • •• • • • •••• • • • • •0•0 • •••• • •••• 11) N 305.885.5299 ph 305.885.5298 fx Scanned by CamScanner r • . . • .' . • • . • .' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND-CODE-ADM1NISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T1786)-315-2590-17086)-315-2599 2590—P-(986)-315-2599 www.miamidade.gov/economy F.P.G. Wholesale, Inc. 7190 Coral Way Miami, FL 33155 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 the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control 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. DESCRIPTION: Series "CondoorImpact" 8'-0" Outswing Glazed Wood FrenchDoorw/wo Sidelites-L l APPROVAL DOCUMENT: Drawing No. W09-29, titled "Out -Swing Wood Patio Door (L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09, with revision D dated 09/16/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp • with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control •Seetion. ; •••• • 4$ILE )1 IPliCT RATING: Large and Small Missile Impact Resistant I,ABELIl t Bach unit shall bear a permanent label with the manufacturer's name or logo, city, state, •S 1!s and fbllQMng statement: "Miami -Dade County Product Control Approved", unless otherwise noted gdr'eln. ..•• 'RENEWAL fathis NOA shall be considered after a renewal application has been filed and there has been no change iM4h.Rpplicable building code negatively affecting the performance of this product. .'iXRMINATION of this NOA will occur after the expiration date or if there has been a revision or change tNe materials; upe, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement •Qt i3gy 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 No. 12-0514.21 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 Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED NOA No. 15-0615.03 Expiration Date: August 25, 2020 Approval Date: October 08, 2015 Page 1 F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0503.02) 2. Drawing No. W09-29, titled "Out --Swing Wood Patio Door (L.M.I.)", sheets 1 through 8 of 8, dated 05/11/09, with revision D dated 09/16/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Alunad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an OS French door, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. • HETI.09.2501, HETI-08-2119A, HETI-08-2119B. and HETI-08-2172, dated 11/23/09 and revised on 07/15/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 10.0503.02) C. CALCULATIONS : • . 1. Anchor verification calculations and structural analysis, complying with FBC 5th ..Ec'iition (2014), dated 06/03/15, prepared by Al-Farooq Corporation, signed and sealed • ▪ • ▪ • by,Tavad Ahmad, P.E. • ▪ 2. :.:Clstzzing complies with ASTM E1300-09 ...• .... . . . • . IX.'' QUALM' ASSURANCE • ;1. •; Ntuni Dade Department of Regulatory and Economic Resources (RER). • • • • • MATAL CERTIFICATIONS • • 1. : Nbtice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology, Inc. • ; ; ; ; • dba Glasslam for their "Glasslam Safety -Plus II Glass Interlayer" dated 09/27/13, expiring on 08/07/18. 2. National Casing data-/ specification sheet of National Casing WUP 4379 Adhesive. 3. National Casein data-/ specification sheet of National Casein 5881 Adhesive. E-1 Manue z, P.E. Product Cont anilner NOA No. 15-0615.03 ExplratIoni Date: August 25, 2020 Approval Date: October 08, 2015 F.P.G. Wholesale, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement Letter of conformance, complying with FBC 5' Edition (2014), and of no financial interest, dated 05/26/15, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No. HETI-09-2501, HETIA8 2119A, HETI-08-2119B and HETI.08 2172, issued by Hurricane Engineering and Testing, Inc., dated 11/23/09 and revised on 07/15/10, all signed and sealed by Candido F. Font, P.E. (Submftted under NOA No. 10-0503.02) G. OTHERS 1. Notice of Acceptance No. 12-0514.21, issued to F.P.G. Wholesale, Inc. for their Series "Condoor Impact" 8'0" Outswing Glazed Wood French Door w/wo Sidelites - L.M.I.", approved on 07/05/12 and expiring on 08/25/15. • . • • . ... • .. .. . • . • • . .... .... • • . .... • .... . • . . . . .... • ... . ... . • ... . .. • ..• •••• . . 0 0 E-2 ag,a9 GManuel Pere P Product Control Ex • ' : er NOA No. 15-0615.03 Expiration Date: August 25, 2020 Approval Date: October 08, 2015 11111 AL'FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Client: Christian Ulvert Date: 09/18/2017 Project Name: 29 NE 102 St - Windload Calculations Engineered By: GT Project Desc.: 29 NE 102 St, Miami, FL 33138 Checked By: N1 AFC Number: 17-1345 Building Height (ft.) : 15 Design Criteria: i, Florida Building Code 2014 ii, Wind Loads are calculated as per ASCE 7-10. General Notes: - Any deviations from conditions shown on calculations or drawings shall be engineered separately. - Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation. - Engineering drawings are checked for structural requirements only. Additional Notes: - Risk category: II Exposure: C Disclaimer: .. ... . • • • • . . - This cjoczrt elt rtt yaliv withput the embossed seal of an engineer emptoyell'Ey Al Farboq'Carfdration. - No:x9,7ton of tit's tlocumeQ! tnc 1P1 a used or reproduced in any manner. Uuless:autkoPiAld by signafg p�'Assional . .. ... .... ... . .. • • . 9 9Ji7 Javad Ahmad, P. L FL# 70592 EB C.A.N. #3538 ... . • • • ... • • 9360 Sudsee DtivO, iite:201 Miani, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com 1 alfarooa afceng.com . .. .. . . . .. . . ... . . . ... . . Christian U(Kert wyg 102 §t, Miemi, Fly 3348 • •. . • .. •• .. • • . • . •••• :aai`fiaient Kh •.. . • .9065 . • . •• •... 29 NE 102 St, Miami, FL 33138 Coefficient Kzt 1.00 Veloci6, Pressure Evaluateciarz rqz] (Ib/ft"2) . • . . 56.64 .. . . .• Wind Speed (mph) Importance Factor Exposure Category Risk Category 175 1.00 C 2 Coefficient Kz 0.85 Mean Roof Height [h] (ft) 15.00 Height Above Gnd. Level [z] (ft) 15.00 - Horizontal Dimen. of Bldg. (ft) 102.00 Roof Slope (deg.) >10 Type of Building With Impact Protection Coefficient Kd 0.85 Velocity Pressure Evaluated @h [qh] (Ib/ft"2) 56.64 •••• • • Mark Comp Type • Component Size Gcp Coefficients Gcpi Coeff. Design Wind Pressures (Ib/ft"2) W (in) H (in) S (in) A ft"2 Z4+ Z5+ Z4- Z5- Pos Neq Z4+ Z4- Z5+ Z5- In Zone ALL 10.00 1.00 1.00 -1.10 -1.40 0.18 -0.18 40.1 -43.540.1 -53.71 Z5 ASCE 7-10 WIND LOADS ON COMPONENTS AND CLADDING : AL-FAR000 CORPORATION, 1235 S.W. 87th AVE, MIAMI FL. 33174. TEL:305-264-8100 Engineers Seal Engineers Name And Signature Design Date 9/19/2017 8:08:14 AM Design Reference Number 17-1345 Co Ct i:°looim' Porrntt . . . •• • • • • • • tU S SI 'ET H45„PIE2N. itEVIE' D • • • TO VERIFY LOCATION OF Scanned by CamScanner MIAMI.DD COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.n,latnidede.¢ov/economy Mr. Glass Doors & Windows, Inc. 7440 N. W. 66 Street Miami, FL. 33166 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 tetioot Z 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 Cong•oJ Sgcjicjn (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 tfle aa'ebpt&d manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, milk. or suspend the use of such product or material within their jurisdiction. RER reserves the right to teaqiksjMls acceptance, if it is determined by Miami -Dade County Product Control 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 @ode • • • including the High Velocity Hurricane Zone. DESCRIPTION: Series "MG -500" Aluminum Outswing French Door — L.M.T. •• • • • APPROVAL DOCUMENT: Drawing No. W11-40 Rev B, titled "Series MG -500 Alum. Outswing Fretich Doc (L.M.I.)", sheets 1 through 11 of 11, including sheet 3.1, dated 07/15/11 and last revised on 03/16/16, prepared >,y til- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Coi 1 • Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure charts for Single or Double door w/wo transom, glass type, lock type, hinges type and head, sill and jambs anchors. Lower Design Pressure shall apply to the entire assembly. 2. The Single Door with Transom is limited to Maximum Design Pressure DP = ± 90 PSF. 3. Only Single Door w/ High Threshold option item E -2B (part # ES -9026) is rated for external Positive +120 PSF Water Resistant Rating, all other condition and thresholds are not rated for water Resistant Ratings. 4. Single Door w/wo transom utilizing Saddle Threshold option item E -2A (part #ES -9015) is limited to Maximum Design Pressure DP =+/90 PSF. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia and series and following statement: "Miami -Dade County Product Control Approved", 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. MIAMIDADECOUNTY 1 APPROVED NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 Pagel e••• • • •••• • •• • • • •••• • •• • • • • • •• ••• • • • •• • • •• • • • • • • • • • • • • ••• • • • •• • • • • MIAMI COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) • BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www. m is mid ad e.cov/eco no m y This NOA revises NOA # 13-0820.12 and consists of page 1, this page 2, and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge Plasencia, P.E. MIAMIDADE COUNTY APPROVED • • • • • •• • • •••• • • •••• • • •• •• •• • •• •••• • • •••• • • •• • • • • • ••• • • • • •• • • • • • • • •• ••• • • • •• • • • • • • • • • • • • • • • • •• • ••• • • • NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 Paget Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's #10-0301.03) 2. Drawing No. W11-40 Rev B, titled "Series MG -500 Alum. Outswing French Door (L.M.I.)", sheets 1 through 11 of 11, including sheet 3.1, dated 07/15/11 and last revised on •••• 03/16/16, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • • • •••• • • • • •• • • •• • B. TESTS • • • • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •••• 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202194 • : • • • • • 3) Large Missile Impact Test per FBC, TAS 201-94 •••• • • • • • 4) Large Missile Impact Test per FBC, TAS 201-94 • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 •••• • • • • • 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 • •• • • • •• • along with marked—up drawings and installation diagram of an Alum. Outswing 13ritrattee • • • Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5154, • • • • • • dated 05/10/08, signed and sealed by Carlos S. Rionda, P.E. ••• •• • • • (Submitted under previous NOA's #10-0301.03) • • • 2. Test reports on: 1) Uniform Static Air Pressure Test • • • 2) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • . • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • along marked -up drawings of an Alum. Outswing Entrance Door, prepared by FTL, Inc., Test Report No. FTL-5556, dtd 04/27/08, signed and sealed by Carlos S. Rionda, Y.E. (Submitted under previous NOA's #10-0301.03) 3. Additional test reports along with marked -up drawings of a single (X) aluminum outswing door per TAS 201, 202 (Full) and 203-94, issued by Fenestration Testing lab, Inc., Test Report No. FTL-5992, dated 09/09/09, reissued on 2/2/11 signed & sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA's #12-0306.07 & 10-0301.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 05/29/15, 01/14/16 and last revised on 03/14/16, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 15-0602.09) 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge Plasencia, P.E. roduct Control Unit Supervisor NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 E -1 Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Gifts® (Clear and White) Glass Interlayers" dated 06/25/15, expiring ori 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacitc® PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16. • F. STATEMENTS • • . 1. Statement letter dated 08/06/16, compliance to FBC2014 (5th edition) and No financial • • • interest, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • 2. Lab Compliance statement, part of above referenced test report. ••• • • • •••• • •• • • • 1•• • • •• • • • G. OTHER•••••• ••• •••• • 1. Notice of Acceptance No. 13-0820.12, issued to Mr. Glass Doors & Windows, Inc. for MI' •' " • • "Series MG -500 Aluminum Outswing French Door -L.M.I.", approved on 09/19/15 Mc? • :. •••• • expiring on 10/13/18. • • • • • • • 2. Distribution agreement ES Windows -Energia Solar, S.A. and ES Windows, LLC, datoi. •... • •. 10/20/10, signed by Ms. Carla G. Torrente and Andres Chamorro respectively. • •• •• . . • (Submitted under NOA # 10-0301.03) •4•••• 3. Private labeling agreement document in conformance of RER guideline dated 07/19/411'. ' ' ' .. (Submitted under NOA # 11-0720.10) • • • • • •• • • • 4. Test proposals # 07-4070 & 09-0165, approved by BCCO. • • (Submitted underNOA# 08-0813.04) E -2 Jorge Plasencia, P.E.Product Control Unit Supervisor NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 m A A iioLk m § E 4 N I TABLE #2 1 JAMB ANCHORS LOAD CAPACITY - PSP SINGLE DOORS MITHOUT TRANSOM (X) OR MTH TRANSOM (0/X) 8 8 O O . •,' m• T. " �N , -it ' 1/4" SHIM SPACE SPACING AT 16" O.C..�I1I1 SPACING AT f NCHORIANCHORIANCHOR!ANCHORIANCIIORI 'A' 'C' 'D' I 'A' C' b 6,tr+ m o v O 0 y TT o 0r.• o oma+, oo 0 0 O o ?R AR ' 4 y m ii II I o N1'0 5 Jr >x 70 3/6" SHIM SPACE AT 18" O.C. I AT 0" O.C. O Y O +1 m v A A - o o o o L� ? „r, z i3 i o o t�+n, .. ei o i.,2-;!-,-. -Er. p 0! N ZZ y• z O= o ro e o F., J 0 0L ,-1:-1--" s = SO11 IM SPACE I AT 8" O.C. o o- b o ,I,,+ ol o� e z tool 08. 0p5'9 C =< TTA •m Y Z£'9Z90•91. X to Kto co mZ Nt' mmg Dog w Pc FO" w 01 Ion/1. w 0 V O ;omC 0 O T. N 0 0 b 0 10 O 0 0 0 O 0 G N 0 C sX 0 0 I + Ov 0 O O 0 z N `1 z CD N 0 - r- IA WA 551 ,HIN G• 2 g id Erni i° A QQ = G y Oyy EZ 2'" V/N mm8 NOr 0 LI OA OF• rF N O ogx' m 0 xmAD r im oO Ox m y = .0 mg cls pn lx DSti N 4 m y =�O �_� g1 .N .2 S0 N� 33„A„y 1,i z ✓g' . c2 = b m mzv lgmA in z '6 m� A- 7oov ~ 0 mN c4;.:,, �, z _ .6 rmo '7, D NE Q • 0 +OI Z Z i 0 mFg z a m LZ =vco 'r T O Y • 0 {/1 00 F,< • 41 o mS 5 * N 20 m m y p m ,rrt m -N4 N L7 O i 0 0 IWO 0 y i Z Z -4 0 0 0 110 1/2" MAX DOOR FRAME HEIGHT 107 9/16" LEAF HEIGHT 95 1/4' D.L OPG. 0000 • • • • 0080 • • • •• • • •0 • • • 0000 • • 0008 •• • • • • • • 0000 • •• • •• •• 02 • • .• 2.F.,.• • a E' • •••• i • • • •• • • E• • A • • 5 1/2" MAX. JAMB CORNERS / 1 N. / I II \ \II 11 111 II . 1 1 11. , ii �I 11 I 11 ` O / 11 ' ; u •• 0 _ • • • • •• 8' CR 16' SPACING SEE CHART 2 FOR CAPACITY 120' MAX. 5 1/2" '6 r S a N O 5 t/JAMB CORNERS UNIT FRAME HEIGHT 92 11/16" MAX. LEAF HEIGHT 80 3/8- 0.L. OPG. --1 27" MAX. TRANSOM HT. 21 7/8' 0.1- OPG • I ( dote 1 1 descnPtuon 1 1 ', 1 I 1 1 1 1, 1 i 03.10.19 UPDATED 10 2014 PBC 0 DOOR/TRANSOM FRAME WIDTH 40' y m ii II I // / , , 1, 1 JLr-_c_ �I 1` ,II 1i II ?' 11 ,1,1\ 0 ` 1, \11 \11 11 \ (-�-N_),�11 �\ii \ O • .\\ \ O g .........-1 q/l / in / 1" 1 1 1 'I 1 I I I I, I no dote 6ni descnPtuon A 03.29.12 UPDATED TO 2010 F20 0 03.10.19 UPDATED 10 2014 PBC 8' OR 16- SPACING SEE CHART 2 FOR CAPACITY SERIES-MG500 ALUM DUTSWING FRENCH DOOR (LAI MR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET MEDLEY. FL 33166 TEL (305) 470-8284 FAX. (305) 470-8285 = N N ¢ 4. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVEEDPMENT 9360 SUNSET ORNE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) a VS- (M7 2648100 FAX. (305) 2824978 s C COMP -ANL \W11-40MG) • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • HEAD/SILL • • • • • • • • • ANCHOR TYPES CORNERS • • • • • A. • • 'A'. 'C' OR 'D' • • • • • • • • • • • SEE SHEET 3 FOR DESCRIPTION 89' 4 1/2" MAX. • • • LTH •RMINH000TWOSOMS USE • • • • • TS LLQYS • • • •1-•FOR•GUSS YPE•LOOK AND HINGE.OPRONS • • • 1IOBTMA 1.0AO.CARACITORKROM•TABLE 3. 2- SELECT THRESHOLD TYPE TO 8E USED. 3- FOR JAMB ANCHORS TYPE/SHIMSPAC£ OBTAIN LOAD CAPACITIES FROM TABLE 4. 4- FOR HEAD ANCHORS, TYPE/SHDISPACE OMAN LOAD CAPACITIES FROM TABLE 5. THE LOWEST VALUES FROM STEPS 1, 3 AND 4 WRL GOVERN. TABLE 3 DOORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM XX) OR WITH TRANSOM (0/XX) DOOR OW5 GLASS LOCKS HINGES TYPE 'A' TYPE 'B'/'C' OPTION #1 OPTION /2 OPTION in OPTION j1 OPTION /2 FRAME WRTH FRAME HEIGHT EXT. (+) INT. (-) EXT. (4-) WT. (-) EXT. (+) INT. (-) EXT. (4-) IM. (-) EXT. (+) EXT. (+) EXT. (+, 69• 99-1/2" 80.0 90.0 80.0 90.0 90.0 80.0 90.0 69• 110-1/2' 80.0 80.0 80.0 80.0 80.0 80.0 90.0 SEE SHEET 8 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION JAMB ANCHORS LOAD CAPACITY - PSF TABLE #4 DOUBLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) DOOR DIMS. 1/4" 811161 SPACE 3/11" SHIM SPACE 1/2" SHIM SPACE SPACING AT 10" 0.0. SPACING AT 8" 0.C. AT 16" 0.C. AT 0" 0.C. AT 16" O.C. AT 8" O.C. ANCHOR.ANCHOR 'A......1).............' WIDTH ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR 'C' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-), EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) M.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) m' 910-1/2" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 74.9 90.0 90.0 90.0 69" 110-1/2' 90.0 89.7 90.0 - 90.0 90.0 90.0 81.3 88.7 90.0 90.0 63.1 83.3 90.0 90.0 SEE SHEET 3 FOR ANCHOR D HEAD ANCHORS LOAD CAPACITY - PSF TABLE X1610OUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (0/101) • DOOR DIMS. 1/4" SHIM SPACE 9/8" SHIM SPACE I/2" SHIM SPACE ARCROR TYPE 'A' ANCHOR TYPE 'C' ARCIIOR TYPE 'D' ANCHOR TYPE 'A' ANCHOR TYPE 'C' ANCHOR TYPE 'A' ANCHOR TYPE 'C' WIDTH HEIGHT EXT (-) INT. (-) INL (-) INT. (-) IN[. (-) INT. (-) IM. (-) 75"98 1/2" 90.0 90.0 90.0 90.0 90.0 73.0 90,0 69" 00.0 90.0 - 90.0 79.2 90.0 61.5 81.2 75"90.0 110-1/2' 90.0 90.0 83.8 90.0 65.1 85.9 89" 90.0 90.0 90.0 70.6 90.0 54.8 72.3 SEE SHEET 3 FOR ANCHOR DESCRI DOOR FRAME WIDTH CLUSTER OF 6 ANCHORS AT HEAD 3" 6" SEE -CHART 5 IVP.6" FOR CAPACITY % 0 m w d INACTIVE SURFACE APPLIED FALSE MUNTINS MAY 8E USED 32 15/16" \ \ I tc 1' \ \ ij \\ /' // r -v1- 4 ACTNE • D.L. OP 41 13 16" 32 15/16" ANCHORS AT SILL INTO CONC. CLUSTER OF 6 TYPE 'M' AT STD. B HIGH THRESHOLD TYPE '01' AT SADDLE THRESHOLD SEE SHEET 3 FOR DESCRIPTION LEAF G H 0.1. OPG. 41 1.3/16" LEAF WIDTH 10 TYPICAL ELEVATION (XX) SEE SHEET 3 FOR ELEVATION (0/10) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 11T11In) o ' GNi .Q Nei'• 70502 r1W tr.1i1- STATE OF �•., Romol ANAL PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0828.32 Expiration De 12/24/2018 By MIam . • Product Centro 0 0 0 c 8 1* drawing no. W1 1-40 (sheet 2 of 11 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• • • • • • • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • • •• • • ••• • • • •• • ••• • • • • • • 1 • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • •• ••••••••• • (6) ANCHORS TYPICAL ANCHORS' SEE ELEV. FOR SPACING AT TRANSOM ENDS TYPE 'A'- 1/4' X 5" ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) • • • • • • • • • • • • • rnTHRU 18Y OR 28Y WOOD BUCKS INTO CONCRETE OR MASONR? • • • • • • WITH 1-1/4" M1N. EMBED INTO CONCRETE (HEAD/JAMBS) • .-, WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) • • • • • • • • • • • • AM DIRECTLY INTO CONCRETE OR MASONRY WITH 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) "ANCHOR EDGE DISTANCES 4 INTO CONCRETE AND MASONRY a 2-1/2" MN. — INTO WOOD STRUCTURE_ 1" MIN. HYPE 'C'- 5/16" X 5" ULTRACON BY 'ELCO'(Fu-177 K51. Fy=155 X51) THRU 1BY OR 28Y WOOD BUCKS INTO CONCRETE OR MASONRY WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) e4 DIRECTLY INTO CONCRETE OR MASONRY $ WITH 2" MIN. EMBED INTO CONCRETE (HEAD JAMBS) W9WITH 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) Al ANCHOR EDGE DISTANCES 4 IMO CONCRETE AND MASONRY - 3-1/8" MIN. L_ INTO WOOD STRUCTURE = 1-1/4" MIN. I -- co TYPE '0'- 1/4' 'WKS OR SELF DRILUNG_SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES .. STEEL : 1/8" THK. MIN. (Fy = 35 KSI MIN.) 04 (STEEL IN CONTACT W1TH ALUMINUM TO BE PLATED OR PAINTED) O INTO MIAMI-DADE COUNTY APPROVED MULUONS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) ANCHOR EDGE DISTANCES 4 INTO METAL STRUCTURE - 1/2" MIN. L-- — — — . — . _ . — . — [TYPE 'Al'.- 1/4' X 1-3/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 X51) DIRECTLY INTO CONCRETE (FOR STD. AND HIGH THRESHOLD) WITH 1-1/2" MIN. EMBED INTO CONCRETE 4 ANCHOR EOGE DISTANCES INTO CONCRETE _2-1/2" MIN. TYPE 'Cl' -5/16" X 2' ULTRACON BY 'ELM' (Fu=177 KSI, Fy-155 KSI) p DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) co WITH 1-1/2" MIN. EMBED INTO CONCRETE e ANCHOR EDGE DISTANCES L_ _ INTO CONCRETE = 3-1/8" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MN. CONCRETE AT HEAD, SIL OR JAMBS f'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. u 0 4 z J rn 89" 4 1/2" MAX. HEAD/SILL CORNERS DOOR/TRANSOM FRAME WIDTH 82" D.L. OPG. 1 — .i 8 J — c SURFACE APPLIED FALSE MUNTINS MAY BE USED ii 11 ©Iiu 11 32 15/18" (1,1 I I i t 3• X32 15/16" D.L. GPC. D.L. OPD 41 13 8" ACTIVE 41 13/16" LEAF 101H LEAF WIDTH ANCHORS AT SILL INTO CONC. CLUSTER OF 8 TYPE 'Al' AT STD. & HIGH THRESHOLD TYPICAL EJ.EVATION TYPE ,Cr AT LD SEE DESCRIPTION ADDLE T LEFT (O/XX) SEE CHARTS ON SHEET 2 FOR DOOR AND TRANSOM LOAD CAPACITY 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY MR GLASS. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 15-0826.92 Expiration Date 1/24/2018 By Miami- Product Control 7 J Z O � J • a 4 ¢ G ?,, R a o l3 I2020. LL oL0; la 113 11 drawing no. W1 1-40 (sheet 3 of 11 • .••. . . . ... .. .. . • •• • .. .. . • • • . •. •. •. •. • . . •. • •... •. . •• • . • . • . • . • • ... . •. •. . ... 41 13/16• MR GLASS MG5000 OR ES WINDOW SERIES 9500 WINDOW WALL SYSTEM SEE SEPARATE NOA FOR DOOR MULLION AND MULLION ANCHORS REQUIREMENTS Ilj IA If Ilj 14 IA I1 • • • 41 13X./:8' • MA • • • •• • • • • • • • • • •• •• • • • • • • • •• ••• • IA m IP I0 M 111 IA J • • MR GLASS MG5000 OR ES WINDOW SERIES 9500 WINDOW WALL SYSTEM SEE SEPARATE NOA FOR DOOR MULLION AND MULLION ANCHORS REQUIREMENTS 41 13/16• MAX LEAF WIDTH 1 I 10 a —J 41 13/16• MAX. LEAF WIDTH MIAMI-DADE COUNTY APPROVED MG5000 WINDOW WALL SYSTEM BY •MR. GLASS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. REINFORCINO WILL VARY SEE CURRENT NOA OF MG5000 WINDOW WALL SYSTEM FOR DETAILS — L. 1 s. EXT. LEAF WIDTH O r--1 D.L OPG. MIAMI-DADE COUNTY APPROVED SERIES 9500 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. 1 REINFORCING WILL VARY SEE CURRENT NOA OF SERIES 9500 WINDOW WALL SYSTEM FOR DETAILS PRODUCT REVISED as complying with the Florida Building Cod. NOA-No. 15.0826.32 Expiration Date 1 212 4/2 01 8 B y • iproduct Control EXT. LEAK WIDTH 70692 tirAb *- ;a- ss�oniA�1�' 2 U 1 2 1 drawing no. W11-40 (sheet 3.1ot 11) gi MAX DOOR FRAME HEIGHT LEAF HEIGHT 1 1/2• MAX WAD BEARING SHIMS 000R FRAME HEIGHT EXT. - ° s x z=is 0 M9 • rEso • O°/9C 1 m E ▪ VN yl =G O 50 co •m Ali N ; a N y 0 iD K 00 0 0� 0 9 es 1/4' MAX. og SP LOAD BEARING SHIMS date: 07-15-11' no dote by'escflpton ' A 01.29.12 110 41W10L 110 SHEET 9 03.10.19 UPDATED TO 2014 IBC SERIES -14500 ALUM OUISVANG FRENCH DOOR (LM.I. MR. GLASS DOORS dc WINDOWS INC. 8120 N.W. 84 STREET MEDLEY, FL. 33166 TEL. (305) 470-8284 FAX. (305) 470-8285 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI. FLORIDA 334.73 (C.A.N. 3538) f� TEL (30.5) 254.8100 FAX. (305)2626978 . v f COMP -ANL \W11-40MG) g 0 EDGE DIST. CONCRETEon I1 MgSONRY • a 'hy •\ • 5 A ®1 0 O 0 0 Lift 15_1701 ii�i-iceAMMAN i...�11115 1 "0.• 31 1 pclrlA }o30 Posc elm Em 01 < rA CO •m m P14 "I 'ol I+N d • 8 z 8 //„ v/9 ; E'er •a r :a a: tel... // Itlllttt v' C 6 •I. 8 1 10 4 0 Q o O ■ • EDGE DIST. CONCRELFI mosoto tr A s e EDGE DIST. _ CONGREIE "OR Gln Nn R• 1.; 0 to e 4 4 N 3 • HMI • • 1 • • • • • ..... N 4 • I • • • • i • •• • • 0 - -Ago LAW --�11, n "101b644111 to EDGE DIST. •mO A • • • • • • •• • •© • ••• • • • • • • • •• • • • 0• NOP i1 EDGE 01ST cx 0 mjm Vi n = n 0 tnen = N • • O zL " Sc cn &to 07-15-11 (wale' 3/8• - 1' (dr. by unto l jMk by • no do e -by descnpton A 03.29.12 NO CWWOE THIS SHEET 1 03.10.16 UPDATED to 2014 580 SERIES -4500 ALUM OUTS WING FRENCH DOOR (LM.I.) MR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET MEDLEY. FL. 33166 1EL. (305) 470-8284 FAX (305) 470-8285 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE SURE 220 M WNL, FLORIDA 33173 (C.I.N. 3538) TEL (305) 25441100 MX_ (305) 262.6978 a COMP-ANL\W 1-4000 • . . .. • . .. . • . . . .... . • . . • • • • 1 .. • • • . .. .... .• . . . •. . •..• .... . • • • . • .... .. • • • • • • • • • .. • • . • • • ••• • .. LEAF HEIGHT MAX. UNIT HEIGHT 27" MAX. TRANSOM HEIGHT MAX. UNIT HEIGHT D.L OPG. EXTERIOR 1/2" MAX. 11 30 3to LEAF HEIGHT O 27" MAX. TRANSOM HEIGHT 13/16' WN. D P. GIASs BITE 01 201111.12 CI EN XI trS FT m9C 2 CV i�.1 =111 P •M a+ h° al a 2. co N D.L OPG. LOAD BEARING SHIMS • • • • • EXTERIOR Oi drip: 07-15-11 {soca: 3/8" - 1' (411, MT HAIM `Wk by. revisions: no date by discnotion A 0329.12 NO OWBE 11115 SHEET 0115.16 UPDATED To 2014 FBC 0 m • 0 m Cirn Cl > aZ nzoz O9 •Y••'E • • •••• • •l.c, • • gv •••p1 NO, • EDGE DIST. CONCRETE • 1/2' MAX. LOAD BEARING SHIMS • 16 SERIES-MG500 ALUM OU1S61NG FRENCH DOOR (LM.L MR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET MEDLEY, FL 33166 TEL (305) 470-8254 FAX (305) 470-8265 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRME, SUITE 220 MIAMI. FLORIDA 33173 (C.AJR 3538) TEL (305) 2648300 FAX. (306) 2926978 a C CAMP-ANL\W11-40MG • • •••1 • • • • •• • •• • • •• • • • • •••• • • • • • • • •• •••• • • • • • •• • •••• • • • • • • • • •• •• •• • • • 0 • • • • • • • • • • • • • • ••• • •• • •••• • • • .•. •. .. • • • •• •• • •• • . •• . . . • • . • . •• • ••• • • • • • • • • • •• • • • • ••• • . . • ••• Ei DOOR HEADER Series 9000 TOP RAIL 5.000 (E5) 7.562 (ESA) 6.500 (E5) 9.062 (E5A) J n .110b TYP. 7.437 (ES) 10.00 (E5A) {--2.232---1 STD. BOTTOM RAIL HI -PROFILE BOTTOM RML jam- 2.445 2.600 5.000 200 • ••d • • 4 1 •4 • 4 IR.500• • •• • .190 •• • . .110 • •• •• • 1.110 O DOOR JAMB Series 9000 3.383 .354 • I.I. • .. • 1 • •IM • • • • • • 3.988 .200 • • • • • ••• • JAMB FILLER 090 • Tt TRANSOM HEADER Series 9500 ALTERNATE OPTION (Series MG5000) L .070 •.460 .190 .920 0 DOOR STOP .320 2.250 3.500 4.422 E8 HINGE/LOCK STILE 1 Eto CORNER BLOCK r.269 .060 1.118 HEAD COVER DOOR STOP COVER 4.968 F�-3.984 .078 TYP. T5 TRANSOM HEAD S-8000 1.750 J .070 TYP. CLOSURE DOOR STOP MEETING STILE - INACTIVE LEAF .500 .122 4.933 THRESHOLD ES9014 .320 • MEETING STILE - ACTIVE LEAF GLASS STOP .250 l % TRANSOM ADAPTER .910 .960 1.000 .060 TRANSOM GLAZING ADAPTER 2.750 1-3.D84 .127 1271.750 RR i (L6 .078 4.988 Ts HORIZONTAL AT DOOR S-8000 T3 TRANSOM GLASS STOP 1.950 1.203 `.125 1 LOCK BACK UP PLATE DOOR SWEEP CORNER PLATE .578 1 .156 3.736 •,0„90 3.229 1.750 5.000 3.750 .206 T6 JAMB FILLER S-8000 TT TRANSOM JAMB 5-8000 .206 .125 TP. .320 I r- [.250 �II i 1.427 • .283 GLASS STOP E9.1 (r.15UL. IAU. GuASS) [.122 .500 -4.500 EZA ALTERNATE THRESHOLD ES9015 -t Lj C Z O A 0 • R Rrts oa8 10 8 5 z oO N 0 TRANSOM GLASS STOP S-8000 SEE SHEET 11 FOR HIGH THRESHOLD DETAR PRODUCT REVISED as complying with the Florida B uilding Cods Non -No. 15-0826.32 Eaplratlon Data 12/24/2018 • Y MomProduct Control drawing no. W11-40 (shoot 7 or 11) N 4 O L 5 O 0 5 0 t 0. =� 4 .N� 5 0 m F. i V P 5 i N a G 5 G. N S L i m ; L T P N♦ i i i N N N N .mu g � Ot 2 m1 P� m m V P1 m m To, m 4 N� 7- 'yrt m 4 C S y m fps {o^ G I m m b V�� m m rn N+ g N S O m i' 13 b i N ± 1 a V z iC >{4*y P = x I * N tt5-y�- S A O m - O N GE8 0 3§ / Y pNPO V IS m m 3 2.4; �. ��rt O O O b O O§ 8 0Q 8 OS i 8 mg S mg 6 0 b 1+ S mS pq N E fr1 art Q0 b V S O N S?, G ���( O 0 Npp 4 V I1 (/� O N O O M N' Zi §;862. \ \ n a A \ \ 4b Pl Ysn' A A N N 3v 1 \ (7 ¢ N 1 N N y P S A \ N �i - N N S ;83988 ; 8 Z N 5-y 2 P1 O o 0 s N Ili O 0$ — p b > N G b o n i' 47.... Tn c I! P 8- iii + ' • a — — — — — .. IT, S F C - O I\'J 'O N 110 x 3/4" F.H. ST/ST SMS 110 x 1' F.H. ST/ST SMS O i 9 O NN Op N 5- g7 r rn U ICHANNEL SPACER 5/8" X 1-3/4" THRESHOLD CLIP ". m A }C IDOOR CLOSURE PUSH - PULL 1HUMBIURN 2 POINT LOCK en y K O O p FI JfC! {HINGE 4 1/2" x 4" OFFSET PANT HINGE I f9�1 o CCf @ E N G^ T, P -y O O 3P 4 m m c � m /12 - 24 x 1/2" F.H. ST/ST MS g0 - 32 x 1/2" P.H. ST/ST MS - 18 x 1" HEX. BOLT WEDGE GASKET REINFORCEMENT CLOSER SUPPORT CUPS (PMR) CLOSER DOOR STOP CLOSER COVER PLATE DOOR SWEEP 000R STOP DOOR STOP COVER 112 x 1' P.H. 5T/ST SMS SUPPORT ANGLE HINGE BACKUP PLATE REINFORCEMENT LOCK BACKUP PLATE REINFORCEMENT JAMB FILLER CLASS STOP (INSUL. LAM. CLASS) CORNER BLOCK -TOP CORNER BLOCK - BOTTOM CORNER PLATE - TOP CORNER PLATE - BOTTOM HORIZONTAL GLASS STOP VERTICAL GLASS STOP m rL III g 1 1 CI �n HI -PROFILE BOTTOM RAIL HINGE/LOCK STILE m b 2 $ $ A N 1 n ,S n rl n STANDARD THRESHOLD SADDLE THRESHOLD HIGH THRESHOLD DESCRIPTION MATERIAL I MANP./SUPPLTER/REMARKB DOOR HEADER 6063-16 _ I 1 I I I I I I I I I I 1 I I I I I 11 I 3 mo G S I G m Y I I 1 I I I I g ,. N N qq 0 8 N P p 8 8 �' ,I a N q 8 Op �1" 1 N P Y� p 8 8 I i P N qq pp�� 8 0 i �I N N OO�� 0 1� P q p 8 8 Y Y N N 8 8 II ity N U PO 0 r. �I V CO 8 0 I�I1 I� P P b 8 W N ip p P 8$ i. I� CO P P I I I I I I 1 I I 1 I I 1 I I I I I I I I+ DUROMETER 70 DUROMETER 70 ULTRAFAB. DUROMETER 73 DUROMETER 60±5 SHORE A 1 1 1 t 1 1 1[ 1 I 1 I I x N G I I I I I I I 1 1 • • 1 1 • •• sill 1 1 • • • 1 1 1 1 1 • •••• • •• • 5/8" MIN. TY. o m ••••i• m • • ‘.5‘.5 i;, N S •I• t" H ::p� Z GLASS BITE • • • • • 5/8" MIN. TYP. EXTERIOR , a r EXTERIOR 1 \ 0_,,ss BITE r� O r� �.,• 7{; �^ • • .A o QTY \ c. o \ ,-----,-51.1 / + a P u N a �•••�• N P m '�" \ Z n b _ 1�y b I I�.�_-_�; • •N N I 1St y . ter Rmb41 > f 'N f• N M • • 2m' o i71 °: a•� \� / m / x ,¢�E z S B an a2; •• • 11 ••• .3i -� ifN \�_��pc.{� 3gg Vim a s zz z _ n0 O O O N4 GI N �e Zm•y o O = 70 rt z. Co G N ogn 4 ,4. ao� z z - 22 0 _ mm N4 N 5/8" MIN. TP. TRANSOM GLASS STOP S-8000 TRANSOM GLAZING ADAPTER HORIZONTAL AT DOOR S-8000 TRANSOM JAMB S-8000 JAMB FILLER 5-0000 SETTING BLOCKS (1/16" x 3/41 A TRANSOM HEAD S-8000 TRIVISOM ADAPTER %ANSON GLASS STOP HEAD COVER ,j10 x 1/2" F.H. ST/ST SUS TRIM GASKET INTERIOR SPACER 1/4" x 1/4" cee I z_ O z N _ m 0 3 • S i a 3 0 ccffQ4 y P ae'I$e n 00 0i . o rz C EXTERIOR // CLASS BITE i\ r MATERIAL 6083-T6 eNwm O Oi 0 O A o 'S x m S r ��. 8. FA ase A I►i°�_ . pp pp [S.� ii �e. 2 .�� � Q N 33$ N P P iIi 1814 r m f� ♦♦ = ♦♦ • ��.: Ygi co 1-11�II . d N e c x O C 'I = 7} , r=i i L- Ory V N n 9. m x n o M OG1A o CO1 **Eo A oo 2 ZZm 4 C y O chi czi n P. •40,5 N4 N I 1 1 1 1 1§ 8 2 b N A 1 1 1 1 1 1 UANF./SUPPLIER/REMARKS lj 11111 ♦♦♦ /a z O greet.: 07-15-17 1 SERIES -11G300 ALUM OUTSaING FRENCH DOOR (LM.I.}� AL-F'AROOQ CORPORATION p / m� ENGINEERS & PRODUCT DEVELOPMENT w *. �amlc 3/8• - 1" EIC � MR. GLASS DOORS So WINDOWS INC. 9360 SUNSET DRIVE, SURE 220 0 r m UPDATED TO 2014 RIC N.W. 84 STREET MIAMI, FLORIDA 332.73 (cam ss$8) Co o �°a °>` HAM ��� 8120 MEDLEY. FL 33166 TEL(305)2848too FAX 005)26249M ♦ C ii 1 470-8284 FWC. (305) 470-8285 COMP-ANL\W11 -40MG? .J. o o 5-y, :== TEL (30.5) sheet 9 of 11) • •••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • • ••• •• • • •• •• • • • • • ••• • • • . • • • • • • • .• .LOCKS; (See Table 11 or 93 for Lood Capacities) OPTION #1: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' 91285 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) 914 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) 912-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) 910-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) 910-24 X 1/2" FH MACHINE SCREWS AT OTHER END OPTION #2; • • • •• • • • • • • • • • • • • • •• • • •• • •• • • • • • • • CONCEALED VERTICAL ROD PAAIC EDIT DEVICE•BT• • 'JACKSON PANIC SYSTEM' /2086 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) 914 X 1" HH SELF DRILLING•SCR PT ONE EN8 ND •r (2) 912-24 X 1/2" 0H (; MACHI SCF A -t 001E1 Elf) OR • • • • • •• • CONCEALED VERTICAL ROD PANIC•EXIT•DEI�ICE alt • • • 1 'DOR-O-MATIC' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) 912-24 X 1/2" FH MACHINE SCREWS AT ONE END PANIC EXIT DEVICE OPTION 91 OR 92 HINGES: (See Table 11 or /3 for Lood Capacities) • §PTIh?1: #3; A• CTIViE 1 EAP KIY•OFIRATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL 'FASTENED WITH (2)•.`12-24 X 1/2" FH MACHINE SCREWS INACVE LEAF; •MAIiLALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) 96-32 X 1/4" PH MACHINE SCREWS 3/8" HEX STEEL TIP BOLT GUIDE STEEL ROD WITH THREADED ENDS t/--- THRESHOLD BOLT OPTION #1: OFFSET PIVOT HINGES ALUMINUM AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH 910-24 X 1/2" FH THREAD CUTTING SCREWS (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8" MS OPTION #2: 4 X 4-1/2" ST. STEEL BALL BEARING BUTT HINGES LOCATED AT 11" FROM TOP Sc BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WFrH (4) 112-24 X 1/2" FH MACHINE SCREWS PER HASP PRODUCT REVISED as complyy)1 with the Florida !Building Code NOA-No. 15.0826.92 Expiration Dat• 12/24/2018 By MIamF>t'ed6'frroduct Control STATE OF •.FiOR10�'.•' • YO �� /TTNAL t drawing no. W1 1-40 • .•. • •••• • • •• • .•.. .•• • . • • • .. • • 1 • • • • 0 O 014. 07-15-11 scale: 3/8• 1' Or. 5y HAIAD ask. ey n Ino dote 6Ydesenp ion A 03.79.12 NO 1:14453E 1115 SHEET 8 01.15.111 UPDATED TO 7014 150 A3: A SERIES -14500 ALM OUTSWING FRENCH 000R (LN.I) MR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET MEDLEY, FL. 33166 TEL (305) 470-8284 FAX. (305) 470-8285 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173 (CAN. 3538) TEL 5.706) 2648.700 FAX. (305) 262.6978 a f C COMP—ANL\W11 —40MG �• • • . • •• • ... • . . .... . . . . • . .. . .• .. • • •••• • . • • • .. •••• •• • • ..• .... •• • •• • • • • • .... • .. • • • • • • • • • ••• . • • • • • .. I 0 0 .J 0 • 5 .0 D 0 (date: 07-15-11 r 11001` 3/dr r (dr. by. IUMA J leek by. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 • • • • • • • • • • • • • • • • • • • • • 4 • • • • • •• • • • • 4 • 4 • • • • • 4 • • • • • �PoES-MG500 ALUM OU1SWING FRENCH DOOR (LM1 MR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET MEDLEY, FL. 33166 TEL (305) 470-5234 FAX. (305) 470-6235 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE. SURE 420 MIAMI, FLORIDA 33173 (63.11. 3534) 1L -I. (306) 2645100 FAX. (306) 2936978 a C COMPANL\W11-40M0 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 2970 NW 75th Avenue Miami, FL 33122 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 the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdictien. R$ • reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Cdntrol• 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 Floridahlidlnk• Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-.2590 F (786) 315-2599 www. m i a m i d ad e.aov/economy DESCRIPTION: Series "CM100" Outswing Aluminum Casement Window - L.M.I. • •••• • APPROVAL DOCUMENT: Drawing No. W04-16, titled "CM100 Aluminum Casement n8ow (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15, prepared by Brenn Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Produol Copirp Section Revision stamp with the Notice of Acceptance number and expiration date by the Mi i-Dage County Product Control Section. • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, arty, sja%• 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 NOA No. 13-1112.10 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4 and Green Sustainable Attribute (G.S.A.) page G-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMFDADE COUNTY APPROVED NOA No. 15-0416.02 Expiration Date: July 29, 2019 Approval Date: January 14,2016 Page 1 • • • •• • • • • • a • • • • • •• ••• • • • • • • • • •a • ••• • • • • • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11.0932.06) 2. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 1: • • • 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 • • • along with marked -up drawings and installation diagram of an outswing aly�yiy • casement window, prepared by Fenestration Testing Laboratory, Inc., Test Rearitl2.• Ir FL -6439, dated 02/21/11, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0922.06) • •••• • 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •••• 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 2101.94 • • 3) Water Resistance Test, per FBC, TAS 202-94 . • • •. • 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • 6) Drop Load Test (400 Ft. Lb.), per ANSI Z97.1 • • along with marked -up drawings and installation diagram of an outswing �umi>)tfil Casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No• FTL-5867, dated 05/02/09, signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 10-0426.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) Man el Pe E. Product Control E ner NOA No. 15-ic 16.02 Expiration Date: July 29, 2019 Approval Date: January 14, 2016 E-1 •••• • • •••• • •• • • • •••• • •• • • • • • •• ••• • • • • • �• • • • • • • • • • • • • • • • • •• • • • • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of aluminum casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859, dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.01) 5. Test reports on: I) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum c, tsen At• window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. • • • HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, all sigruid, aryl. sealed by Rafael E. Droz-Seda, P.E. • (Submitted under NOA No. 06-1130.01) •••. • •••• • •• • • • •••• •••• •, • • • • • • C. CALCULATIONS •••• • • • 1. Anchor verification calculations and structural analysis, complying with FEC•Sai . • • • Edition (2014), dated 03/31/15 and 11/090/15, prepared by A1-Farooq Cosporatjgp •..• • signed and sealed by Javad Ahmad, P.E. • 2. Glazing complies with ASTM E1300-09 • • • • • D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • • • • • •• • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. Manu er z, P.E. % Product Cont of E miner NOA No. 0416.02 Expiration Date: July 29, 2019 Approval Date: January 14, 2016 E-2 • • •� •• • • • • •• RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'" Edition (2014), and of no financial interest, dated March 31, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. FTL-6439, dated 02/21/11, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 11-0922.06) 3. Laboratory compliance letters for Test Report No. FTL-5867, dated 05/02/09, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E. (Submitted under NOA No. 10-0426.09) 4. Laboratory compliance letters for Test Reports No. HETI-03-1346, dated 09/16/03, HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03, HETI-03-1859, dated 01/16/04, HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09112/03} issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Ratielj : Droz-Seda, P. E. (Submitted under NOA No. 06-1130.01) • G. OTHERS ••••• 1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. fot•tlteir Series "CM100" Outswing Aluminum Casement Window - L.M.I., apprrnieil•on 12/26/13 and expiring on 07/29/19.• , •• • • 2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, & Condensation Resistance Calculation Report on: • • • 1) NFRC 100-2004 "Procedure for Determining Fenestration Product U -Factors" • 2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat Gain Coefficient and Visible Transmittance at Normal Incidence" • • • 3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation Resistance Values" Using computer simulation in accordance with NFRC: Frame and Edge Modeling: THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), of a RC Aluminum Series "CM100" outswing casement aluminum prime window, along with attached drawings and bill of materials included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12449.01, pages 01 through 07 of 07, dated 11/12/09, signed by Richard A. McVicker III, Simulator, and Steven H. Coble, NFRC Accredited Simulator, Simulator -In -Responsible -Charge. P.E. Product Controlx ytiiner NOA No. 15.0416.02 Expiration Date: July 29, 2019 Approval Date: January 14, 2016 E-3 • • •••• • •• • • • •••• • • •• • • •• • • • • • • • •• •••• • • • •• • • • • ••• • • • •• • • �• • RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS (CONTINUED) 3. NFRC 102-2004 Thermal Performance Test Report on: 1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal Transmittance of Fenestration Systems" Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum Casement Prime Window with Low E and Argon, along with submittal component drawings, with applicable part numbers, manufacturing and modeling details included in Appendix A, marked -up by National Certified Testing Laboratories, Test Report No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J. Mitchell, Technician, and Robert H. alders, P. E., Vice—President Engineering & Quality Person—In--Responsible Charge. 4. Recycled Content Determination Report on: Name: Casement Window, CM100 • • Raw Material: Aluminum • • • • • Including letter from Fundiciones Industriales S.A. (FISA) dated 0M/49,, certifying that the extruded aluminum products contained 30% recycl• sc� po e material, signed by Henry Kronfle, Vice—President. • • i••• • • •• •• i •.•• • •••• • • •• • • • • • •• •••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • / Menne z, P.E. v Product Coat miner NOA No. •0416.02 Expiration Date: July 29, 2019 Approval Date: January 14, 2016 E-4 • • • • • • • • RC Monte Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED GREEN SUSTAINABLE ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control. G.4 -RECYCLED CONTENT /BIO -BASER MATERIAL /RAPIDLY RENESVABLE MATERIAL".;,:i.'" Component Name Recycled % Recycled % Blo-based % Renewable Material Content at at Disposalaterial IM Test Product Number Manuf. G'8'G.9: U -Factor SHGC 1. Window Aluminum 30% 100% N/A N/A G.B , G:9- : !..Si.1QCFACTOR U- ACTOR (.THERMAL TRAN5MITIANCE) BTU/ITR=ETA aF:.ii.--y.--'r.- W:; ( SOLAR IIEAT;GAIN COEFFtdIE1VT) IITU/HR-FT2 r -4,--'-' • .:-- K- _' yr. t •- •s: 'S VT : VISIBLE LIGHT TRANSMITTANCE AT NOAMAI INCIDENCEr'r: as "f. CR-CONbENSATIONRIiSISTANCE,;'', -,,,",r ;:' "? t"! ,f -'s. IM Test Product Number _ .. Glazing Components: G'8'G.9: U -Factor SHGC Y._ • •° Vi • °L - *WsReport#: Green Tint Glass Base line Product 000 DAR 5/32 CLR_240#2-SS-_G_BRZ-1/8_090 PVB 1/8 0.62 0.19 0.9 • iff 1. NCTL 110-12450-1 001 5/32 CLR 240#2-SS-D_ARG BRZ-l/8 090 PVB 1/8 0.62 0.19 •••• 0.19 17 2. 002 5/32 CLR 240#2-SS-D_ARG CLR-I/8_090 PVB 1/8 0.62 0.20 OM': 711 I, 3. 003 5/32 CLR 24002 -SS -D ARG GRN -I/8 090PVB 1/8 0.62 0.19 0.!11 f 4. 004 5/32 CLR_240#2-SS-D ARG GRI -1/8_090 PVB 1/8 0.62 0.19 0R39 • 4? • Leuend Abbreviations: Description: SS -D Desiccant -Filled Stainless Steel Spacer 240#2 Cardinal Low E 240 @ #2 Surface Typical ARG 90% Argon PVB 0.090" Poly Vinyl Butryal (PVB) interlayer CLR Clear Glass BRZ Bronze Tint Glass GRN Green Tint Glass GRY Gray Tint Glass • • •••• • • 4•• • • •• • • ••• • •• • • •• • • • • • • • •• •••• • • • a• • • • • • • • • • •• • • CONDUCTANC>) BTU/ HRFT��F_. r < !_. ? x• G;,10 CFACT012T1IEEMA1 Component Name C -Value 1. Whole Window 1.94 G-1 i Manuel , P.E. Product Contro aminer NOA No. 15-0416.02 Expiration Date: July 29, 2019 Approval Date: January 142016 • • • •• • • •••• • • • • •• • • • • • •••• • • • ••• •• •• • • •• • •• •• • • •• • • • • •• •• • • • • • • ••• • • •• • • • •• • • • • • • • ••• • • • • ••• CM100 OPERATING/FIXED ALUMINUM CASEMENT WINDOWS FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 & 4. FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 3 & 4. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE. APPROVAL APPLIES TO SINGLE VENT WINDOWS OR DUAL VENT WINDOWS USING INTEGRAL IMPOST. ALSO TOP AND BOTTOM COMBINATIONS OF FIXED AND CASEMENT WINDOWS USING STACKING HEAD/SILL WITHOUT MULLION. ALSO TO SIDE BY SIDE COMBINATIONS. OF CASEMENT/FIXED, CASEMENT/CASEMENT OR WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING APPROVED MULUONS. <# 4/ <1 /r < RATING OF FIXED WINDOWS UNDER SEPARATE NOA. <6 <4 4 • • 4 •• • ••• • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • •• ••• • ••• • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• MULLION CAPACITY FOR THIS OPTION SEE SEPARATE MULLION NOA THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engel JAVAD ABMAD CML FIA. PE S 70592 CAN. 538 11201; PRODUCT REVISED as complying with the Florida Building Code Acceptance No I5•G 4IGpon2�q Bx initio De �RT/4 '201 L 4/e,, :!fes Dy _ Uianlk Product i z - 8 f Ca o • el • e`1 o o .B oE au ga 0 0 Ww wz w 3a 0N S�^0 W^"T w 02 n N FAX. (786) 464-1382 8 0 a V 2 0 3 0 c a 0 x drawing no. W04-16 (sheet 1 of 1 1 WINDOW HEIGHT 72 3/4' MAX. WINDOW HEIGHT 72 3/4' MAX. HEAD/SILL CORNERS N VENT HEIGHT .. z l \ "" / jjjh\\/ II art: • .•,4 \ • ••4••• / • • /•• •• • • • • • / \ / \ / \ / \ UPDATED 10 2014 FOC \ ..r/.wk RN. PER PER COMMENTS sva 11.10.15 SMLOQNIM aIKv2L!I ONVU E4' FalFa V em e,nO C� 0 Z 1Ao = z z z =8 rnZl Vl m z m m 74 1/4' MAX. WINDOW HEIGHT 72 3/4' MAX. VENT HEIGHT 67 1/2 MAX. D.L OPG. 3,51 0x A g z2 ,p1/ / \,IIT __ II _ _/_ii II \_ __ p_ _ l / yII .\�\,•I1 \ s(1 / / 1 ii ii \ 111111 ter - O 0 ) O1 O A i g g g 21-3/8' MAX. JAMBS 74 1/4' MAX. 0 5 1/2' MAX. WINDOW HEIGHT 72 3/4' MAX. WINDOW HEIGHT 72 3/4' MAX. D.L OPG. IkEl0 n z VENT HEIGHT 11 - \ flii• • • 1; \ • • ••t•/ ��VJJ • -"MASA \ "" / jjjh\\/ --.m. \ / \ \ \ ".�s`.. \ \ / \ / \\ // art: • .•,4 \ • ••4••• / • • /•• •• • • • • • / v \ UPDATED 10 2014 FOC \ ..r/.wk SMLOQNIM aIKv2L!I ONVU E4' FalFa V em e,nO C� 0 Z 1Ao = z z z =8 rnZl Vl m z m m 74 1/4' MAX. WINDOW HEIGHT 72 3/4' MAX. VENT HEIGHT 67 1/2 MAX. D.L OPG. 3,51 0x A g z2 ,p1/ / \,IIT __ II _ _/_ii II \_ __ p_ _ l / yII .\�\,•I1 \ s(1 / / 1 ii ii \ 111111 ter - O 0 ) O1 O A i g g g 21-3/8' MAX. JAMBS 74 1/4' MAX. 0 5 1/2' MAX. WINDOW HEIGHT 72 3/4' MAX. VENT HEIGHT 67 1/2' MAX. D.L OPG. IkEl0 ) IAN date / \1 II / T\ e,i yr_st _-_1L y / 11 ''.X'. 11 =-1-1r. -----iii11 ---- -%- ~\// 'I II II o II II 4 \ flii• • • 1; \ • • ••t•/ ��VJJ • -"MASA o jjjh\\/ --.m. \ / \ \ \ ".�s`.. \ \ / \ / \\ // art: • .•,4 \ • ••4••• / • • /•• •• • • • • • / v \ 21-3/8' MAX. JAMBS 74 1/4' MAX. • • •• JAMB CORNERS -Cm CO 0 CO 5 l/2 MMT. • JAMB • • CORNERS WINDOW HEIGHT 72 3/4. MAX. VENT HEIGHT 67 1/2 MAX. D.L OPG. va am // / / / / \ / \ o A N / \ \ ^ _ \ i= 0 03 }1 II \ jl 11 / II �:\�.II \ I� I III ✓ / II II \ �O�11 — / II II \ iJxv I� i O n N 0 drawing no. W04-16 J "(revisions: by ) fio date des crlptionn G 10.10.17 MAW,. MIME REV. H 04.07.15 UPDATED 10 2014 FOC 1 00.11.15 RN. PER PER COMMENTS 4 11.10.15 NO CIVNGE 11415 511E07 CM100 ALUMINUM CASEMENT WINDOW (LM.I.) Jr RC HOME SHOWCASE 2970 N.W. 75T1-1 AVENUE MIAMI, FL. 33122 TEL (305) 392-6214 FAX. (766) 464-1562 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI. FLORIDA 33174 TEL (306) 2648100 FAX. (306) 2626978 • C COMP-ANL\W04- 1 6RC m N 8 z m w iu WINDOW HEIGHT 72 3/4' MAX. D.L OPG. II m� � 1 E 4 \ VENT HEIGHT Q? /\ /c -JL1IN VENT HEIGHT II =__ I • •I • •• I I \ ,.._o MAX. 5 1.. MAX. L 1'°2' .2" CORNERS a i i y72 e WINDOW HEIGHT 3/4' MAX. D.L OPG. II m� � 1 E 4 \ 9 VENT HEIGHT II =__ I • •I • •• I I \ ----WWW _... ----- 10.70.13 • ' WINDOW WIDTH 1 1 1 •••IF \ •//••• \ .C:\.• • 8 \ /.• •• \ / \ / \ / • • • \ / • •1\ / Y 4 t AI Ram M _vs,1 m� / \ / \ dr. bY• HAMID , C; or REV. PER RER COMMENTS 4 I N 10 1/2' MAX 5 1/2, MAX. NO CHANGE THIS SHEET Tn w SA OUNIM aWV2II nF o �v yz N r0 os z� Z z =N M niA z 0 1.110 co P1 -o I'l CORNERS reiz 0. r-5,'10 1/2' MAX. +.5 JAMBS 74 1/4' MAX. WINDOW HEIGHT 72 3/4' MAX. VENT HEIGHT 67 1/2 MAX. D.L OPG. II m� � 1 1 4 \ mit II /2 T\ ------1-11---,-7.'----*- -1111--------- mm i,,.- '\„„11 _ fid____ II II / I I I I a `/�'��J '/ 11 9 �0•••k•/ II =__ I • •I • •• I I \ ----WWW _... ----- 10.70.13 • MANOR. NAME REV. •••IF \ •//••• \ .C:\.• • 8 \ /.• •• \ / \ / \ / • • • \ / • •1\ / Y 4 t AI a s r 74 1/4' MAX. •I • •• • • • 5 1/2' MAK. • • WINDOW HEIGHT 72 3/4' MAX. VENT HEIGHT 67 1/2' MAX. D.L OPG. 1 m, dote by-aescriptlon .,,,,.,:\ I,/ o Z G 10.70.13 MANOR. NAME REV. 77 P 1 / \ 1� / �/1 I 1 1I \ II � I / 1 I .�. \s \: 1y II / II II \ II II Ram M _vs,1 m� JAM -B •• CORNERS 0. 0. * a = al O ^doie: 03-01_14 l revisions: Ino dote by-aescriptlon \1 .0.1.: 1/2'.1'-0' J 1 G 10.70.13 MANOR. NAME REV. H 04.07.15 UPDATED TD 2014 FRO dr. bY• HAMID , 1 08.11.15 REV. PER RER COMMENTS 4 11.10.15 NO CHANGE THIS SHEET d''. by: �1 ` 7 CM100 ALUMINUM CASEMENT WINDOW (LM.I.) RC HOME SHOWCASE 2970 N.W. 75TH AVENUE MIAMI. FL. 33122 TEL (305) 392-6214 FAX. (766) 464-1562 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-1100 FAX (305) 2626878 COMP -ANL\W04-16RC q b tt// _ _ W 0 . ,g 1 N P J {��•, 2. I OV N •P OI b U 2. N I + 0 b O W I. N J. N V A N m qN ‘7., A W W 1 1 O t N • m 4 p f0 1 A LI 1 m • • • O t P N m • 4 P I tJ. 15 1 N.72.!, m N 0: N� p.N .0 cr... I AP N U g 1+ I. N• m y WINDOW DIMS. DESIGN LOAD CAPACITY - PSF SIDE HY SIDE SINGLE VENT MOILS. 1 t N pp� P pp 4 p S I \ m m Uy m Q O x 8 m o A 888;18888888888888888888888g8888888888888888888888 0 0 0 b o b o 0 o b b 0 0 0 0 0 0 0 0 0 o c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 0 0 0 0 0 0 0 0 0 b Z ~ 2 b i+ - 0 b E. `• Eg 8888888888888888888888 8000bbbb0000obbOobeOO000ob000 ••• •°: 14• . • • I"a1�•e• •F•i' 3 38888888808888888888888888833338388338338386§g$•�33:%'R.�yt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 80.0 80.0 80.0 80.0 0 0 8 80.0 80.0 80.0 80.0 0 0 8 EXT.(+) INT.(-) 80.0 80.0 80.0 AR bi P FLANGE AND FLUSH FRAME WINDOWS 10 A N 0 t cK Om 2 N A 4 W 7.15 4 4 4 N N H .03 Po J : V 8p N O\ 8 4 S .+ (, V J N /;\6 W J • V P N O l// `\O �I \ I 0. V P V I+ N O\ J 8'...- 14R 1 S P• O V p \ + / \ t0' P I+ O< m /�i��' / , \ \ V N O\& • /:,. N O ;1! 16^2!x• • y .03 Po J : V 8p N O\ 8 4 S .+ (, V J N 4 1 O . W J • V P N O 41 I♦ t. a W y t. J J A, N q P U O\ m 0. V P V I+ N O\ J 8'...- 14R 1 S P• O V p \ + b a P i+ V J N t0' P I+ O< m 4 t p a \ 8. i • to V + . • V N O\& • N 14 a. m O ;1! 16^2!x• • y �Zy'• E a 0 b G) C z p r <e1 zn tO o w P 8 0 O b i i 8 8 b b 8 8 b b 8 8 O o b b P 0 O b o 0 8 8 o b 8 8 o b 8 8 b o 8 8 b o 8 3 b o 8 8 b b c 5> -- x ttb Ii 8 in ••••(• ••• •°: 14• . • • I"a1�•e• •F•i' 3 38888888808888888888888888833338388338338386§g$•�33:%'R.�yt 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o b o 0 0 0 0 o b o 0 0 0 0 o b 0 0 9 P•9 • 0 • 0 8 R 13 • • Rh , • 0 C 825 A 4 N ?-'15 Uu V O\ V (y., N O V O _+ i �. (y� N V \ R, (y.� N V O\ A ` O6 N V O\ p G + _-1 t.,..I J O` V` N O! 4 (.� W b t. N O 1. I \ a O 2 So ; O Y O 0 E2 GJ z z 0 z> -4t 3� z y, N w 01 J r A HAMM NhNE REV. H 8', 8 S UPDATED TO 2014 FOC M. D`I HAMID / rr, e b 8 8 o b P 3 O o b P O 0 o b P m 0 0 b b O O b o O 0 o b o P b b P 8 0 O b 8 E b b 8 8 b b 8 8 b b 8 8 O o b b P 0 O b o O 8 o b 8 8 o b 8 8 o b 8 8 b o 8 8 b o 8 3 b o 8 8 b b 8 8 b 0 5> -- x ttb Ii N c• 0 4 11 sO 4 y S 2 VEP 0 =P0 21 3/4' H MAX. / \ f H f / \ / / ••••:‘, 8 H 21 3/4" MAX. 0 m 0 . O s b -4y. 7 G -( 00-01-04 , ED no 0 m 0 . O s b -4y. 7 G -( 00-01-04 , revisions no tlaie by dsenpUon r l� G 10.10.13 HAMM NhNE REV. H 04.07.15 UPDATED TO 2014 FOC M. D`I HAMID / 1 06.11.15 REV. PER RER COMMENTS 11.10.15 NO CHANGE THIS SHEET chk, by. CM100 ALUMINUM CASEMENT WINDOW (LM.L) RC HOME SHOWCASE 2970 N.W. 75TH AVENUE MIAMI, FL. 33122 TEL. (303) 392-6214 FAX. (786) 464-1582 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 3.235 S.W. 87 AVE MIAMI, FLORIDA 33174 T0_ (30512848100 FAX (305) 262-6978 a C COMP -ANL W04-16RC • •• • •••• • • •••• •• • • • • ••.• • • • •.• •• •• • • •• . .• .. • • • . • •• •• •• •• • • . • • • •. •••• •• • •• • •• •• •• • • • • • --- - - • 1/8' HEAT STREN'D GLASS .090' InterToyer Butocite PVB BR'Kuroray Americo, Inc.' O .090' Interlayer SentryGlos By 'Kuroroy Americo, Inc.' 1/8' HEAT STREN'D GLASS 3 n SILICONE DOW CORNING 795 VENT 1/8' HEAT STREW() CLASS OR 5/32- TEMP. GLASS 1/4' AIR SPACE 1/8' HEAT STREN'D GLASS 090' Interlayer Butocite PVB By 'Kuraray Americo, Inc.' OR 090' Interlayer SentryGloa By 'Kuroray Americo, Inc.' GLASS TYPE 'A' 1/8' HEAT STREN'D GLASS SILICONE DOW CORNING 795 VENT GLASS TYPE 'B' • • • • • • • • • • • •• • • • • •• SILICONE • • • DOW CORNING 796 • FIX. LITE ro SIUCONE DOW CORNING 795 • • • • • • •• • GLAZING OPTIONS NOTE: IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'B' MUST BE TEMPERED. FIX. LRE 111. ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPLI ER/REMARKS CM100-001 2/ WOW FRAME JAMB 5063-16 2 • CM913I-002 .2/ WPo• FRAME HEAD AND SILL 6063-T6 - 3• • 4410-017 • 4 • 01,11011-008 e 2 REQO, 41S REIID. FRAME JAMB (FIX.) 6063-T6 FOR FIXED WINDOW HORIZ. IMPOST 6063-16 FOR FIXED WINDOW 5• •• C5408-012 6 C1A100-013 7 CM100-014 • 8 01100-0 fi • • 9• 1 081100-0Y6 • OS READ. JAMB ANCHOR CUP 6063-T6 AS REGD. AS REGD. • AS REQD.. 4{ WOW VENT HINGE FRAME HINGE FRAME HEAD/SILL (FIX.) GLAZING BEAD (LAM. GLASS) 6005-T5 6005-T5 6083-18 6063-T6 INSTALLED wrm (3) /10 X 3/6' M5 INSTALLED WITH (2) /10 X 3/8' M5 FOR FIXED WINDOW FOR FIXED WINDOW • • to • AFAWOti-07• • 11• • 011.4100-018 4/ IVY 4/ W.H GLAZING BEAD (LAM. INS. GLASS) 6063-T6 FOR FIXED WINDOW SNAP COVER (LAM. GLASS) 6083-T6 FOR FIXED WINDOW --• 12 ` CM10t1-Ot'9 13 CM100-032 • 4i1YDW SNAP COVER (LAM. INSUL GLASS) 8063-T6 FOR FIXED WINDOW AS REGD. VERTICAL IMPOST 6063-T6 14 CH100-021 2/ IMPOST ANCHOR CUP FOR VERTICAL IMPOST 6083-T8 15 CM100-022 ANCHOR ARM OPERATOR 6083-T6 18 AS RE00. SCREENS ALUMINUM OPTIONAL 19 CM100-026 20 CM100-027 4 VENT FRAME 6063-T6 1/ CORNER CORNER LOCK 8063-T8 21 V-033 AS READ. TREMCO TR -5804N SPONGE NEOPRENE 22 23 24 P-049 V-055 V-059 AS REGD. AS REGD. AS REQD. GLAZING INSERT VINYL FOR LAM. INSUL CLASS - VENT VINYL FOR LAM. & LAM. INSUL CLASS (FIX.) RIGID PVC PVC PVC MELTPOINT DUROMETER 7535 SHORE A MELTPOINT, DUROMETER 75±5 SHORE A 25 AS RECD. 3/16' X 3/8' X 4' LG. SETTING BLOCK EPDM DUROMETER 80±5 SHORE A 26 27 AS REQD. 1/8' X 1/2' SINGLE FACE TAPE P-025 PLASTIC CAM M & M NYLON 30 CD25 & CD35 SINGLE MM OPERATOR 5T. STEEL ROTO HARDWARE SYSTEMS 31 32 1805-6645 3 POINT LOCK ASSEMBLY 33 61553 GUIDE HOUSING ROTO HARDWARE SYSTEMS ATTACHED W/ (3) /8 X 3/4' SMS 34 GS001 STRIKER ATTACHED w/ (3) /8 X 1/2' SMS 35 ilo X 1' 2/ CORNER FRAME ASSEMBLY SCREW ST. STEEL PH PHL. SMS 36 /10 X 1/2' 37 /10 X 3/4' 38 /10 X 3/4' 39 CM100-032 2/ CORNER 4/ CORNER 2/ SIDE VENT ASSEMBLY SCREWS 5T. STEEL 111 PHL. SMS IMPOST ASSEMBLY SCREWS ST. STEEL PH PHL SMS 1- F CO .)o W W 3a O • N a L1.1 M N OzLL1 = O • ; n N F FAX. (786) 464-1582 IMPOST ASSEMBLY SCREWS 5T. STEEL FH PHL. SMS AS REQD. FLUSH ADAPTER HEAD/SILL 6063-T8 40 CM100-033 AS REGD. FLUSH ADAPTER JAMB 6083-16 Eng,: JAVAD AHMA0 CML M. PE 70592 CAN. 3538 PRODUCT REVISED es complying with the Florida Building Code Acceptance No E dmti, Date h4'Tir: ido 47' rade Product ' Nolo By Miami oz 2or 1 E qy1 r 1 drawing no. woo -16 sheet 5 of 11 (sheet 6 of 11) • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • • •• • • •• •• • •• • • • TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING EDGE DIST.' 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING • • TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING• �� • • EDG „ ` 11 • • • • • • • • • • • • • • • • ••• 2.1 WOOD MIN • ill —r • • • • • W METAL STRUCTURE EDGE DIST. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING 2 MIAMI—DADE COUNTY APPROVED MULLION & MUWON ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPICING • •• In METAL STRUCTURE EDGE DIST. 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. SHEET 3 FOR SPACING N WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) 1/4" HILTI KWIK—CON U (Fu=138 K51, Fy=137 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-3/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRs) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK.= 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS I'c - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. SEALANTS: ALL FRAME AND VENT CORNERS SEALED WITH JOINT SEALANT. S 1/4" X 3/8' WEEP SLOT AT EACH END Engr: •RVAD AHMAD CML FTA PE / 70592 CAN.35 TYPICAL ANCHORS SEE EW/. SHEET 2 FOR SPACING TYPICAL ANCHORS SEE ELEV. SHEET 2 FOR SPACING I?.2011 PRODUCT REVISED as cen,plyinn wish Iha Florida Building Code Acccptance No 1540416.02 Expiration Date ME an . Product Cot 1 8 8 w 8 0 Wj W 3a o N < =F_Csi V) in Nr) r' !8 o o_ ce N i FAX. (786) 464-1582 0 C IN R A 8 B 'to u v E 8 0 0 drawing no. W04-16 =01.: I/2- - 1• J SAWaNIM ,LNHA a1JNIS A C _ dab: 03-01-04 dr. by. NAMID [Mk. by: to date by description 0 10.10.13 MANUF. NAME REV. M 04.07.15 UPDATED TO 2014 ERC 1 01111.,5 REv PER RER COMMENTS 4 11.10.15 REV. PER RER COMMENTS CM100 ALUMINUM CASEMENT WINDOW RC HOME SHOWCASE 2970 N.W. 75TH AVENUE MIAMI, FL 33122 TEL (305) 392-6214 FAX. (786) 464-1582 ••• • •••• • •• • • • • • •• •••• • • • •• • • • • • • • •••• • • •••• • •• • • • ••• • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 2626976 a f C COMP -ANL\W04-16RC • 0 8 co O dd. 03-01-04 I RwM: 1/2- - 1' Or. by: 14AM17 c14. by: no -Tote 10.10.13 04.07.15 00.11.15 11.10.13 by description MMIUF. NAME REV. UPDATED TO 2014 FEC REV. PER RER COMMENTS REV. PER RER COMMENTS CM100 ALUMINUM CASEMENT WINDOW (LM.I.) RC HOME SHOWCASE 2970 N.W. 75TH AVENUE MIAMI, FL. 33122 TEL (305) 392-6214 FAX. (786) 464-1382 EDGE DLSr. AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2649100 FAX (305) 2526978 COMP-ANL\W04- 16RC� • 9 •• • D.L OPG. EXTERIOR VENT WIDTH D.L OPG date: 03-01-04 'cow: 1/2. - dr. by MAIM • no date by description 0 10.10.13 MANUF. NAME REV. )1 04.07.15 UPDATED TO 2014 FRC 1 051115 REv PER RER COMMENTS J 11.10.15 REV. PER RER COMMENTS (9m100 ALUMINUM CASEMENT WINDOW (LM.1,1) RC HOME SHOWCASE 2970 N.W. 75TH AVENUE MIAMI. FL 33122 TEL (305) 392-6214 F.X. (786) 464-1582 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 2235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305)264.8200 FAX. (305) 262-6978 COMP —ANL\W04-16RC a f • • • • • • • • • • • • • data O-01-04 ••• •••• S n:i '' D • •••••••• •� 1 z•••• LEo c ��•• • • T • N • Ie7 •• •§ N •c • C7 0 • F. • • • • • • •• • ••• • (LL!OOLma's) .ods 1/2• - 1', dr. by. HALM no dale by description 5 10.10.13 MANUF. NAME REV. H 04.07.15 NO CHANGE IRIS SHEET 1 08.11.15 REV. PER REP COMMENTS .1 11.10.15 No CHANGE THIS SHEET CM100 ALUMINUM CASEMENT WINDOW (LM.I.) RC HOME SHOWCASE 2970 N.W. 75TH AVENUE MIAMI, FL. 33122 TEL (305) 392-6214 FAX. (786) 464-1382 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264.6100 FAX. (905) 262-6978 • •• • •••• • • •••• a f C COMP-ANL\W04-16RC • •• • • •••• • • • • • • • •• • • •• • • • • • • • • • •• •••• Y • • • • •• • •••• •••• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • ••• • •• •••• • • • •••• • • • •• • • •• • • • •••• • •••• • • • • • • • • •• • • • • • • • • • 0 N O drawing no. W04-1s (date; 03_01-04 )^ revisions: ) no dascription !t l ..calr. 1/2' • 1' J G 10.10.13 IMAM' H 04.07,15 NO CHANGE THME S SHEET [dr, Dy: MANIC ) 1 00.11,15 REV. 0E1? RER COMMENTS ak °y J 11.10,15 NO CHANCE THIS 5NEET J CM100 ALUMINUM CASEMENT WINDOW (LM.L) RC HOME SHOWCASE 2970 N.W. 75TH AVENUE MIAMI, FL. 33122 TEL (305) 392-6214 FAX. (766) 464-1582 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 262-6978 a C COMP —ANL\W04-16RC o • Q •••• • • • • • • • •• • • •• • • • • •••• • • • • • •• •••• • • • • • •• • r••• • • •••• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • ••• • •• Florida Building Code Online bia r &=1 BCIS Home I Log In I User Registration I Hot Topics y Submit Surcharge I Stats & Facts Product Approval USER: Public User Product Aooroval Menu > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other Search Results - Applications 2014 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method 9/23/17, 11:29 AM re a Publications FBC Staff 1 BCIS Site Map 1 Links I Search • • • • • •• • • •••• • • •••• ALL Quality Assurance Entity Contract Expired • • ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL • • • • • • • • • • •• • •• • • • • •••• • •. • • • •••• Refi ch �• 4p•• • gU...: ALL • •••• •AL1••• •• •• ALL •• ALL • •• • • • • • •• • • • ALL • ••• • • • • • •• FL# Type Manufacturer Validated By Status FL20352 New Mr Glass Doors & Windows Inc. Category: Windows Subcategory: Single Hung Ammad Riaz, P.E. (786) 390-5097 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public rest. 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 deterrRine if y dare a lic u er Chapter 455, F.S., please click here . • • • • • • • i gii gei • •• • • Product Approval Accepts: Credit Card Safe security 1tETKICS• • •• • • • • •••• • • •• •• •• • • • • • • • • •. • • •• • • • •••• • • • • •• • • • •• • •• •• •••• • •• ••• • • • • �• • • ••• • • • https://www.floridabuilding.org/pr/pr_app_Ist.aspx Page 1 of 1 2 ... . . .... • . • • • • • .. • • .. • • •••• • • • • • • • • . •••• • • .• ..• •••• • • •••• • • • • • • .. .. • . • • • • • • .• . • • • • • • ••• • .. • .•• •••• • .. • • • •••• • • • • .. • • .. • • • • .. ••••• •• • . ..• •••• • • •••• • • • • . • .... .. • • • •• •• • • • .. . . • • • • ••• • .. Florida Building Code Online 9/23/17, 11:28 AM Tiif i�: I1 .ABOUTIOBPR'' OBPR DIVISIOTS BCIS Home 1 Log In 1 User Registration 1 Hot Topics Submit Surcharge I Stats & Facts 1 Publications I FBC Staff 1 BCIS Site Map Product Approval USER: Public User Product Approval Menu > Product or ARplication Search > Aoolication List > Application Detail FL # Application Type Code Version Application Status Comments Archived FL20352 New 2014 Approved •••• • • • • •••• .CONTACT-08PR Links I Search • • . • •• • • •• • • • • • .••• • • • •••• •• • • • • . • • • •••• • •• • • • • •• • • • • • .• .• •• • • Product Manufacturer Mr Glass Doors & Windows Inc. • • •• • Address/Phone/Email 8120 NW 84th St Medley, FL 33166 • • • • • • • (305) 470-8284 • • • ••• • • • • ulises@mrglasswindows.com • • • • • Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method ••.• • • •••• • • • • •• • • •• • Evaluation Report from a Florida Re.gis,3ral Architeg in 8 Licenvid. •; • Florida Professional Engineer • • • • Evaluation Report - Hardcopy Rec ivAl •• • • • • • • • •••• • •• Florida Engineer or Architect Name who developed Javad Ahmad • • the Evaluation Report • • • • Florida License PE -70592 • • • Quality Assurance Entity Keystone Certifications, Inc. • • Quality Assurance Contract Expiration Date 08/27/2025 • • •• • •• • Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received •••• • • • •• • • • • • • • �• • • ••• • • • • • •• Certificate of Independence FL20352 RO COI SS - Series MG -200 SH (LMI-SMI)-CI 2014.Wdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dthaspx Page 1 of 3 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/19/2016 04/19/2016 04/24/2016 06/08/2016 ••• • • • • . •••• • • • •• • • ummary of Products • •• • • • •• • • • 9/23/17, 11:28 AM •• • • • •• • • • Back Next • ••. • • • • •••• •• • • • • • • • • •••• • •• •••• • • • • • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-481482x4• • • • • • • ••• • The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida. :: Privacy Statements :: pcies•s•x•�liitbStatement :: 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-rel:1s rl40st, do nit send • electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any question, pleps &ontact 850.487.1395. *Purit tj0 • Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must prowide the Departrsesewith en 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 Jbu 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 yclt•are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Ige Credit Card Safe security,MLiTRIcs. https://www.floridabuilding.org/pripr_app_dthaspx Page 2 of 3 — — — ...• . — ••— •••• # Model, Number or Name „\isFL • • • • • Description • • • • ' ' 20352.1 Series MG -200 Aluminum Single Hung Window• Large missile impact resrstarrt'aluminunf ingl2 hung Wlt?doV. • • • •• • Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-140 Other: See attached drawing W16-20 for span vs. load combination and installation details. • • • • Installation Instructions FL20352 Q II SS - Series.&i-200 SI -I Window (Lf 4..••• DWG W16-20.pdf •• ' "'. •• ' ' Verified By: Javad Ahmad PE # 70592 • • Created by Independent Third Party: Yes Evaluation Reports FL20352 AE 55 - Series MG -200 Alum SH Window (LMI) -PAE 2016.pdf Created by Independent Third Party: Yes Series MG -200 Aluminum Single Hung Window Small missile impact resistant aluminum single hung window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-140 Other: See attached drawing W16-21 for span vs. load combination and installation details. Installation Instructions FL20352 RO II SS - Series MG -200 SH Window (SMI) - DWG W16-21.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20352 RQ AE SS - Series MG -200 91G61114 Window (SMI) -PAE 2016.pdf • •••• . Created by Independent Jrhird I;arty: Yes • • • Back Next • ••. • • • • •••• •• • • • • • • • • •••• • •• •••• • • • • • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-481482x4• • • • • • • ••• • The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida. :: Privacy Statements :: pcies•s•x•�liitbStatement :: 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-rel:1s rl40st, do nit send • electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any question, pleps &ontact 850.487.1395. *Purit tj0 • Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must prowide the Departrsesewith en 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 Jbu 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 yclt•are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Ige Credit Card Safe security,MLiTRIcs. https://www.floridabuilding.org/pripr_app_dthaspx Page 2 of 3 • . • •. . • .•.. •. • • . • •.•• • • •• • •. • • • • •• • • •••• • • •• • •••• • • •• • •••• • • • • • •• • • •• . • • •• • • • • • • • •• • • • • • • ••• • • •• .•• • • •••• • • • • • • •• • • •. • • •••• • • • • • • • •• •.•• • • • • • •• • •••• • • •••• • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • ••• • •• • • 0• Florida Building Code Online 9/23/17, 11:28 AM • • •••• • • •••• • • • • •• • • •• • • • • • •••• • • • •••• •• • • • • • • • • •••• • •• • • •• •• •••• • • • •• • • • • • • • • • • • �• • • • • • • • • •• • ••• • • • •••• • • • • •••• • • • • •• • • •• • • • • • • •••• •• • • • • • • •••• s •• 11••11 • • • • • • • •• •• •• • • • • •• • • • • • • • • • • • •• • • • • ••• • • • https://www.floridabuilding.org/pr/pr_app_dthaspx Page 3 of 3 ••••• • . • .. • • .. . • •• • • . . • • • • • • • •• .... • • • • •• • •••• ••••• • • • • •• • • •• .. • • • • • • • • • • ••• • • .. • • •• •••••• • • • • • • •• • • •• • • • • • • • • • • • •• • • • • •••• • •• • ...• .... • • • • . • ..•• •• • • • • • • e • • • •• • • ••• • •• • • • April 15, 2016 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series MG -200 Aluminum Single Hung Window (L.M.I. and S.M.I.) Certificate of Independence •.• • • • •••• • • • • •• • • •• • • • • • ••• • • • •••• •• • • • • • • •••• • •• •••• • • • • • ••• •• •• • • • •' •••• •• • • • • • • • • •• • ••• • •• Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, %,•0 S.,� p.0 EAH4• 44', rrri Y No 70592 �r.'; Q'`• .p•' ST OF :` ,,,,,,,,,,,,,ea,,,,, S 4-15-2016 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 1 alfarooq{alafceng.com 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 84TH STREET, MEDLEY, FL 33166 Model Name: SERIES MG -200 ALUMINUM SINGLE HUNG WINDOW Maximum Width: 53-1/8" Maximum Frame Height: 96" Maximum Load: +80 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W16-20 • • • •••• • • •• • • • • • •••• • • • •••• •• • • • • • • • • •••• • •• FL 20352 • • Date: 04/15/2036•• • • • • • •• •• • • • • • • • • • • • • • • • • • •• • This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/1 S.2/NAFS-02/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT DATE TEST REPORT 8 Test Sealed by ASTM E283 Air Infiltration Leakage Fenestration Testing Laboratory, Inc. 03/11/2016 FTL-8827 Idalmis Ortega, P.E. ASTM E331 OR ASTM 547 & TAS 202 Water Penetration Fenestration Testing Laboratory, Inc. 03/11/2016 FTL-8827 Idalmis Ortega, P.E. ASTM E330 & TAS 202 Uniform Static Air Press. Fenestration Testing Laboratory, Inc. 03/11/2016 FTL-8827 Idalmis Ortega, P.E. ASTM F 588 Forced Entry Fenestration Testing Laboratory, Inc. 03/11/2016 FTL-8827 Idalmis Ortega, P.E. 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com • ••• • • • •• Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT DATE TEST REPORT 8 Test • Sealed by • FBC 1626.2 (TAS 201 & 203) Large Missile Impact & Cyclic Fenestration Testing Laboratory, Inc. 03/11/2016 FTL-8827 Idalmis Ortega, P1 • 4 • • i •i • •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 2014 Florida Building Code. •• Evaluation Report Engineer:• JavadAhmad PEt170592 AI-Farooq Corporation EB # 3538 • ,pnum0rrriq� • `,.s,PJPOE......AO' i • -`,No 70592 , �; •• • -.113 :, ST OF 414 A %'"N':'n OR�pp: 1$ ` ��'SS70NA-E�C ''.b2 n n p....,S.aSe 4-18-16 •••• • • • •••• • • • • • •• • • • • • ••• ••••• • ••• • •• •• • • • • • •• • •• ••• •••• • • • • •• •• • ••• • • • • • • • • •• • • • • • • • • ••• • • • • • •• 9360 Sunset Drive, Ste 220 1 Miami, FL 331731 T: 305.264.81001 F: 305.262.6978 1 www.afceng.com 1 alfaroot@afceng.com • •••• • • • ••• •• •• •• •• • •• •• • •• • • •• •• •• ••• • • •• • • •• • ••• • • •• • • •• •• • •• •• •• • • ••• • •• • • • ••• • •• •• • ••• • • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • • • • • • • •• ••• • ••• • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. j SERIES MG -200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH 0 -HER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 2014 FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. 53 1/8" WINDOW WIDTH 46 3/4" O.L.O. (FIX. LITE) 6" MAX. HEAD/SILL /p CORNERS .."-4-7„ 1 20 1/2" MAX. HEAD 1 / I f� FDs_ \5 C0 `4 J FALSE MUNTINS 1 -(SURFACE APPLIED) MAY 86 USED ADDL. ANCHOR AS REOD. /-SEE CHART / FOR CAPACITY SILL ANCHORS NOT REQUIRED FOR LOADS UPTO 80 PSF ±j 20 1/2" MAX. SILL 46 3/4" D.L.O. (VENT) 49 3/4" J VENT WIDTH TYPICAL ELEVATION TESTED 0450 A- THIS PRODUCT EVALUATION DOCUMENT (RED) PREPARED BY TH15 ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONORSONS DEVIATE FROM THE P.E.D. 8- 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 CONDRIONS DETAILE0 ON THIS DOCUMENT. 0- THIS PRODUCT EVALUATION DOCUMENT WILL 8E CONSIDERED INVALID IF ALTERED 8Y ANY MEANS. 0- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENCINEER OR ARCHRECT WHICH WILL BECOME THE ENOwEER OF RECORD. (6.0.8 ) FOR THE PROJECT AND WHO WILL BE RESPON458LE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING A5 A DELEGATED 68546ER TO THE P.E.D. ENGINEER SHALL 5UBMR TO 1.115 LATTER THE SITE SPECIFIC 64441805 FOR RENEW. E- THIS P.E.D. SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #20352.1 \YV "\`loll llifll%7, .. OOOO z l zr _I (305) 470-8285 a WA LLiR 1fi OA4A_L '55 W16-20 'sheet 1 of 8J • •••• . • • ••• •• .. • • •• • •• .• • • • • • •• •• •• •• • . • •• • • • ••• •• • •• • • •• •• • •• •• • • • .•• • • • • • ••• c-.3/16" HEAT STREN•D. GLASS .090" Interlayer r- SentryGlas By 'Kuraray Anerico, Inc.' •\ r3/16" HEAT STREN'D. GLASS SILICONE /DOW 795 4".i\AT 1/4 POINTS ON LITES W DER THAN 36" ONLY GLASS TYPE 'A' 7/16" OVERALL LAM. GLASS 1-1/8" TEMP. GLASS it 71/4" AIR SPACE 1-- t3/16" HEAT STREN'D. GLASS 1 S .090" Interlayer 1\ 1-SentryGlas \ \ '\ By 'Kuroroy America, Inc.' \\ i \\ \ r-3/16" HEAT STREN'D. GLASS a 1 Z15 'U h I SILICONE [DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 7/8" OVERALL iNSUL. LAM. CLASS 1--1/8" HEAT STREN'O. GLASS • • \• ••,, • ••• • • • • •`; • 1.090 Interjyir • • :-•%tacIte PV8• Inc.' • • • i, t,•By lj Kura ray arnericS. • • • • • • • • • • 1 •r•1/8" H+iAI GSTR•N'0. GLASS v L, al •• • •v • z • •Ia • • •• • GLAZING OPTIONS SILICONEg •/i &0W 7. i • •\ • • • •• AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE '8' 5/16" OVERALL LAM. CLASS '1/8" TEMP. GLASS _ � 1/4" AIR SPACE 1/8" HEAT STREW!). GLASS \.\ ' -B090utacite " IntertayerPVB \ \ \` 1 Dy 'Kuraray Americo, Inc.' 11 \• \t \ ,-1/8" HEAT STREN'D. GLASS 1 '1 SILICONE J DOW 795 j1 / AT 1/4 POINTS ALL SIZES GLASS TYPE '131' 11/16" OVERALL INSUL. LAM. GLASS 1/4" AIR SPACE CONSISTING OF: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER 8Y 'LINGERMANN GM8H' AROUND THE PERIMETER OF THE CLASS. PERIMETER SEALANT. SIUCONE DOW CORNING 791 GE 2000 OR 'DURASEAL. EDGE SEAL SYSTEM BY 'QUANEX' Seale.1448-16 70692 3tia • • FL #20352.1 NM.t ., drowinq no. W16-20 sheet sheet 2 of 8 j 4 V 0 1 1 1 i i m 4 M 1 I. m 0 N b 1 1 m 0; • C i 0 P b 1 1 , m • Is, , • 0 PN• 0 1 �., I • • i i 0 00,, 10 I m y o 1 1 i • ; • {U., 01 N 1 1 1 \ O \ \ m N m 0., P- 1 a W 4 I I \ m V O m 0\0 U 0, 10 I 1 I • • • \ \ i m m 8 O v U \m m o m E m , • • V, , P O, ... '8 .m.. O m Oo A v0 • rn V j m t V 0 0 0 0 0 0 0 0 0 0 0 0 80.0 140.0 80.0 1 140.0 O O 0 0 N O a 0 O O 0 0 O O 0 0 80.0 j 140.0 80.0 140.0 O O 0 0 W o 80.0 140.0 80.0 140.0 80.0 I 140.0 80.0 140.0 80.0 140.0 80.0 124.7 m m O O b o 80.0 140.0 80.0 140.0 !. 80.0 I 140.0 80.0 ! 128.5 80.0 j 140.0 80.0 1400 m m O O Oto g o O O m o m m O O 0 0 m m 0 O O 0 o m m 0 0 O O 0 0 m m 0 0 O O o 0 m m 0 0 O O o 0 m m 0 0 O O o o m m m 0 0 8 0 O O O p o 0 O O 80.0 ' 140.0 80.0 80.0_ 80.0 j 140.0 80.0 80.0 80.0 140.0 80.0 80.0 80.0 I 140.0 80.0 80.0 80.0 140.0 80.0 1 80.0 80.0 140.0 80.0 j 80.0 1 1 1 I I I 1 1 I I 1 1 I I 1 I I 1 1 I I 1 1 I I 1 1 I I 1 1 I 1 1 I I 1 1 I I 1 1 I I m 0 0 O O m m O V O O 888888882 o O o O m m m m 0 0 O 0 O b O o O b O 100 8 0, 0 0 0' O 0 o O O m m 0 0 0 0 0 0 o 0 m 0 E 0 0 80.0 I 80.0 80.0 I 80.0 mom 60066666 m 0 p 0 0 m m m m m O p O m0 0 0 0 0 m 81 m O p 0 0 AT MTC, RAIL NO. IN PARENTHESIS INDICATE NO, OF ANCHORS PER JAMB. HEIGHT 25 1/4" MIN. VENT HEIGHT 0 m 0 m 53111 1enb3 •HEIGHT • •••• • • •••• •—•—•--- •• • • � • •• • • • � •• • •• • • 1==>„\•• .. ••;•• .• • ••• •• • ••• ... • �••• • •• •• \,• ' •• •• •• • • • ............_• • • .. • ••• • • 0 0 8 W I I • \\• 0• __ �__.. b In N NJ OO 8 1 1 •Nm ..._ 4 • W 1 1 • \ %m 8 8 4 0 4! I, \\ 0 N -• N O to U O W I • , 10 N- 1 N 8 0lw O W 1 I a \ 001m . , —__.......................................... _._._ 2".°1 • - •• 1 ", 0 ......... 0a rl O Z y DESIGN LOAD CAPACITY - PSF UNEQUAL LITES WINDOWS m o m m a. _._. ____..._ P I m m r. 00000000 m 81 m m m m 8,8 ]0}00000 m O m 0 80.0 I 140.0 80.0 140.0 1818 81818 bb 0 oo,o 80.0 140.0 80.0 I 140.0 m 0000o 00b6.66 m m 8 p b 0 80.0 140.0 80.0 1 140.0 m m o b 00;0,0000 m m o 0 O 8 Oboobbobo0100000 0 0 0 GLASS TYPES 'A' & 'A I. • EXT.(+) i 1NT.(-) NO. IN PARENTHESIS NDICATE NO. OF ANCHORS PER JAMB. HEIGHT 19 1/4" MIN. VENT HEIGHT 3-1 1011 !coilil 0 O ‘0°- dol :: 04-15-16 scale: - 1 if; by: TARIO (CH, Dy m- I N O 01 8 88 .1 I m G 8881 1 \\ N b(� W\mrnWWN• N\\ • • 0(1 1I L88888811. oi • , 0 M o y N I- DESIGN LOAD CAPACITY - PSF UNEQUAL LITES WINDOWS m P m m _ ? o \ v m 810 blo _.._ ._. R 8 o b m 0 0 0 0 _ _. —_ 0 0 o b 8 0 0 0 ....... 8 0 o 0 O E E 0 0 0 ....... ........_ 0 0 00 0 o o O 8 0 b 0 0 b o 0 0 O0 ._.,..__ 0 0 0 o 0 8 O b ..__ 0 0 b b 0 81818 0 O'O .—._ 0 0 o olo pp O 0 0 0 8 0 0 O O 0 b 8 E 0 0 00 0 0 8 p b 0 OOOIE 0 0 8 bib 0 I CLASS TYPES 'D' & 'D1' EkT.(+) 11NT.(-) 0 0 o b 8 0 o 000000 8 E E 8 8 NO. IN PARENTHESIS INDICATE NO. CF ANCHORS PER JAMB. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 [2_G-200 ALUM SINGLE HUNG WINDOW (LAI) )pi [-MR. GLASS DOORS & WINDOWS INC j 8120 N.W. 84 STREET MEDLEY, FL. 33166 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT f 9360 SUNSET DRIVE, SUITE 220 MIAMI. FLORIDA 33173 ((',A % 6538) TEL (305) 268100 FAX,(306)262-8979 =‘, � 4 ITEL (305) 470-8294 FAX. (305) 470-8285. 1t__... COMP-ANL\W16-20MG,- • • • • ••• • • • .•• •• •• • • • •• .. • • • • • •• •• • • • • • • .• ••• • • • • • . • • •• • • • • • •.• • • • • ••• 1BY WOOD BUCK d • 4 • 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING • e EDGE AS=. '• .41 • • .7,f. d• •• • •,, • • 1 • l • A' m v / • •• d •i• j • • •I OT EDC In • • • • `.�V� I DIST. • • • • • • . • • .•-• � • �. .2 • • •• WIN00W HEIGHT (B`' EXTERIOR re' 0 0 •• •• • • • ••\1• •••• • • •— • • • • • • • • • • • 000 • • OPTIONAL TO SPRING LATCH 0 xi z d4 4 • EDGE' DIST.. d • ,/ o • WI - TYPICAL ANCHORS READ. FOR LOADS ABOVE 80 PSF ONLY SEE ELEV. FOR SPACING TYPICAL ANCHORS t SEE ELEV._ i FOR SPACING 1YPICAL ANCHORS I SEE ELEV." FOR SPACING WEEPHOLES: W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END 1BY /- W000 BUCK • v / • F W1 EDCE_DIST. " • • • TYPICAL ANCHORS REDD. FOR LOADS —ABOVE 80 PSF ONLY SEE ELEV. FOR SPACING r, I F.B.C. APPROVED MULLION & MULLION ANCHORS I SEE SEPARATE APPROVAL 1 EDGE DST. ' TYPICAL ANCHORS SEE ELEV. FOR SPACING JJ WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY W000 BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1 -1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) N14 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD. SILL OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS f'c 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. v1 H1OIM MOONIM EDGE _DIST_�1 1b a' L otc 04-15-16 a r rn_ E �scole: 1/2. 1• � 0 1 dr. by: TAR10 FI N O 0 O II Mk by: (fevis,o 15' do SO! •28Y WOOD BUCK OR, WOOD$,TRUCTURE EDCE'61ST. • • • • • • • • • • • •• • • • •••• •••• • •••• • ••• •• • • • • • ••• • •• •••• •••• • • • • • •• •• • •••• • • • • • • • • • • ••• • • • • • EDGE DIST. a e 0 2 O N J^(MG-200 ALUM SINGLE HUNG WINDOW (L.M.I.)J" AL-FAROOQ CORPORATION (ar T_..........ENGINEERS & PRODUCT DEVELOPMENT 1 ........ MR. GLASS DOORS & WINDOWS INC. 9360 SUNSET DRIVE, SUITE 220 8120 N.W. 84 STREET ' 1 MIAMI, FLORIDA 33173 (C.r(JF. 3538) MEDLEY, FL. 33166 II I TEL. (305) 2648100 FAX. (305) 262-69!8 _- TEL. (305) 470-8284 FAX. (305) 470-8285 l!` .•.. . . . ... .. •. . • .• . •• •• • • • • • •• •• • ••• • • . • • • ••• . • •• • • • •• • • . • •• • • ••• • •• •• • • ••• • • • •• • ••• • • • • • • • • • • METAL ED•E DISE.• % STRUCTURE • • •• • - -- •—% • • • • • • T.1 • •• ••• ••• i ALT. TYPICAL ANCHORS i SEE ELEV.-1 FOR SPACING TYPICAL ANCHORS SEE ELEV.'7 FCR SPACING 1 • • • • •• A •d1.4• . • • TYPICAL ANCHORS SEE ELEV. FOR SPACING v EDGE DIST. n F.8.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL 11 TYPICAL ANCHORS SEE ELEV FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING D) ALT. 0 INSTALLATION NAILS WITH FLUSH FRAME ADAPTER FL #20352.1 Sealed 4-18-16 • rowing no. W16 -20J `sheet 6 of 8i 2131dVOV 3YV21d HS013 SOV38 ONIZYio (;) 1IV2I N01 LOS 1N3A 0 �slb tel rug 1IV21 d01 1N3A 0 H01Y1 030V01 ONRIdS =) 11V21 01,11133N .X1.3 11V8 3015 1N3A 8 1 44 04_15-161 f_ 1 v ( 1. 7r. I_. 1�2 _1' J by: TMIO co 0 °' ckey: — no .. - . .„crp(ion o d j• 0y JD . J w I m`D 'rn BNVC 301V2Id C 0Y3H 3I V2l3 m • • •• •• • • • • •• • • • • • • • • • • • w • • •• • • ••• • • • • • fel MG -200 ALUM SINGLE HUNG WINDOW FMR. GLASS DOORS & WINDOWS INC. 11 812.0 N.W. 84 STREET MEDLEY, FL. 33166 `ILTEL. (305) 470-8284 FAX. (305) 470-8285 L AL-FAROOQ CORPORATION ENGINEERS h PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 ((',I,T. 75,78) TEL (305) 264.8100 FAX. (305) 262-6978 f Ci • • • • • • • •• • • • • a w N o d j• 0y JD . J w I m`D 'rn o e wN- y $ 1 V4 1- j 1 o m, x W73231NK0008 M0221 MC222 mo N x 2 L 2 N 0 0x O12 O MG207 C MC208 N 21 bo 9.\ O m P Z \ c< % y IiA r<n Al 4 N N 2 ,,, 0 0 \rr y n \ A s y' = • G� g 1 -i VI 2 rr1 O 222 2 O ti/1 ' IA 61 2 1,g2 O • - J( J N •A HI -FLOW WEEPER 1. 0 0 b O V1 BALANCE INST. SCREW 5/16' 80X SCREEN 1 SIDE RAIL FIN SEAL W'STRIPP1NG VENT BOTTOM CU10E VENT TOP GUIDE SASH GUIDE INST. SCREW ULTRALIFT SPIRAL BALANCE 1 FRAME & VENT ASSEMBLY SCREWS GLAZING BEAD BULB _ LATCH SPRING LATCH INST. SCREWS SPRING LOADED LATCH GLAZING BEAD (5/15 GLASS) GLAZING BEAD (7/1N CLASS) GLAZING BEAD (3NSUL. LAM. GLASS) SASH STOP FLUSH FRAME ADAPTER SWEEP LATCH FIXED MTG. RAIL VENT TOP RAIL VENT BOTTOM RAIL VENT SIDE RAIL -41 m A N i r fO r DESCRIPTION FRAME HEAD I I i I - CELCON CELCON 1 CRS 2 o A ST. STEEL ZAMAK ST. STEEL 6063-T6 _5063-T6 5063-T6 6063-T6 6063-T6 6053-T6 6063-T6 6063-T6 6063-76 606.3-T6 6063-T6 6063-T6 MATERIAL 6053-T6 DUROMETER 8035 SHORE A PREFERRED ENGINEERING PRODUCTS CALDWELL OH SMS TYPE OPTIONAL J ULTRAFAB M&M PLASTICS 7 M&M PLASTICS FH SMS TYPE B ___....._..................... ___— PH SMMS ULTRAFAB 1 SULLIVAN & ASSOC. OH SMS ALTERNATE TO SWEEP LATCH I I I 1 1 1 1 I I 1 1 MANF./SUPPLIER/REMARKS fel MG -200 ALUM SINGLE HUNG WINDOW FMR. GLASS DOORS & WINDOWS INC. 11 812.0 N.W. 84 STREET MEDLEY, FL. 33166 `ILTEL. (305) 470-8284 FAX. (305) 470-8285 L AL-FAROOQ CORPORATION ENGINEERS h PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 ((',I,T. 75,78) TEL (305) 264.8100 FAX. (305) 262-6978 f Ci • • • • • • • •• • • • • • • • .. . . .• • .••. • • • • • . . . • •. •... • • •• • •• • .... .... • . • • • .. •• . •. • . • . • . . . . • • • . ▪ • 4 . . • .•• • •. •••• • • • • •••• • • • •• • • •• • • • •••• • • •••• •• • • • • • • •••• • •• MG -200 ALUM SINGLE HUNG WINDOW (L.M.I.) rMR. GLASS DOORS & WINDOWS INC. 8120 N W 84 STREET MEDLEY, FL. 33166 ll TEL. (305) 470-8284 FAX (305) 470-8285 11 AL-FAROOQ CORPORATION l a ENGINEERS & PRODUCT DEVELOPMENT i� 9360 SUNSET DRIVE, SUITE 220 1, ,• MIAMI, FLORIDA 33173 (C.A.4 J (8) i; /qi TEL. (305) 264-8100 FAX. (305) 262-6978 '' COMP ANL\W16.20MG Jr Florida Building Code Online RIO • PA P of ssio eg ation dbapr BCIS Home I Log In I User Registration Product Approval USER: Public User Hot Topics 9/23/17, 11:33 AM aeP H0Me Submit Surcharge I Stats & Facts I Publications Product Aooroval Menu > Product or Application Search > Application List Search Criteria Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other 2014 ALL ALL ALL ALL ALL ALL ALL ALL FL# Product Manufacturer Subcategory Compliance Method ABOUtiOdPRJ OBPR OJt3JON5 .CQNTACLOBPR FBC Staff BCIS Site Map I Links • • • • • •• • • •••• • • •••• • • •• •• Quality Assurance Entity Contract Expired, Product Description Approved for use outside HVHZ Design Pressure • • • • • • • • •• • •••• •• •••• • •• • • • •••• • •• • • • • • •• •••• • • • •• • • • • • Search • • Refine�garch •• • • 20359 • Ftt••• • • Att'••• ALL '. Att ' • •••• •••• • AIL • • • FL# Type Manufacturer Validated By Status FL20359 New Mr Glass Doors & Windows Inc. Category: Windows Subcategory: Horizontal Slider Ammad Riaz, P.E. (786) 390-5097 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 "" •••• The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Aocessirilit,Statement :: Refund Statement• • •• • • •• Under Florida law, email addresses are public records. If you do not want your e-mail address released in respowtog, public-reccrAre est, do nPtognDi • 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 p•orid• w• Department Nith an email%ddrres i= they have one. The emails provided may be used for official communication with the licensee. However email addresses are public rice. 4 you do n4 tiigh toe supply a personal address, please provide the Department with an email address which can be made available to thy, 613dc'j) deterrryne If you are a licensee under Chapter 455, F.S., please click Jiere . •••• • • • Product Approval Accepts: 71 RE Credit Card Safe securitvMETRICS' •••• • • • • • •• •• •• • • • • • • •• • • • •. • • • • • • •• • • • •••, • • • • • https://www.floridabuilding.org/pr/pr_app_Ist.aspx Page 1 of 1 Florida Building Code Online Professiona Regu tlo dblor ,== BCIS Home Log In I User Registration Product Approval USER: Public User 9/23/17, 11:33 AM Hot Topics Submit Surcharge I Stats & Facts 1 Publications I FBC Staff I BCIS Site Map 1 Links Product Aooroval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) FL20359 New 2014 Approved n Mr Glass Doors & Windows Inc. 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Horizontal Slider •••• • • • • •••• • • • • •• • • •• • • • • • ••• • • •••• •• • • • • • • • •••• • •• • • •••• • • • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • •• ••• • • • • • •••• • • • •• • • •• • • • ••• • • • •••• •• • • • • • • •••• • •• �• • • • • Evaluation Report from a Florida Regl'sfe &Z Architect cir ab Licensed Florida Professional Engineer Evaluation Report - Hardcopy ReCeivo Javad Ahmad • • • • • •• • PE -70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. l:! Validation Checklist - Hardcopy Received • • • ••• • • • • • • • • •• • • • FL20359 EtD COI SS - Series MG -300 HS (LMI-SMI)-CI 2014.0f Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 • https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgua%2fIMZ8n5CNatyGogDkVRBgANRmkuzrcTJ19ggQJhclw%3d%3d Page 1 of 3 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/19/2016 04/19/2016 04/24/2016 06/08/2016 • • ••• • • • •••• 9/23/17, 11:33 AM • . . • •• • • •• • • • • • •••• • •••. Summary of Products .•.• • • • •• • • • •••• • • . • • • •••• • FL # Model, Number or Name •. •• •-••-••sz-• Description• • • 20359.1 Series MG -300 Aluminum Horizontal Sliding Window Large missile impact resistant aluminum horizontal slidiig•• window. • . • • • • • • • •a.a•-• 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 W16-26 for span vs. load combination and installation details. Installation Instruction'' ' "'. • ' ' FL20359 R_Q II SS - Series MG -300 HS (LMii DWG W16 - 26.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20359 AE SS- Series MG -300 HS (LMI) -PAE 2016.grlf Created by Independent Third Party: Yes 20359.2 Series MG -300 Aluminum Horizontal Sliding Window Small missile impact resistant aluminum horizontal sliding 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. Installation Instructions •••• FL20359 RQ II SS - Sejies Nip -300 His.raie DWG 1N.L6i.. 28.(Ldf • • • • �E • • Verified By: Javad Ahmad'#'70592. • • • • • Created by Independent•TIfl PParty: Yet'' Evaluation Reports • ' ' FL20359 RO AE SS - Seriti.91WG-300 NS (SWI) -PAE• • 2016.pdf '....• ; '••• Created by Independent Third Party: Yei • • ' ' Back Next •• • • • . , • • • • • • • •• • Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 •• • • • • • ••• • • • •• •• • • • • The State of Florida is an AA/EE0 employer. Copyright 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® BChRCk Credit Card Safe securityMET1uCS" https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2fIMZ8n5CNatyGogDkVRBgANRmkuzrcTJ19ggQJhclw%3d%3d Page 2 of 3 Florida Building Code Online 9/23/17, 11:33 AM • • ••• • • • •••• • • • • •• • • •• • • • • • •••• • •••• •• • • • • • • •••• • •• • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • ••• • •••• • • • • • •• • • • • • •••• •• • • • • • • •••• • e• • • •• •• •••• • • • •• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • ••• • • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2fIMZ8n5CNatyGogDkVRBgANRmkuzrcTJ19ggQJhclw%3d%3d Page 3 of 3 April 18, 2016 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 .... . . . .... . . . . .. . . ... •••• • • • • • • •••• •.. • • • • • • • ....• • .. • • • • . ...... • • . • • • • • • •• . • • • • • ..• ... • • • .. Ref: Mr. Glass Doors & Windows, Inc. Series MG -300 Aluminum Horizontal Sliding Window (L.M.I. and S.M.I.) Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, ,`S %tII II..... 0` ,.JpD AH4l •�` SP........ • . '. Ivy STA'f1r OF Sealed 4-18-16 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 1 alfarooq@afceng.com (2) ADDL. ANCHORS r^ SE= CHART - ON SHEET 4 6" MAX HEAD/SILL CORNERS 74' WINDOW WIDTH I 1 I (4) ANCHORS TYP. AT MTG. STILE ENDS AT 4" C.C.. Z x L-- `�` IT 1.° U � O 0 \Zi T ✓/ .r -/ • n // -4' FALSE MUNTINS (SURFACE APPLIED) MAY 86 USED 7.) r • 6" MAX. HEAD/SILL CORNERS 32 3/8" D.L. OPG. 37 3/16' VENT WIDTH 32 3/8" D. L. OPG. 89 3/4" WINDOW WIDTH I 1 l 1'' 0 0 (4) ANCHORS AT MTG. STILE ENDS AT 4" 0.C. 32 3/8" O.L. OPG. 37 3/16" VENT WIDTH 48 1/8" D. L. OPG. 6" MAX._ HEAD SILL CORNERS 96' (2) ADOL. ANCHORS SEE CHART-\ ON SHEET 4 \ WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS i AT 4" 0.C. 8 FALSE MUNTINS (SURFACE APPLIED) MAY 6E U5E0 7I 43 3/8" D.L. 000. 48 3/16' VENT WIDTH TYPICAL El EVATIONS TESTED UNITS -1-- 43 3/8" D. L. OPG. I THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.1 SHUTTERS ARE NOT REQUIRED. SERIES MG -300 ALUMINUM. HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 4 & 5. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HOW. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO CR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. A- THIS PRODUCT EV91641109 DOCUMENT (P.E.6.) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A 517E SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE 1909 THE P.E.D. 8- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION- PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVO'E FROM THE CONDITION'S DETAILED ON THIS DOCUMENT. 5 -THIS PRCDuCli EVALUATION DOCUMENT WILL BE CDNSr0ERE0 INVALID IF ALTERED BY AN5 MEANS 0- 517E 5PECMC PROJECTS SHALL BE PREPARED Be A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL. BECOME THE ENGINEER OF RECORD (E.0.4) I FOR ONE PROJECT AND WHO WILL BE RESPOACIBLE FOR THE PROPER THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE USE OF THE P.E.O. ENGINEER OF RECORD. ACTING A5 w DELEGATED REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE ENGINEER TO THE RE.D. ENGINEER SHALL SUBMIT TO 1Hi5 LATTER THE SITE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SPECIFIC. DRAWINGS FOR RENEW. T • T • RANSFER. P,E.D SHALL IEAR•THE D.�!1•AND ORICNAL SEAL AND SIGNATURE OF WOOD BUCKS BY OTHERS,. MUST BE ANCHORED PROPERLY Q •'HE.PR0ESSWINAL%NG•EER•DF RECORD THAT PREPARED R. LOADS TO THE STRUCTURE. • •--..----•-_.._•..-...•..•••-.•-..-...•.._ •- ••• • • • • • • • EMBEDMENT TO BASE MATERIAL SHALL 8E BEYOND WALL OREj J(G (� UCC(y • ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAIL!,,,ANCHI: ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION NCREASE IS USED IN DESIGN OF ANCHOR INNO• 8000 ONI1Y- ALL SHIMS TO 8E HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SOREWS. THAT • • • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL ME8(•THE • REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. • • • • • • MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. A. A. • • • •• ••• •• • • • •• • • • • • • • • • • FL #20359 ev GEN R- ', . • „z. • •C No- 70882 • 1C • c • 4 YID O Q a M m 2 c0 o VI 3 m CO QeD d LJ -J la 00 c b I , I, a I I; I ^_�LI•a.l d drowmg no. W1 6-26 �A` • • •-• • SPalodd-is-1A-,Qoil4RLL`I `sheet 1.0(10 • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • ••Y • • •••• • • • • • •• • • •• • • • •••• • • • • • •• •••• • • • • • •• • •••• • • • •••• • • • • • • •• •• •• • • • • • • • • • • • • • • • • • ••• • •• (01492-9 M\1NV-d6103 916(i'69E (90E)'XV! 00E9 -49E (SOE) "731 (NtlSY, •..11 V 3) EGSEE V00101d 1WVIW OLe aims '3AIN0 13sNns 09E6 1N3Wd013A3O IOnOOiHd R-92133NION3 NOliV21Od21OO bOO1:11ld-1V el S969-OL4 (S0f) •XV1 99Z9 -0L4 (SOS) •131 99152 '13 .A310311 13381S 49 'M'N OZl9 'ONI SMO NIM SM000 SSY1O NM l(l'rv'l) MOM OM1108 7180H rimy 002ON1l ``n) OdO '1'0 ,.9t/fl SS 114013H 1N3A ,91/SI 9S 1H913H MOONIM .•f9 tO suO s!AaJ 1q 018v1 ✓q '.D :aioas (0 of) 0 w )rin • • • • •• • • •••• • • ••• • • • • • •• • • • • • • • • • • •• • h 44 •••• • •• • • • •••• • LC) • n • O • • •• • Li.• • • • • •• •••• • • • •• • • • • • ••• • • • •• I - z SN3NU03 '3 m -%...,, •XVE1 .9 '2 v.1 (0 1.-.` • --a-i) • Ol/ .� .. 'XVI"( .9 UOikd11OSa• suO s!AaJ 1q 018v1 ✓q '.D :aioas (0 of) 0 w )rin • • • • •• • • •••• • • ••• • • • • • •• • • • • • • • • • • •• • h 44 •••• • •• • • • •••• • LC) • n • O • • •• • Li.• • • • • •• •••• • • • •• • • • • • ••• • • • •• I - z SN3NU03 '3 m -%...,, •XVE1 .9 '2 v.1 (0 1.-.` .� .. 'XVI"( .9 gl ii 1, 11 L .._11.= .1 ...._.... ,Ir ., 11 11 M O h 11-1 IP v � r ti a WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS AT 4" O.C. l l /JI I r (1 r �, (a11 Ia \ 32 3/8 � n o n 1 f l -sI 1-1-- 1 1 •9dO 70 _9t/ft 99 1H013H 1N3A ,911f t 69 1H913H MOONIM ,bL • • •••• • • •• • • DMZ-9`M\lNV-dW00 9L69-L9z (90c> xvi OOT6i6L (90£) l31 �_ (1/1:51:ti'(°.71 61SB6 VOINOld 1611VI61 7!' ozz 311ns'31Ua013SNns 09E6 1.N3 W d013A3O 19fOO81d'V SH33NION3 e i NOILVZNOd?JOO bOO2'1\/d-"1V 3/16" HEAT STREW °. CLASS ONo^ -9 inn z L\ d' I, 0 S8Z8-0L4 (SOC) 'XV3 4828-ots (SOC) '131. 99 ISE 13 '1.31030 13381S 48 'M'N OZL9 ONI SMOONIM SMOOO SSV10 MIV (I((rw'I) 'MOM ONIl1O8 ZINOH WnIV OO-) 3118 'SSY10 'dAl 'NIW ,9/S 8012131X3 3118 SSY10 'NON .8/ BO1831%3 ¢ 7,1..�-�-- 0 n: a L.---- - L- L-'., /9" TEMP. CLASS 3118 SSV10 'dAl 'NIW .$/S 801831X3 '-1/4" AIR SPACE 3118 SSVI9 'dAl -NIA .8/S 801831X3 3118 SSVIO 'dAl 'NIA .9/S 80183113 NMI :AQ 'A 1 iI—i - .z/i .ner ri•, oO' suo(s,A2�1 L f 91-91_YO�ayop • • • • • • • • • • ••• • • • • • • . • N •• • V ut z GLAZING OPTIONS 3 w (n • • •• • • • • • •••• • • •••• • • • • • .... . . .... . • • • ..• • .. • o • .. • . • • • ••• •••• • • .. • .... • •• • . • .... .. • • • • • • • • • • •• • • • • ••• • .. DESIGN LOAD CAPACITY - PSR (X0 OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES B' & 'Bt' GLASS TYPES '0' & 'CI' WIDTH HEIGHT EXT.(*) INT.(-) 25-1/2" 3r 53-1/8" 63" 74" 84" 96" 26" 80 0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 EXT.(+)1 INT.(-) 80.0 80.0 80.0 80.0 EXT.(*) INT,(-) 90.0 140.0 90.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 93.0 140.0 26-1/2" 37" 53-1/8" 63' 74" 84" 96" 39-3/8" 80.0 80.0. 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0 90.0 90.0. 90.0 140.0 140.0 140.0 90.0 140.0 80.0 80.0 90.0 140.0 25-1/2" 37" 53-1/8' 63" 74" 84" 96" 50-5/8" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 80.0 80.0 90.0 140.0 140.0 140.0 140.0 80.0 80.0 80.0 80.0 90.0 138.7 80.0 80.0 90.0 121.4 26-'/2" 37" 53-1/8" 63' 74" 84" 96" 63" 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 90.0 80.0 80,0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 140.0 126.5 111.5 97.5 26-1/2" 37' 53-1/8" 63' 74" 74" 80.0 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 84" 96" 50-5/8" 90.0 140.0 90.0 140.0 74' 84" 96" 63' 90.0 140.0 90.0 132.7 90.0 125.0 zw z� :J VI S; DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' &. 61' GLASS TYPES H' & 'H1' GLASS TYPES 'C' & '01' WIDTH HEIGHT EXT.(+)INT.(-) EXT.(+) INT.(-) EXT.(+) 1NT.(-) 24" 36" 48" 60' 72" 84" 96" 24' 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0 90.0 1140.0 90.0 140.0 90.0 140.0 24" 36' 48" 60' 72' 84" 95' 36" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 I 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ............... 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0. 90.0 90.0 140.0 140.0 140.0 140.0 140.0 140.0 80.0 80.0 90.0 140.0 24" 36' 48' 60' 72" 84' 96" 48" 80.0 80.0 80.0 1 80.0 90.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 90.0 90.0 140.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 128.0 24' 36" 48" 60' 72' 84" 96' 60"' 80.0 80.0 80.0 800 90.0 140.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0_ 80.0 80.0 80.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 136.5 80.0 80.0 90.0 117.0 90.0 102.4 24" 36' 48" 60' 72" 84' 72" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FRAME DIMS. CLASS TYPES B' & '81' GLASS TYPES 'C' & 'CI' FRAME DIMS. GLASS TYPES B' k 'B1' GLASS TYPES '0' & 'CC WIDTH HEIGHT EXT.(*) INT.(-) EXT.(*) INT.(-) WIDTH HEIGHT EXT.(*) INT.(-) EXT.(+) INT.(-) 55-1/2" 79-11/16' 83-1/4" 94-1/4" 26" 80.0 80.0 80.0 80.0 90.0 90.0 140.0 140.0 80.0 80.0 80.0 800 90.0 140.0 90.0 140.0 55-1/2" 79-11/16' 83-1/4" 94-1/4' 38-3/8" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 90.3 140.0 55-1/2' 79-11/16" 83-1/4' 94-1/4" 50-5/8" 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 140.0 140.0 121.4 54" 63" 72' 81" 90" 24" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 54" 63' 72" 81" 90" 36" 80.0 80.0 80.0 80.0' 80.0 80.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 55-1/2" 79-11/16" 83-1/4" 63' 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 111.5 90.0 97.5 54" 63" 72' 81" 90" 48" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 80,0 80.0 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0 90.0 140.0 55-1/2" 79-11/15" 74" 80.0 80.0 80.0 80.0 70.9 98.5 62.2 86.4 96" 4 90.0 140.0 72" 84" 96' 60" 90.0 140.0 90.0 140.0 90.0 128,0 (1/2w) • I.,. (1/2W) OPERATING VENTS TO 8E 1/2 OF 1HE WINDOW WIDTH 'XO OR OX' 54" 63' 72" 81" 90" 60" 80.0 90_0 80.0 80.0 80.0 80.0 00.0 90_0 90.0 140.0 140.0 140.0 80.0 80.0 90.0 117.0 90.0 102.4 54' 63" 72' 81" 80.0 80.0 900 80.0 80.0 80.0 80.0 80.6 69.4 61.9 140.0 111.9 96.4 85.9 OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XO OR OX' •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• Sealed 418-16 . G A ' y ' -' /.7.s • ••• • ••• •• • • • • • • • • • ;, 1. ' • • • • • •• • •1= NOTE: • • • • • • • • • •- GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • • • • • �= ? BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 7�rsi•}1R1; DECLARATORY STATEMENT DCAO5-DEC-219 FL #20359 :, • • • • • '`-11111110- • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i m c drawing no. W16-26 et 4 of 10] --� f 9L&9 -ear (4OE) lMi 00T8 -49Z (EOM -OL n� t (Best.. ',r'V'.1) EGTEE V01a3014 'IvwlW OZZ 311ns '3A1/I013SNfS 09E6 L1431/41dO13A3O ionao ld •P Se133NI N3 e. NOLLV21Od21O0 0001:1d1 -1v e9Z9-oL1, (Sof) 'xvj 48Z33 -0C leot) 13171 99t££ '13 'A3103W I 133615 tib 'M'N OZ18 'ON! warm V S28000 SSV1O (04'41) 'MOM ONI11Oa 'MOH YV(11v 00f -6W DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES 'C' & 'Cl' T o '-'1'4 o O O d O O. a v Oj0 P 1 0 O e a O O YO a 01 Y 0 I I 1 1 1 1 1 1 1 1 it 0 o 0 o 0 rn E 0 ' 0 Wrn o 0 0 ci Q 0. 0 0 o 0 rn N 00 0 0 O. tT 0 0 0 0 Q N 0 0 o o 0, 01 0 I o I 1 1 1 1 0 i tilt O ( 0 NOCJ. a0 1 I I M. �mz20 g: O x 0 0 0 0 O 0 mmmm�����m O O 2. o o O O c o O O Oj 0.10 0 om of to Im2;co 2 0 o o •mmco 0 0 0 0 0 0 0 d o co to oa 0 0 d o to to 7 0 W' O 0 0 0 0 O O O m 0 0 O 00 2 0 0 0 0 0 0 010010 0 00 0 m = 0 0 0 m O 0 0 OO O 0'0 2 p 2 O O Q O FRAME DIMS. G N 010 0 m , ♦ 0 O w 616'6 P, x `w o Nmm0 ,nmrn .. O0 n�nmm • � N •,,,a N 2 a I E.^ 1,'1 0. N_ U N C 0 V 0 N A o it 0. 0 T o O 0 0 o O 0 O O o O O d o. O I o I 1 OpI I J I 1 I 1 �+, o O cr. w 0 0 o 0 O1 O 0 0 6 0 0 o 0 o 0 o 0 rn 0 I d 1 1 0 1 0 1 01 .1 I I GLASS TYPES 8' & '81' ' 0 0 0 0 2"9222 0. oo 000 O o 2 O ( 0 NOCJ. a0 O o 2 ON O I O 0 212 2 0 0 2 2 O' o """"2""12222 O w a0 m o o O o c0 a0 o o o o o O o O O a0 a) a0 o o 0 2p O O 00 a0 l0 0 0 0 0 o 0 0 0 m O 0 00 0 0 0 0 a0 m q "§' o N x n h I S' N ^ 1'. 1 •; N o 0 I ry ^ o O _ p 1 7- N ^ N O d I ^ ^ 1D 0 d 1 ^ ip O OI9V1 ..(Q ' D su Olsy0Pk.009 r • • • • • • • • • . • • • • • • • • • • • • • • • •• • DESIGN LOAD CAPACITY - PSF (XOX SIZES) F a o• au p op p Op o p op ua)du3sa OI9V1 ..(Q ' D su Olsy0Pk.009 r • • • • • • • • • . • • • • • • • • • • • • • • • •• • DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES 'C' & 'CL' j o Zd♦+♦ p op p Op o p op o o 1 v o o Oa 6 o o 6 6 O op Q oQ o d d 16 o o v o o ,, o n( 1 I I l I I 0 W O O. o o O o rn o o O m a o o mlo m o o g rn m o o go rn o o oje o. o0 0 m m1rn o o o 0 0'6 rn rn w o ' I 1 1 1 I I j GLASS TYPES 'B' & '81' „0 0 0 0 0 0 0 0 0 0 0 0 0l0 0 0 0.0 0 0 0 0 01010 0 m W 00 0 0p S e0 0 0p c ap 0p 0p 00 00 0 0 000 0op 0 0 00 0 0 0.10 ao0 a00 ro 0 0 O ro 010 0 m , 0 0 W w 0 O w 616'6 1 o I O I O 1 001 w M 0 01 I. uN I n a 8 L n w a w N ^ a 'o ao n ;,, a �o ry N e DESIGN LOAD CAPACITY - PSF (X071 SIZES) CLASS TYPES 'C' & 'Cl. vo oIo 0 olo 0 0 0;0;0 0o'0ai0 _ 010 00 o.. 0n om oloryzo . I I I F 0 mo i 0 0 0 m o rn 0. 0 010 i10 0 0 0 o rn rnI Of 1T oIo O o rnI O, 0 0 0 0 Of N 0010 0 0 0 1 rn rnirn 1 1 1 1 N m 0• ,v2 I O 8 O l 0 0 212 2 0 0 0 0 8 812;2 0 1 0 212 2 O O 2 0000 2'2 21 2 O b O O O 81828 olo 010 gds �,a 00 -,..g m 0 0 W 8 2 ofo olo mlmigg oIo gig 0 0 g g O; OI010 gg 21g .x 01 41 S O x n n vii v0i '2 a ^ •`v O 1 0 I 0 ( 6 ^ 0 4 1 N 0 ., 1 0 0 3 • • • ••• • • • •• 0 V) of N 0 U Ci Q L.UJ ZOo W NUl N 0 20 0 1 I OF 0 U W Z 0 ^ W — Q r -m 0) N a ao� L) Z CC U O O Q (n og¢z`o zc)mao •• • • . • • • • • • • • • • • •• WINDOW HEIGHT 7BY WOOD BUCK-\ 17 ( TYPICAL ANCHORS --SEE ELEV. FOR SPACING DGE. DIST. e a Q' I r 1 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0\, g N (/..,EDGE 1,. DIST. 7 1 LTYPICAL ANCHORS SEE ELEV. FOR SPACING 11 TYPICAL ANCHORS -SEE ELEV. FOR SPACING WEEPHOLES: Wt = 1" X 1/4" WEEPHOLES AT 2-1/4" FROM EACH END W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE SEALANTS: ALL FRAME CCRNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. Wi- I i\ • ;I • WOOD BUCK TYPICAL ANCHORS I SEE ELEV. EDGE DIST. ' FOR SPACING r F.B.C. APPROVED 1 MULLION & MULLION ANCHORS ; SEE SEPARATE APPROVAL 4 EDGE DIST. , ' TYPICAL ANCHORS. LSEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS 7NT0 CONC. OR MASONRY 1-1/4" M.N. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR. PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. W000 AT HEAD, SILL OR JAMBS SG • 0.55 MIN. CQNCIJEjF•AT•HEj), SISI. OIbJA1r8S fix*. 3000 PSI MIN. • C-90 HOILOW/FILLED 809C1DAT•JAIJIBS Pm • 2000 PSI MIN. • • •• • • • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • •• ••• • • ••• • • • • • • •• • • • • • •• • • • • /� • • 0: •• • •_ • • • • • • • • FL #20359 SealecL4-18-16 11111771-1-4, .. `11.1j `QSNAL z p %1 OZ • Q2 a r" ^ o W N n ral CC V U N 12 dQBm 8 0a0a .q9 0 H N j ry O Q W Ji , IL Z• JaSa 1<190121- 7,• Z • U1 O 0 z Z z 3 w 5 • I • p 0' o x O v • + m CO N �`L} w n moo - �^ " E3 a 0. of VI qI� 0 I S Browing no W1 6-26 srR et s:. of 10 • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 011 0119Z-9IM\1NV-dI100 3 eL69'zOz (soe) XVI OOT849C (90E) '131 (8L'9i: 'N'1'3) ELTEC VOI2/o14 IW VIW OLz 31Ins'3A11:1O 33SNfS 09E6 1N3WdO13A30 10naONd'P. SH33N19N3 e; NOIlVUOdUl00 b0021Hd-1v • .> n ';ste 3003• (wi sate-OLY Mo£) '%VJ 0eZ9-0LY (so£) -13.1711- 991££ •l3 'A3103W 133819 '09 •M'N OZL9 'ONI SMOONIM S8000 SS`d1O 'aW (•I'YV l) 'MOM ONI1108 'ZMOH 1Nf11V 00£-011 (0' 1 l 3 � isic 3903' • Y T 3Nn13nJiS•000M XOne 000M WINDOW WIDTH 0 x 0 O • • 041 E kV 3003 S \i rc • • a. Via. .i •• •• rn • • CO • .. • • •• p • • • • CV • • a• •••• •. • 4.. • • • • • ••• • •• • • • • • • •• •• • • • • • • • • • • . • • • • • • • • • • • • • • • • •• XOX LAYOUT JU>>Z U w N _ nw� o."' ou ;Cr"a _._._. uoi du�sa:' O • • 041 E kV 3003 S \i rc • • a. Via. .i •• •• rn • • CO • .. • • •• p • • • • CV • • a• •••• •. • 4.. • • • • • ••• • •• • • • • • • •• •• • • • • • • • • • • . • • • • • • • • • • • • • • • • •• XOX LAYOUT JU>>Z U w N _ nw� •• • • • • • ••• • • • •• • • •••i • •• • H` •••i. • • • •• --. • • • •• •••• • • • •• • • • •••• HhlM STIV1,311 K t( ro • •• • • • • • • • • •• •• • •••.• • • • • •••• • • • •• • • • •• • • • •••• • • • • 5j •••• r ND U7 QD EDGE DIST. F 1 Nm2 � O�O 4§, �. ,� ;IP. •I. - p I I t�Y 0) r- r3i: ' i '1 F A LAMP. O G7 _ 0 I/4- MAX. SHIM LAM CQ C 0 0 Ia' C� a 4 01 5 03 to le: 04- I8-16 «o4 1/2' - 1'. W by TARO UM. by: (revisions: e. -y escrip-on _ . MG -300 ALUM HORIZ, ROLLING WOW. (L.M.I ] AL-FAROOQ CORPORATION MR. GLASS DOORS & WINDOWSINC i ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 8120 N.W. 84 STREET MIAMI, FLORIDA 33173 (C.,1.:1'. 3538) MEDLEY, FL. 33166 ( TEL (305) 2648100 FAX. (305) 262-6978 TEL. (305) 470-8284 FAX, (305) 470-8285 a cJ COMP-ANW16-26MG. f OY19Z-9tM\lNV dWOO II S9Z9-044 (SOC) '%'4 4929-044 (SOt) 131 11 -Thi 9L69-Z9Z(900'kVA 0OL91,9Z(900'131 i� 991.££ 13 'A310311 ld (ftcvE 'v v'7) SLTEE l O1d •I WV(w 1332115 tib 'M'N OZ L J '3AlellO 3SNnSO9es !1 •ONI SMOONIM 521000 SSd1O aW J 1N3WdO13A3O lOf 009 d �8 St133N1`JN3 �. NOilv2IOd21OO boouvd-iv J(l_W l) MOM oWlloa Z!9OH YVftly 00C -Ori) J [6' I 0 t,1 .Z/I :clm.,1 3 :D 919140 :q2.5, sheet 9 MAN F./SUPPLIER/REMAP.KS Ill 1 1 1 1 1 I 1 uogd�asa. [6' I 0 t,1 .Z/I :clm.,1 3 :D 919140 :q2.5, sheet 9 MAN F./SUPPLIER/REMAP.KS 1 1 1 1 1 1 I 1 I I I 1 I I I I PH SMS PH 5M5 ULTRAFAB 1..ULTRAFAB __________ _ SULLNAN & ASSOC. _ FH SMS 1 ALTERNATE TO SWEEP LATCH PREFERRED ENGINEERING PRODUCTS OPTIONAL AT MTC. STILE 'LOCATION DUROMETER 8015 SHORE A MATERIAL 6063-T6 6063-T6 1 t$ § 'm n r3 6063-T6 6063-T6 6063-16 6063-16 6063-T6 6063-T5 CELCON BRASS ST. STEEL 1 CRS CRS NEOPRENE lZAMAK ST STEEL 6063-T6 ST. STEEL n U 2 -3In S IN W W SILL TRACK INSERT FRAME JAMB FLUSH FRAME ADAPTER RXED MTG. RAIL VENT INTERLOCK JAMB STILE TOP AND BOTTOM RAIL GLAZING BEAD (5/16" GLASS) GLAZING BEAD (7/16" GLASS) '.. GLAZING BEAD (INSUL. LAM. GLASS) ADD -0N SILL RISER ROLLER HOUSING & GUIDE ROLLER ROLLER P:N FRAME/VENT ASSEMBLY SCREWS. Z W EZ W z a c� n k 23 W N GLAZING BEAD BULB SWEEP LATCH. AT 10-1/4" FROM EACH END LATCH INST. SCREW SPRING LOADED LATCH LATCH SPRING HI -FLOW WEEPER 5/16" BOX SCREEN LONG SETTING BLOCK AT 1/4 POINTS F -e O Q S ,z, z rZ >\\ z p N Q W p Q Q o i Ytv z z p <: Q W p N Q d Q rc u N N Z 0 N\ N\ w w Q �j y f 3 MG302 ..— M0303 1I N. 1 MC204 .......� MG205 MG304 MG207 MC208 _ M0209 MC210 if1 2 i N n^ 2 O 7 N I k 3 O ;Z a N e0 h \ ew ^ i7420 I 1 1 11 ^ N n v N t. cp Ti0 QO p n♦ .- t0 n td T N♦ N `:h .4 I` N N� N t0 N 1 N. m m N N .70 JAMB STILE tJ • • •• • • • • •••• • • • • •• • • •• • • • • • •••• •.•.•• • • rn to c'> 0 at •••• •• • • • • • • • • •••• • •• •11••• • • • • •• •• • • • • • • • •• • • • • • • • • • • • • •• • SILL INSERT \Nj • • • • • • • oc• • o • • •o 0 T t, _f. -_O I o; 0 W Z FIXED MTG. RAIL of 5 w FRAME SILL (^) �i u0i nl SPRING LOADED LATCH (4) FRAME JAMB �� t 10749Z-9lM\1Nd-d1100 e, 311 S9Z8 -OL4 (SOf) '%v4 t9Za-OL4 (SOC) 131 99!££ 13 'A3103) 13381S i'8 'M'N OZ le ONI SMOONIM V S8000- SSV10 'WI L Cf V( l) MOM ONI1108 ZI) OH W(1lV OO£-Ov 8L89•Z9L (SOE)1N4 00T9 -99Z (90E) '131 (9rSC :Y)':7) ELTEE V0171014 'iwV(w OZZ 31109'3AM° 13SN0S 09E6 IN3 W d013A30 1011OOlJd 'F StI33NOON3 NOLLdaoda03 booavI-1v ( Ja 1q0 olavi;Ai :Ilion) -- .SUo!sfrcOJ l� 91-e,-hO ; 19P • 0 Oi Cit �.7 •••• • • •••• • • • • •• • • •• • • • • • •••• • • • • •••• Q1 •• • • • • •• • • •••• , • •• •••• • • • •• • • •• • • • •• • • • ••• • • • uo,duasa•"a)o."" ( Ja 1q0 olavi;Ai :Ilion) -- .SUo!sfrcOJ l� 91-e,-hO ; 19P • 0 Oi Cit �.7 •••• • • •••• • • • • •• • • •• • • • • • •••• • • • • •••• Q1 •• • • • • •• • • •••• , • •• •••• • • • •• • • •• • • • •• • • • ••• • • • 74' WINDOW WIDTH 6" MAX. HEAD/SILL CORNERS CT to aIS M n 3 b (4) ANCHORS AT MTG. STILE ENDS AT 4" O.C. FALSE MUNTINS FAPPLIED) I I •- L I MAYSURBEACE USED O d (8\ tt =_mac / s10= 1 T IE 13 • 32 3/8" O.L. OPG. 37 3/16" VENT W DTH 1 32 3/8" SERIES MG -300 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. 0. L. OPG. 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 WILL APPLY TO .ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST 8E ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 2014 FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. 89 3/4" 6" MAX. HEAD/SILL CORNERS i0 TYPICAL ELEVATIONS TESTED UNITS WINDOW WIDTH (4) ANCHORS F -AT MTC. STILE EN05 / AT 4" O.C. ISI I I rI O 37 3/16" VENT WIDTH THESE WINDOWS ARE RATED FOR SMALL MISSILE IMPACT. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR INSTALLATIONS UP TO 30 FT. OF GRADE. (SHUTTERS NOT REOD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE •• ••• • • • • • •• FALSE MUNTINS (SURFACE APPLIED) MAY BE USED • • • •• • • • • • THI D EV JA' NU N• .E.D. ,. PARED 8T 11115 ENGINEER 5 yid ) �' IS� T[N IC "yrD C 4.0k=34 JIDE'7N FORMAN FOR A SITE SPECIFIC • PHJJECI. i.e. SCF. THE ITE 'DIIISNS !ATE FROM 114E P.E.C. • • • • • •• 8- CONTRACTOR 10 BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROFDED HE/SHE DOES NOT DEVIATE FROM THE [GNOMONS DETAILED ••1' 11 THIS DOC4(4ENT. • • • • • • C -THIS PROOI�T El 4LUATIO4•OOCUME: WILL 6' COSIDEREO 'INVALID IF SATERED Br ENT WEANS.• • • • • D -*TE StrCIFIC •R•JECIO SHALL •E P•EPA•EO `V AFLORIDA REGISTERED i111INEE4 OR ARCFVECT• NI% WILL 8(C 0E 4( 0 04ME(R OF RECORD (E.0.9 ) i'0R THE P8P,EECT 40001H0 WILL 8E CSPOTSj•LE FOR ': H.E PROPER 050 OF 1416 T' E D. E:YWNEER OF RE..ORD, AXING AS A DELEGAi ED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO TH5 LATTER THE 5TE SPECIFIC DRAWINGS FOR REVIEW. FL #20359 1-'THI5 P.E.D. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF • • • 811 PROFESyONAL ENjNEE6 QF•REC914D THAT PREPARED R. '/rx�1. NA/ • • . . Sealed 4-18-16' 1! u u )11 $ I SS drow;ng no. W16-28 sheet1of 8 • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • III_PY49Z-79._MII\INVYdIOJ ....... 69Z9 -oto (sot) 'XV3 t9Z9-oLY (5o£), 131 II 3 .,r BL69-Z9Z(9OE)'Xvd oot&-9Z(90E)'l33. 991�L' '1�. 'A3143W 1 I (Ht_): '.vi:) eLTCE Vcwo18'IWVIW 133211S 49 'M'N OZ L8 1 i ozz 311Ds'3A1210 13sNns ossaSNI SMOQNIM �8 S2f004 •SSVI� '21YV ' 1N3WdO13A3O 1OfQO2Jd ,9 S9I33NION3 l _e Nouvaodaoa b0021v4-1V Cm's) s) MaM oNmoa *ziaoH wnly ooc-an)I 1 0}. k-• C'J a. N 5 1H013H 1N3A 1H9I3H MOONIM 0 M GLAZING OPTIONS 0 U OGE SEAL SY oY m LO19V1 ,k vp t.0 -J4.2/1 orox suo!sv,a,� •• • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • W =any r., serror . m i'u�ail XVI .9 -L.- 1 1 1 I I 1 •••. • • •••• • •• • • • •••• • •• • • • • • •• •••• • • • •• • • • • • ••• • • • • • Sd3N210o error 'XVI .9 _ ___ ._ ___il__... •I u i) it ii 1.705. a m o C. o ., of,) V O 0 • .9t/fl 69 1H013H MOONIM ,YL • • •• • •4 •4 W1 z 3, 6- •G •i • •••• �• • • •• • •••• • ••• • • ••• •••• • • •••• • • • •• • X. a ti: _-Toiasap LO19V1 ,k vp t.0 -J4.2/1 orox suo!sv,a,� •• • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • W =any r., serror . m i'u�ail XVI .9 -L.- 1 1 1 I I 1 •••. • • •••• • •• • • • •••• • •• • • • • • •• •••• • • • •• • • • • • ••• • • • • • Sd3N210o error 'XVI .9 _ ___ ._ ___il__... •I u i) it ii 1.705. a m o C. o ., of,) V O 0 • .9t/fl 69 1H013H MOONIM ,YL • • •• • •4 •4 W1 z 3, 6- •G •i • •••• �• • • •• • •••• • ••• • • ••• •••• • • •••• • • • •• • DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FRAME DIMS. GLASS TYPES FRAME DIMS. 'A' & 'Al' WIDTH HEIGHT EXT.(+) INT.(-) 26-1/2" 90.0 90.0 140.0 37" 90.0 90.0 140.0 53-1/8" 26" 90.0 140.0 63" 90.0 90.0 140.0 74" 90.0 90.0 140.0 26-1/2" 90.0 90.0 140.0 37" 90.0 90.0 140.0 53-1/5" 38-3/8" 90.0 140.0 63" 90.0 90.0 140.0 74" 90.0 90.0 140.0 26-1/2" 90.0 90.0 140.0 37" 90.0 90.0 140.0 53-1/8" 50-5/5" 90.0 140.0 63" 90.0 ......140.0.... 90.0 140.0 74" 24 90.0140.0 26-1/2" 108" 90.0 - 140.0 37" 54" 90.0 140.0 53-1/8" 63" 90.0 140.0 63" 72" 90.0 140.0. 74" 54" 90.0 125.0 24" 72" 90.0 140.0 36" 84" 90.0 140.0 46" 24"_ 90.0 140.0 60" 108" 90.0 140.0 72" 72" 90.0 140.0 24" 84" 90.0 140.0 36" 96" 90.0 140.0 48" 36" 90.0 140.0 60" 90.0 140.0 72" 90.0 140.0 24" 90.0 140.0 36" 90.0 140.0 48" 48" 90.0 140.0 60" 90.0 140.0 72" 90.0 140.0 24" 90.0 140.0 36" 90.0 140.0 48" 60" 90.0 140.0 60" 90.0 140.0 72" 90.0 136.1 OPERATING VENTS TO BE 1/2 OF THE WOW. WIDTH XO OR OX' DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FRAME DIMS. GLASS TYPES A' 8 'A1' WIDTH HEIGHT EXT.(+) INT.(-). 55-1/2" 74" 90.0 140.0 79-11/16" 26" 90.0 140.0 83-1/4" 111" _ 90.0 140.0 55-1/2" 74" 90.0 140.0 79-11/16" 38-3/8" 90.0 140.0 83-1/4" 111" 90.0 140.0 55-.1/2" 50-5/8" 90.0 140.0, 55-1/2" 63" 90.0 140.0 54" 72" 90.0 140.0 63" 2a" 90.0 140.0 72" 63" 90.0 140.0 81" 108" 90.0 040.0 54" 72" 90.0 140.0 63" 84"36" 90.0 ......140.0.... 140.0 72" 24 90.0 140.0 108" 108" 90.0 140.0 54" 72" 90.0 140,0 63" 48" 90.0 140.0 72" 36 90.0 140.0 54" 60" 90.0 140.0 OPERATING VENTS TO BE /4 TO 1/3 OF THE WDW. WIDTH 'XO OR OX' DESIGN LOAD CAPACITY -, PSF (XOX SIZES) FRAME DIMS. GLASS TYPES A' & 'Al' WIDTH HEGHT EXT.(+) INT.(-) 74' 74" 90.0 140.0 106-1/4" 26" 90.0 140.0 111" 111" 90.0 140.0 74" 74" 90.0 140.0 106-1/4" 38-3/8" 90.0 140.0 111" 111" 90.0 140.0 74" 74" 90.0 ' 140.0 106-1/4" 50-5/8' 90.0 140.0 111" 72" 90.0 140.0 74" 84"24" 90.0 140.0 106-1/4" 63" 90.0 129.0 111' 108" 90.0 125.7 72" 72" 90.0 140:0 84" 84"36" 90.0 140.0 96" 24 90.0 140.0 108" 108" 90.0 140.0 72" 72" 90.0 140.0 84" 84" 90.0 140.0 96" 36 90.0 140.0 108" 72" 90.0 140.0 72" 90.0 140.0 84" 90.0 140.0 96" 49" 90.0 140.0 108" 90.0 140.0 72" 90.0 140.0 84" 90.0 140.0 96" 60 __ 90.0 140.0 108" 90.0 136.5 (1/3W) (1/3W) (1/3W) r is *i OPERATING VENTS TO BE 1/3 OF THE WOW WIDTH XOX' •• ••• • • • • • •• DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES FRAME DIMS. 'A' & 'A1' WIDTH HEIGHT EXT.(+)r INT.(-) 74" 90.0 140.0 106-1/4" 26" 90.0. 140.0 111" 90.0 140.0 74" 90.0 140.0 106-1/4" 38-3/8" 90.0 140.0 111" 90.0 140.0 74" 50-5/8" 90.0 140.0 74" 63" 90,0 140.0 72" 90.0 140.0 84"24" 90.0 140.0 96" 90.0 140.0 108" 90.0 140.0 72" 90.0 140.0 84"36" 90.0 140.0 96" 90.0 140.0 108" 90.0 140.0 72" 90.0 140.0 84" 48" 90.0 140.0 96" 90.0 140.0 72" 60" 90.0 140.0 OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WOW WIDTH XOX" • • • • • • • • • •• ••• •• • • • •• • ••• • ••••• • • • • • • • • • • • • • • •• • • • • • •• • • • • • NOTE: • • • • • • • • • • GLASS CAPACITIESON THIS SHEET Aft • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-21% • • • • • ••• • 7I drawing no. W16-281 Gleec 3 of EI J • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1BY WOOD BUCK 4 TYPICAL ANCHORS 7 ', SEE ELEV. �I / FOR SPACING EDGE DIST. < .-.4 I' 4 a WINDOW HEIGHT Ai 0 0 I'1 EXTEIU0E 0 w Q TYPICAL ANCHORS SEE ELEV. FOR SPACING E 0 0 l� ^ �}r EE DOGIST: f <X 2 2 1 � 1 TYPICAL ANCHORS L SEE ELEV. FOR SPACING METAL STRUCTURE L TYPICAL ANCHORSSEE ELEV. FOR SPACING r F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL EDGE DIST. TYPICAL ANCHORS LSEE ELEV. FGR SPACING IW000 BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLATNG SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. WEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FCR saacinc W1 = 1" X 1/4"- WEEPHOLES AT 2-1/4" FROM EACH END W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE SEALANTS:. ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. 1 \" TYPICAL ANCHORS \;.., -SEE ELEV. ay, 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) N14 SMS OR SELF DRILLING SCREWS (GRADE 2' CRS) INTO F.B.C. APPROVED MULLIONS ALUMINUM : 1/8" THK. MIN. (6063-T5 M:N.) (NO SHIM SPACE) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 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. • • • • • • • wCOIICRE' A� HEABASILL OR JAMBS f'c = 3000 PSI MIN. • • •• • •• Y 9q HQI.L(IJ/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. • • • • • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • •• • • • • • •• • • • • • • i • • • • • • • • • •BUCK• • • • • • C �IU o'O 3 Z 13 , �w Nicc 1- 0 co, n. to o v o Z r o o � —1.J j • CO M FOR SPACING • ♦ • i • • � +'3sYAL � ���±I�tn1p�Y sheet 4 of,8 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • oo • • •• •• • • • ••• • • • • • •• • • • ••• • rin 1, Imo? nj `••le: 04-15-16. ^11 1.1 i 1/z- r 1°• N,h (4 er TARN) 1 'W co O I� hh-1 6r: revisions: no . • - .y description 0 1 S X 0 O oO v1 O m C N2RY WOOD BUCK OR,,, WOOOAIRUCTURE E0C€'01ST, - I MG -300 ALUM HORIZ. ROLLING WDW. (S.M.I.),' MR. GLASS DOORS de WINDOWS INC. 8120 N.W. 84 STREET (I MEDLEY, FL 33166 TEL 005) 470-8284 FAX. (305) 470-8285 jj AL-FAROOQ CORPORATION ENGINEERS &PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.)I.d'. 3538) TEL. (305)264-8100 FAX. (305)262-8978 f c COMP-ANL\W16-28M6' • •••• • •••• • • • •••• • • • • • ••• • •••• • • ••• • • • I0 14 01 00 L't4 04-15-16 1409F 1/2' - 1" dr. M..__TARIO cnk. by: {revisions no _dote by description )' MG -300 ALUM HORIZ. ROLLING WDW. MR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET MEDLEY, FL. 33166 TEL, (305) 470-8284 FAX. (305) 470-8285 1/4" MAX. 0 ti 1 c AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SURE 220 MIAMI, FLORIDA 33173. (C.A.N. 3336) TEL (305) 264-8100 .FAX. (306) 262-8970 )IJ( a C COMP—ANL \W 6-28MG' w • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -2.848----i 7.189-1 �- ITEM PART # QUANTITY DESCRIPTION. MATERIAL MANF./SUPPLIER/REMARKS I �U �, ry I 140203 1 FRAME HEAD 6063-06 1 2 140301 1 FRAME SILL 6063-T6% - Jle. r T.--rit .621 T 3 MC302 1 SILL TRACK INSERT 6063-06 4 140303 A5 6E00. FRAME JAMB 6063-T6 = AL-FAROOQ CORPORATIC ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.,V. 35 TEL (305) 264-81.00 FAX. (305) 26261 COMP -AN �� 1.496 J. 2.313 88 1.502 I .062 TYP. I ii 5 140212 AS READ- FLUSH FRAME ADAPTER 6063-i6 - 6 1402041/ VENT FIXED MTG, RAIL 6063-T6 - 062 --iyP _� 7 140205 1f VENT VENT INTERLOCK 6063-T6 - 8 140304 7/ VENT JAMB STILE 6093-T6 - 'jlG 9; VENT TOP/BOTTOM RAIL 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 108 /40209 AS READ. GLAZING BEAD (7/16- CLASS) 6063-T6 - 108 140210 AS RE00. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 -1.189 I ---i 439-- 2.406 13- 140305 AS RTE00. AD0-0N SILL RISER 6063-06 - (t) FRAME HEAD _TMP' .062 i g 14 140321 4/ VENT ROLLER HOUSING .& GUIDE CELCON - 15 14C322 2/ VENT ROLLER BRASS - 2.076.. 16 140323 -2/ VENT -_-._..-........_...___.---..--.__-_....-........._.......-...--.-. .ROLLER PIN ST. STEEL 17 110 X 1" A5 REOD. FRAME/VENT ASSEMBLY SCREWS CRS PH SUS 2.910 1'188- 1.189 18 110 X 3-1/2" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CPS PH SMS 19 W222322 AS RE00. FIN SEAL WSTRIPPING - ULTRAFAB .--_-..n�H 062 I `8i 1.531- JAMB STILE 22. E202 A5 RE00. GLAZING BEAD BULB NEOPRENE. ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4" FROM EACH END ZAMAK SULLIVAN & ASSOC. 10RIZ. ROLLING WDW. (S OORS & WINDOWS I 4 STREET 33166 8284 FAX. (305) 470-8 24A 18 % 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH 5145 - 25 MG211 2/ VENT SPRING LOADED LATCH 6063-56 ALTERNATE TO SWEEP LATCH TYP. ' " Q78 2.406--- 25A - 1/ LATCH LATCH SPRING ST. STEEL - 3.949 3.074 2.538 I 26 2/ WDW. HI-FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 27 1/ VENT 5/76' BOX SCREEN - OPTIONAL } I 1.189 ' I 1.403 28 - AS REOD. SRI INSERT, 2" LONG_ 6063-T6, AT MTG. STILE LOCATION 29 AS REOD. SETTING BLOCK AT 1/4 PCIN75 EPDM OUROMETER 80f5 SHORE A 1� 0 < O I 0 Ii AR GLASS 0 3120 N.W. 8 MEDLEY, FL. TEL. (305) 470- 2.848- .-'.+. I--1.531..E (i) FRAME SILL (2) VENT INTERLOCK .062-9--^- .660 .500 j .062 2.844 1 i t .188 ( ) ADO-ON F-- SILL RISER 1 .250 .528 - 1.345 --..1-7 r , 1.409 062 1.169 TYP. � SILL TRACK .094-0_1.969-+I 17 I !--1.961 1 (el FIXED MTG. RAIL 2.786- -e: 4.-..125 DT 500 .672 1:000 • o, _/ _l �r _- 6 ".062 7YP 1.122-: ,, b f • • F .> .062-' 1 • • • • • 0 ci_). _7 - (Sj FLUSH FRAME ADAPTER •• !26 SILL INSERT/`**1:.."-::p‘.‘11:)..' ••• •• • • • •• Sealed 4-18-16 `1Nn1n7/T77� \Oats. 04-)5-16 `^� Kole 1/2 1. ) I (b. { by: TARIO j1 it jl (chk by, 1. 2.9742.848 •458 -" '--.134 • •• • • • • ••• • '' VGEN$0 • 8 - 1 .078 .985 I 1.421 I ( .781 f T-I t • 050 g65 :78050' X865 • • • • • • • • • •• • • • • • •• •^ 1 -q. 1.000 -- ra, FRAME -- .876 JAMB �- 1.029 (2j SPRING LOADED -- LATCH I ^-1.096- i V--1.096--I • ' •., 7"� s mac, drowing nOJI W16-28 GLAZING BEADS ••• • • • • ••• • • FL #20359 „13 j11�.t. `'� ILL N sheet 7 of Et ♦ • • • • • w • • ••• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .... r • 04041 • • • • • • • •• • • •• • • • • •••• • • • • • • • •• •••• • • • • • •• • •••• f • 000,0 ••.• • • • • • •••••• 0 •• 00 •• • • • • • • • • • • • • • • • • • • • • ••• • 00 • • • •••• • •••• • • • •••• ••• • • ••• • •••• • •••• • •• •••• • •• • 0• r• r• r• • r• • •• •• • • • • • • • • ••• • •P•• •• • • • • • 0 •• • •••• • • • •• • •••• • • •••• z I* Cn 3 I NO 0 CO 0 0 A4 04-15-161 Kale 7/2: . 1" dr. by: TARIQ enk. by: rev SIOnS: Jr�MG-300 ALUM HORIZ. ROLLING WDW. (S.M.I. 'MR. GLASS DO- ORS & WINDOWS INC. 8120 N.W. 84 STREET MEDLEY, FL. 33166 U TEL. (305) 470-8284. FAX. (305) 470-8285 • •. - •_ descnption AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C..4.N, 3538) TEL (305) 2648100 FAX. (308) 262$978 COMP-ANL\W16 28MG7 N FALSE MUNTINS MAY BE USED 6" MAX. HEAD/SILL BOLT LENGTHS 96" LEAF HT. = 42" LONG (-84" LEAF HT. c 30" LONG 80" LEAF HT. = 26" LONG CONCEALED FLUSH BOLTS • • • • ••• • • •• • ••.. •• • • .••. • • • • • •• • • • .• • ••• • • •. • • • • •• • .• • . • •••• • • CONCEALED FLUSH BOLTS 37 3/4" MAX. LEAF WIDTH LEAF WIDTH 74 1 2" MAX. FRAME WIDTH OUT.SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) ANO DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. 5" MAX. HEAD/SILL CORNERS co THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE. 44- EI X m 0 W •I 24" MAX. D.LO. a7 0. 0 A I 6" MAX. HEAD/SILL AA1 22 1/8" D.L. OPG. t trJ 1 ! i t LEAF HEIGHT 4D 0 1. 1 I Pi 1 1 ! // / / / / / \\ \ \ \ \ \ ® . —.. __. u / U , .11 O "I, \ II \ u II INACTIVE \ 1 II __t_it_____ .– / Ii II =__4_== I i e 37 3/4" MAX. I ---1l-.\ -- , \ li) II ______ II / // x( • W . °' 4 ®° II / .. • • ik 1 �. I • • • • ••• • • •• • ••.. •• • • .••. • • • • • •• • • • .• • ••• • • •. • • • • •• • .• • . • •••• • • CONCEALED FLUSH BOLTS 37 3/4" MAX. LEAF WIDTH LEAF WIDTH 74 1 2" MAX. FRAME WIDTH OUT.SWING WOOD PATIO DOOR APPROVAL APPLIES TO SINGLE (X) ANO DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE SIDE OR BOTH SIDES OF DOOR. SEE SHEET 2 FOR DESIGN LOAD CAPACITY. 5" MAX. HEAD/SILL CORNERS co THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 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 FLORIDA BUILDING CODE. 44- EI X m 0 W •I 24" MAX. D.LO. a7 0. 0 A I 6" MAX. HEAD/SILL AA1 22 1/8" D.L. OPG. LEAF WIDTH LEAF WIDTH 150 1/2" MAX. \E\ 37 3/4" MAX. SIDELITE WIDTH TYPICAL ELEVATION PRODUCT REVISED as complying with the Florida Building Coda AcccptanceN Eapingiun Data !vaunt )adeProduct ont FRAME WIDTH THESE DOORS/SIDELITES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THE APPROVED PRODUCTS NOTEO HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES USTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. LAM. INSUL. GLASS SOLID WOOD INSERTS LARGE MISSILE IMPACT Engr: JAVAD AHMAD CML FLA. PE $ 70592 CAN. 3538 232 15 \juj g0. a O 0 0 N I 0 0 0 0 0 r� OUT -SWING WOOD PATIO DOOR N C O Z W < J � o� 0CL cn LL:d u7 to M 0 0 C 0 0 0 0 a a m 0. a UPDATED TO 2D10 PEC N 0 W N 2 .n Y 0 .0 0 n 0 0 U) 0 0 C 0 0 0 dote: 05-11-09 c 0 0 0 dr. by: HAMID drawing no. W09-29 ! // / / / / / \\ \ \ \ \ \ ® ACTNEI "I, 1 /' I I INACTIVE IlI111111111 36" MAX. 37 3/4" MAX. LEAF WIDTH LEAF WIDTH 150 1/2" MAX. \E\ 37 3/4" MAX. SIDELITE WIDTH TYPICAL ELEVATION PRODUCT REVISED as complying with the Florida Building Coda AcccptanceN Eapingiun Data !vaunt )adeProduct ont FRAME WIDTH THESE DOORS/SIDELITES ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. THE APPROVED PRODUCTS NOTEO HEREIN ARE EXEMPT FROM PRESERVATIVE TREATMENT PER FLORIDA BUILDING CODE WHICH EXEMPTS WOOD SPECIES USTED AS 'DURABLE'. THE SPECIFIC PRODUCTS HEREIN ARE EXEMPTED WOOD SPECIES BASED ON USDA LISTING AND MUST HAVE A SPECIFIC GRAVITY EQUAL TO OR HIGHER THAN THE REFERENCED SPECIES. LAM. INSUL. GLASS SOLID WOOD INSERTS LARGE MISSILE IMPACT Engr: JAVAD AHMAD CML FLA. PE $ 70592 CAN. 3538 232 15 \juj g0. a O 0 0 N I 0 0 0 0 0 r� OUT -SWING WOOD PATIO DOOR N C O Z W < J � o� 0CL cn LL:d u7 to M 0 0 C 0 0 0 0 a a m 0. a UPDATED TO 2D10 PEC N 0 W N 2 .n Y 0 .0 0 n 0 0 U) 0 0 C 0 0 0 dote: 05-11-09 c 0 0 0 dr. by: HAMID drawing no. W09-29 • • • •� • • • • ••••s • •• SINGLE LEAF (X) OR DOUBLE LEAF (XX) DOORS DESIGN LOAD CAPACITY - PSF .\ GLAZING TYPES LEAF WIDTH LEAF HEIGHT 'A', '8', 'C' OR '0' FT./IN. FT./IN. EXT. (+) INT. (-) 2/0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 0: •� SILICONE BEAD DOW CORNING 995 3/16" TEMP. GLASS • • 0.10" Interlayer • • •-t'lossloti $8Pety-Plus 11 6y 'Polymer Extrusion Technology, 7I 4I. GLASS • 08". AIR SPACE • ••• m • v7 • • • S • • • 4-41.41" TEMP: GLASS • • ••• • LEAF WIDTH LEAF HEIGHT C I X SILICONE BEAD DOW CORNING 995 1/8" TEMP. GLASS 0.10" Interlayer Glosslom Sofety-Plus II Inc.' By 'Polymer Extrusion Technology. 3/16" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. GLASS LEAF LEAF WIDTH WIDTH XX STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF .\ / C\ \ / / \ \/ f \ \ / / \ /, Fr./IN. EXT. (+) v 2/0 XX STATIONARY PANEL (0) OR DOORS WITH SIDELITES DESIGN LOAD CAPACITY - PSF GiAZING TYPES WIDTH (W) LEAF HEIGHT 'A', 'B', 'C' OR '0' FT./IN. Fr./IN. EXT. (+) INT. (-) 2/0 60.0 60.0 2/6 8/0 60.0 60.0 3/0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 60 X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. GLAZING TYPE 'A' 1" OVERALL THICKNESS [•7 SUPER SPACER PREMIUM (FLEXIBLE SILICONE) BY 'QUANEX' PLOYSEAM ACRYUC Inc.' 6D X 1-3/4" LONG BRAD NAILS Flt1" FROM ENDS & 3" 0.C. MAX. PREMIUM SUPER SPACER i z �a (FLEXIBLE SILICONE) BY 'QUANEX' w PLOYSEAM ACRYLIC GLAZING TYPE 'B' 1° OVERALL THICKNESS BRAD NAILS TO COMPLY WITH ASTM F 1667-13 SILICONE BEAD DOW CORNING 995 1/8" TEMP. GLASS 0.10" Interlayer Glosslom Safety -Plus I1 By 'Polymer Extrusion Technology, 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" TEMP. GLASS Inc.' 6D X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3" O.C. MAX. 441111111 Q�• PREMIUM PACER s� (FLEXIBLE SILICONE) UPER BY 'QUANEX' PLOYSEAM ACRYLIC GLAZING TYPE 'C' 1" OVERALL THICKNESS PRODUCT REVISED GLAZING OPTIONS MAX. AREA OF GLASS TYPES 'A' OR 'B' MAX. AREA OF GLASS TYPE 'C' MAX. AREA OF WOOD INSET DECORATIVE MOLDING OPTIONAL WIDTH 0 W W1 . W2 . . W1 , W2 W1 W1 . W2 . W1 1-11/16" THK. INSERT SOLID WOOD OR LAMINATED WOOD F // 777: \ \ fi / / \\ 1-11/16" THK. INSERT SOLID WOOD OR LAMINATED WOOD 1 W1 . W2 1 WIDTH (w) = W1 + W2 (FOR 000RS WITH SIDELITES) 2 6D X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. 7 ns complying with We Florida Building Code Acceptance No " i i 03 Expietion lista ✓).ff`%�r'�e2Q 13y I. I. , JO ' ' /--- Miami iMiami rola Product Cont[ O W GLAZING TYPE 'D' WOOD INSET OPTION 13.0 So. FT. 10.4 SQ. FT. 13.0 SQ. FT. NE CORNING 995 GLAZING TYPES 'A', 'B' OR 'C' 6D X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. 7.7 0 iY GLASS WITHIN WOOD INSET OPTION Engr: JAYAO AHMAD CML FLA. PE fi 70592 C.A.N. 538 2 015 L LV z 0 �w i4 n O o 0 at u. o� 0108 O a w3 LLLA/ tn.. o a 652 COMP -ANL\W09-29FPG ( in .5 c 0 c 0 0 0. a 0 UPDATED 70 2014 FBC re et 0. a .n +a, 0 D 0 0 M O rPi O 00 O 0 a CO 0 0 0 0 a7 0 y a drawing no. W09-29 F // 777: \ \ fi 1 W1 . W2 1 WIDTH (w) = W1 + W2 (FOR 000RS WITH SIDELITES) 2 6D X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. 7 ns complying with We Florida Building Code Acceptance No " i i 03 Expietion lista ✓).ff`%�r'�e2Q 13y I. I. , JO ' ' /--- Miami iMiami rola Product Cont[ O W GLAZING TYPE 'D' WOOD INSET OPTION 13.0 So. FT. 10.4 SQ. FT. 13.0 SQ. FT. NE CORNING 995 GLAZING TYPES 'A', 'B' OR 'C' 6D X 1-3/4" LONG BRAD NAILS 1" FROM ENDS & 3" 0.C. MAX. 7.7 0 iY GLASS WITHIN WOOD INSET OPTION Engr: JAYAO AHMAD CML FLA. PE fi 70592 C.A.N. 538 2 015 L LV z 0 �w i4 n O o 0 at u. o� 0108 O a w3 LLLA/ tn.. o a 652 COMP -ANL\W09-29FPG ( in .5 c 0 c 0 0 0. a 0 UPDATED 70 2014 FBC re et 0. a .n +a, 0 D 0 0 M O rPi O 00 O 0 a CO 0 0 0 0 a7 0 y a drawing no. W09-29 ... . . . 1111. . • 110 .. • • • .. •. • • • • • • • • • • •• • •.. • • • • • • • • • • • 0 11 0 • • • • 600 • • ... • • • .. • • .. • • • • • • . . • • • • • • • ... • 11.0 . • .. ... 011 • • • 00 • • • . • • 1111 .00 • • • • • •• • • ••. • • • ••• •• .• • • • .• •• • • • . •• •• •. • • . • . •• • ••• • • • • . •• • • •• • • • VAN( 'XVI/ NOJ Z l33HS 33S G) cn w v cn I I 0 rri N g • • • • • • • • •• • • • • •• • '• • . • • • . • • • • • NO CHANGE THIS SHEET C i — . 09.16.15 • , ••f • • .\"Z . .\'< • .\'Zs • • 4 • • . • • • • _ • • •• • • ••• • • . •. ••• • • • ••• •• 777-1 1 le— \ 1 : r 1 0 � r dote: 05-11-09 score: - dr. by: HAMID chk. by: revisions: ) 'no date by description A 06.30.10 I NO CHANGE THIS SHEET 6 05.03.12 NO CHANGE THIS SHEET C 05.29.15 NO CHANGE THIS SHEET D 09.16.15 NO CHANGE THIS SHEET LEAF HEIGHT iM faIIi'-'*tM1 OUT—SWING WOOD PATIO DOOR (L.M.I.) F.P.G. WHOLESALE INC. 7190 CORAL WAY MIAMI, FLORIDA 33155 TEL. (305) 266-2296 FAX (305) 261-6540 LEAF HEIGHT r. 1I•imm- • > 1 : , I:7.r 7 1111 la , W I le r. 1I•imm- • > AL-FAROOQ CORPORATION ENGINEERS 8c PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 262-6978 a f c COMP-ANL\W09-29FPG 1 : , I:7.r 7 ...\,„ ? i _.., AL-FAROOQ CORPORATION ENGINEERS 8c PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (305) 262-6978 a f c COMP-ANL\W09-29FPG HOLT SUPPORT AT HEAD/SILL ALUM STRAP BRACKET FASTENED WITH (2) fli X 1-1/4" SMS w •x •o • • • • ..'. 1 • .• •e • • • • •• •• • • •• •• •••• •••• A• ' 4 • a. a 0 0 Li • •• • • • • • • • • • • •• •• • • •••. •••• ALUM STRIKE PLATE EMBEOED IN WOOD EDGE DIST.' POLYURETHANE GLUE TYPIC L ANCHORS SEE LEV. FOR PACING SURFACE BOLTS SEE SHEET 1 • • •• • • • • • ir Td'PlaCANCHORS • SEE ELEV. • FOR SPACING EDGE DIST. :I• • • r 1 TT'ATT'TC 0 x S a 0 0 0 co TYPICAL ANCHORS SEE ELEV. FOR SPACING j •t. . �. 1BY WOOD BUCK EDGE DIST. .'4 • \\\ O W W II a 0 INSET HEIGHT z N 0 I II 1 TYPICAL ANCHOR SEE ELEV. FOR SPACING 28Y W000 BUCK �U1t OR� E DIS WOOD ICTURE MTV IN ff8 X 2" FH SMS AT 3-1/2" FROM ENDS AND 15" 0.C. MAX. x N METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. =BR l;t5 MIAMI-DADE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS-' ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY F.P.G. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. #8 X 2' FH SMS AT 3--1/2" FROM ENDS AND 15" O.C. MAX. POLYURETHANE GLUE 'M,, Al • • EDGE DIST. aN• TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1" MIN. INTO WOOD STRUCTURE = 3/4" MIN. INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. RODUCT REVISED C-90 NORMAL WEIGHT HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. as complying with the Florida Engr. JAVAD AHMAD lTuilding Code ..-# 6 G.0 • CML Acceptance No • V • ► FiA. PE 70592 n , ' Dater ..Iar . / © CAN. 538 fti _ 1 I trol • V w13y TYPICAL AIJ\Gi SEE ELEV. FOR SPACING ado ro uct Co emu (0 co N U o wa"M'0) J 0 N 0 _ j >c 0 N ,0 n 6 0 a0 li R M O r y 0 0) .> c 0 a 0 N N 1 1 8 m 0. 4 UPDATED TO 2010 FBC UPDATED TO 2014 FBC 8 W a 0i a a 4.1 0 0 0 0 Ln N 0 tG O m 0 0 0) 0 2 a e u r •u • drawing no. WO9--29 • • ••• • . • ••• . . .. . . . . .. •. • . • . • • • • . . •. • . •• •..• •• • • • •• •. •. . • . • •. ••. • •. •. . ... 9 Jo g laa4s) CO 5 N CO o 02 • • . . 4100 • • . • ••',•• • . • . . . •0 •�• .. . • • • • . &mN . EDGt.0151°.•• •:S$RA* •••• ®GE DIST., '.jz Q 4. 1•• ... :• •a�`•X'Y'••ir '• ;8 •• ••11 p o• a fi•• ,.• .' 4 w A ..4 •, '� ..:-.4. •1:':::` l•:i.4.:Ii�__ • 11. • ... • t '.1 •o,�: L t+] ClJ 0.4 y cal • EDGE DIST. • •� '4 . o + • EDGE DIST. •1 t t 0 0 r 0 -a it IL data: 05-11-09 scats: 3/8^ Q i - dr. by. HAM) chic. by: (revisions: ) `no date by description A 06.30.10 REV. PER BCC() COMMENTS B 05.03.12 NO CHANGE THIS SHEET C 05.29.15 UPDATED TO 2014 FBC D 09.16.15 NO CHANGE THIS SHEET OUT -SWING WOOD PATIO DOOR (LM.I.) F.P.G. WHOLESALE INC. 7190 CORAL WAY MIAMI, FLORIDA 33155 TEL (305) 266-2296 FAX (305) 261-6540 AL-FAROOQ CORPORATION ENGINEERS Le PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 26.4-8100 FAX. (305) 262.6978 c COMP—ANL\W09-29FPG) COMP-ANL\W09-29FPG) • •••• • • • .•• •• •. . • •• • .. •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • 4 o EDGE DIST. LigIN t1� • • • • • • • • • • • • • • • • • • 41, 0 • • • ••• •1 • • •• • • • • • • • • • • • • • • • • • • ••• • ••• • • • • • • • • • • • • • xm•I uvriS A' Z G7 N O z zm z w Cn 4a .p••• •• •y 19 • • • • • • • • . • 28Y '•D BUCK OR WOOD STRUC • : E OGE DIST. — 00) O rT1 Ix C...1 is) N = ' 70 In • N P m x Z> Nffi41. CI 4 N 2=8 NO . 0 v O date: 05-11-09 scale: 3/8' - 1' dr. by: HAMID chk. by: (revisions: ) no dote by description A 06.30.10 REV. PER BCCO COMMENTS B 05.03.12 NO CHANGE THIS SHEET C 05.29.15 UPDATED TO 2014 FBC D 09.16.15 REV. PER RER COMMENTS OUT—SWING WOOD PATIO DOOR (LAI), F.P.G. WHOLESALE INC. 7190 CORAL WAY MIAMI, FLORIDA 33155 TEL (305) 266-2296 FAX (305) 261-6540 Om"0 •0 n Z O A O N AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 264-89.00 FAX (305) 262-6978 1 r 5.250 .67\\\\re � `D FRAME HEAD/JAMB 3.925 1.750 _E \ \ ' •492 1� 5.500 1 12 INTERMEDIATE STILE 5.500 r-1.750 L.492 4.713 2 TOP & BO1TOM RAIL HINGE & LOCK . STILE/SIDELITE STILE ALTERNATE TOP & BO1TOM RAIL HINGE & LOCK STILE/SIDELITE STILE -�{ 1.181 1.693 d I O GLAZING BEAD 2.500 ASTRAGAL ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 - 3/ DOOR FRAME HEAD/JAMB WOOD - 2 - AS REQD. TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDELITE STILE W000 - 3 - AS REQD. ALTERNATE TOP & BOTTOM RAIL/HINGE & LOCK STILE/SIDEUTE STILE WOOD - 4 - 1 SILL COVER ALUMINUM - 5 - 1 SILL FILLER WOOD - 6 - 1 FRAME SILL WOOD - 7 - AS REQD. GLAZING BEAD WOOD - 8 - 1 ASTRAGAL PLYWOOD AB MARINE GRADE 13 PLY 9 - 1' ASTRAGAL INTERIOR COVER WOOD - 10 - - ASTRAGAL EXTERIOR COVER W000 - 12 - AS REQD. INTERMEDIATE STILE WOOD - 13 S44 4/ LEAF HINGE STEEL OR ST/ST DELTANA 14 #10 X 3" 3/ CORNER FRAME ASSEMBLY SCREWS FLAT HEAD - - 15 0E80650 AS REQD. FRAME WEATHERSTRIPPING Q-LON PVC SCHLEGEL 1.750 1.309 I ( 1.509 .375-J Imo- .250 ASTRAGAL INT. COVER 1-.276 1.000 F� ()ASTRAGAL EXT. COVER HINGE 13 .13" THK. STEEL HINGE INSTALLATION SCREWS TO PANEL: (4) #12 X 1-1 /4" FH SMS TO FRAME (2) #12 X 3/4" FH SMS IN INNER HOLES (2) 1/4" X 2-1/4" FH TAPCON IN OUTER HOLES .200 n SILL COVER .900 fes-1.600-�I 295 2400—�i� r_1.600, .685 n SILL FILLER n FRAME SILL WOOD OPTIONS 1- SOUTHERN CHERRY 2- ANDEAN WALNUT 3- TROPICAL WALNUT 4- 'WHITE OAK 5- YESQTJERO SPECIFIC GRAVITY = 0.50 MIN. (E=1,400,000) GRADE = 2 MIN. MOISTURE CONTENT = 12% MAX. SEALANT: FRAME & PANEL CORNERS SEALED WITH NATIONAL CASEIN WUP 4379 ADHESIVE. HINGES: 4" X 4" X .130" THK. HINGE 4 PER LEAF AT 9-3/4" FROM EACH END AND 25-1/2" 0.C. MAX. LOCKS: CONVENTIONAL LOCKSET WITH DEAD BOLT AT ACTIVE LEAF LOCK STILE KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR PASSAGE LOCK AT 36" FROM BOTTOM, DEAD BOLT AT 42" FROM BOTTOM OPTION 1 = EMTEK CORTINA KEYED ENTRY DOOR LEVERSET OPTION 2 = KWIKSET POLO KEYED ENTRY DOOR KNOBSET OPTION 3 = BALDWIN KEYED ENTRY DOOR LEVERSET MANUALLY OPERATED SURFACE BOLTS BY 'DELTANA' AT TOP AND BOTTOM OF ACTIVE LEAF. (MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) MANUALLY OPERATED CONCEALED FLUSH BOLTS 283D BY HAGER OR FPG WITH 5/8" THROW AT TOP & BOTTOM OF INACTIVE LEAF. PRODUCT REVISED as complying with the Florida Building Code Acceptanco No kation Date Engn JAVAD AHMAD CML FLA. PE 1 70592 C.A. 538 3 1015 .0 m� 0 0 3 s. 0 f N rn 3 a_ 0 0 c J 0 0 0 0 0_ 0 0 00 z A 0 N 0 co .5" to 1 M 0 0 0 0 c 0 c U N 0 0 0 8 5 iv 0 6 0 z W 57 rc n CI CI 0 0 0 0 0 0 u) ID 0 0 c 0 O date: 05-11-09 c 0 s v a 0 drawing no. W09-29 • • •• •• • • • • • • • ••• • • • ••• • • • •• •• • • • • • • • • • ••• • • • • • • • • • • •r 83Na00 W01108 3Pwad Z Zv o- \ C ni nX R I i \ 0 i 0O 0 -Q 7 N -DI i cn O e • rn m 0 0 o. . rn ra • • • • • ••• • • • • •• • • •• • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • ••• • ••• • • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• 1 rg mg g N dote: 05-11-09 settle: 3/8 1" dr. by: HAMID ehk. by: 13M00 000M „8/5 X o5 0 0 13M00 Artairdir r r =■►�1II1\11111=11.� (revisions: n n n g n n n by iF. tet' 06.30.10 f,...., J O \\\ >__ NO CHANGE THIS SHEET Jill/ UUU ,c--...- 05.29.15 1 rg mg g N dote: 05-11-09 settle: 3/8 1" dr. by: HAMID ehk. by: 13M00 000M „8/5 X o5 0 0 13M00 Artairdir r r =■►�1II1\11111=11.� (revisions: no date by description A 06.30.10 REV. PER ECCO COMMENTS O 05.03.12 NO CHANGE THIS SHEET C 05.29.15 NO CHANGE THIS SHEET O 09.16.15 REV. PER RER COMMENTS OUT -SWING WOOD PATIO DOOR (L.M.I.) F.P.G. WHOLESALE INC. 7190 CORAL WAY MIAMI, FLORIDA 33155 TEL (305) 266-2296 FAX (305) 261-6540 AL-FAROOQ CORPORATION ENGINEERS 8c PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX (305) 262-6978 a f c COMP—AN L\W09-29FPG 4 • ... . • . ••• • • • •• .• • • ••• •• • • • . . • • • • • • •• .•• • • • • • • • • • •• • • ••• • • • • ••• • • ••• • • • • • • •• •• •• • • • • • • • • •• • • • •• • • • •• ••• • • • • • •• •• • • • • • • • • ..• • .•• • • •. ..• •• • • • •• • • • • • • • •• ••• • • • • • •.