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WS-18-2969Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-09-18-2969 Permit Type: Windows/Shutters Mork Classification: Window/Door Replacement Permit Status: Approved issue Date: 09/28/2018 I Expiration: 03/27/2019 Parcel Number 229 NW 111TH TER, Miami Shores, FL 33168 1121360010340 Contacts JULIO ORTEGA 229 NW 111 TER, MIAMI SHORES, FL 33168 (786)357-8370 Owner MAC CONSTRUCTION LLC 7600 SW 57 AVE, MIAMI, FL 33172 Contractor Description: REPLACEMENT OF 11 WINDOWS AND 3 DOORS TO NEW IMPACT Fees Application Fee - Other DBPR Fee DCA Fee , Scanning Fee Technology Fee Windows/Shutters Fee Total: Amount $264.00 $50.00 $3.60 $2.40 $12.00 $6.00 $190.00 Valuation: Total Sq Feet: $ 0.00 0.00 Payments Total Fees Credit Card Amount Due: Amt Paid $264.00 $264.00 $0.00 Inspection Requests: 305-76 -4949 Inspections: Inspection Type Framing Building Final Permit Received By Date Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNER jj FIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin. c struction and zoning. Futhermore, I authorize the above named contractor to do the work stated. it earl Th) Authorize" •nature: Owner / Applicant / Contractor / Agent Dat September 28, 2018 Page 2 of 4 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Inspection Number: INSP-002212-2018 Permit Number: WS-09-18-2969 Scheduled Inspection Date: December 07, 2018 Inspector: Naranjo, Ismael Owner: JULIO 0 ORTEGA Permit Type: Windows/Shutters Inspection Type: Framing Work Classification: Window/Door Replacement Address: 229 NW 111TH TER Project: Miami Shores, FL 33168 Contractor: MAC CONSTRUCTION LLC NICK A MARTINEZ Phone Number: 7863578370 Parcel Number: 1121360010340 Phone Number: Building Department Comments REPLACEMENT OF 11 WINDOWS AND 3 DOORS TO NEW IMPACT Checklist Item General Comments Passed False Comments Inspector Comments Passed Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. December 08, 2018 For Inspections please call: 305-762-4949 Page 18 of 43 BUILDING P IT APPLICATION ft BUILDING ❑ ELECTRIC PLUMBING n MECHANICAL JOB ADDRESS: 22 / N Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 -04 FBC 20 i 9 tirIf Master Permit No. W � IV -2 tG Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION n SHOP City: Miami Shores County: Folio/Parcel#: /1 - 2 13 6 0 0/ 0? it 0 Occupancy Type: Load: CONTRACTOR DRAWINGS Miami Dade Zip:. 3 ? 1 6 g Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): du Li 0 a. of?. 7 & 4 Phone#: 716 357- 273 0 Address: Z2 5 NW /// AA. 1a-P4/1e City: ft1l /t/i l £ 4'O OI Y State: n Zip: 33/4 ir Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: /1/tt(_ ( ` & (-rC/C; i((%K1 Address: f% l l c , S qq G� City: A/t / al, / State: Qualifier Name: N(/ - G h M &r- jf'fb.Cj . __ State Certification or Registration #: CG (i /31 C/"ga (.- DESIGNER: Architect/Engineer: Address: City: Value of Work for this Permit: $ ,tJ ' (9.0 Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace Description of Work: e Icikar.(21,v,,Aievk 0-C It U I`n. ool),.)S c — Phone#: 3‘=,(,2 Zip: Phone#: Certificate of Competency #: Phone#: State: Zip: n Demolition Specify color of color thru tile: Submittal Fee $ 7 Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE$ 20(4, • O (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 ..sence of suc__osted notice, the inspection will not be approved and a reinspection fee will be charged. Signature G�.1 Signature OWNER or AGENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 t, $ , by j'p day of , 201 auv CXZ , who is personally known to me or who has produced es—L c` 2_ /6 as identification and who did take an oath. by /V(`Ce itA Q/ft"t // , who is personal) nown to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: q T�d�ONIIIII///ij��� NOTARY PUBLIC: y. a •:i n Sign: .:....=_:fr2"-± A4411 /le(41 =y •c v, �—, s A o'v�: v'= Print: _m ^ z o ti o`' co Print:_.:..., /. 5 '%�f i • Q��C�•• tppr ?o'', Air^ Seal: '�l� .••............... �\\e� Seal: ??: t�f, ED , e �ERNi FF89 9/�„o' = .: Fi1Y COMMISSION # FF R�B43 `�;/ q 01 ;c�St• z EXPIRES: Juiy 13. 201g r�'��i; r��altt6��� `'%.P.„•.. Bonded Thru Notary public Underw ters APPROVED BY1017 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 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and, comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Yl� Lfr 6//8 .Judi u Q2G�Cr-44 Owner Signature Date Print Name Renzpv..ro Miami Sores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, siie of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows,, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20"'wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than lx), Framing and Final. fili .THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT to ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;1 1 /17/2014 Department of Regulatory and Economic Resources Board Administration Section 11805 SW 26"' Street (Coral Way) • Room 230 Miami, Florida 33175-2474 Telephone 786-315-2573 Fax 786-315-2570 w w w. miarn i dade. gov%deve lopme n t MEMO TO: Al Building • i flj als 'Miami Dade County FROM: Secretary f the Board oard of ales and Appeals DATE: January 11th, 2017 SUBJECT: Certificate of Reinstatement MAC Construction L1LC Nick Albert Martinez, Qualifying Agent 11405 SW 99th Court Miami, Florida 33176 State License #CGC1514806 As a result of the Board of Rules and Appeals meeting held on September 22, 2016, it was previously advised that the above Contractor's permitting privileges were administratively suspended in Miami - Dade County. This is to inform your Department that the above Contractor's permitting privileges have now been ADMINISTRATIVELY REINSTATED in Miami -Dade County. If you have any questions concerning this matter, please do not hesitate to contact Daniel Vuelta,, Contractor Enforcement Supervisor at 786-315-2562 or via email at DV045@nniatnidade.gov, From: Edmee 08 etimee08084'grnail.com 8 Subject: FORM_CONTRAOTORS_REGISTRATION_4-7-10.pdf Date: September 25, 2018 at 8:06 AM To: Nick Martinez niamartinez0@gmail.com Miami Shores Village Building Department 10050 N.E.2ncf Avenue Miarm Shares. Florida 33138 Tot: (305) 795.2204 Fax : (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR, IF CONTRACTOR IS A f LORIDA STATE CERTIFIED CONTRACTOR: A. -/,,,COPY OF OUALIFIER S STATE LIC CARD B. 11. COPY OF LOCAL BUSINESS TAX RECEIPT c.OPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPTI _COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTIONI IF CONTRACTOR HAS A MLAMI DADE COUNTY CERTIFICATE OF COMPETENCY: COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE aanE143EAQUIERAIUSIOEMIAMLWEaSSILLA D. COPY OF WORKER COMP INSURANCE {EITHER CERTIFICATE OR EXEMPT1Ott YOUR INSURANCE COMPANY MUST ISSUE A' CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 3313$ ISM tttttttt 1•11111111111111111111101112111111111M tt ttttt 111•1111111 SSSSSSSS 11111111111 SSSSS 111,11*1 cpAtafTEr NTRACTO 5INFORiAATION BUSINESS NAME: C005 BU SINESS ADDRESS: Ail-/ .14 _CITY STATE BUSINESS PHONE: ( ZIP CODE 271 ( 110 FAX NUMBER CELL PHONE (3cli _,..16r-Pts"5 QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: E-MAIL ADDRESS (IF APPLICABLE): _ma-. Croted 3,19,V9 BY MOW RV 1'241 ?COY RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS�AND PROFESSIONAL REGULATION ,- �� fit: .x-�- CONSTRUCTION INDUSTRY LICENSING BOARD THE GENERAL CONTRACTOR HEREIN;IS CERTIFIED UNDER THE PROVISIONSOF+CHAPTER'489, FLORIDA.STATUTES L— LARTI NEZ;N ICKALB.ER` .- -M¢ACN1CCJN CONSTRUCTION L.LC t 1450'NW 87TH AVENIVE SUITE 210 " DORA-L BRANCH : 4 F 33i72' .' tT , EXPIRATIONFDATI:AUGUSt31, 2020 Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 5615159 BUSINESS NAME/LOCATION MAC CONSTRUCTION LLC 11405 SW 99TH CT MIAMI, FL 33176 OWNER MAC CONSTRUCTION LLC NICK MARTINEZ QUALIFIER Worker(s) M® RECEIPT NO. RENEWAL 5856456 SEC. TYPE OF BUSINESS ILBTJ EXPIRES SEPTEMBER 30, 2019 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 PAYMENT RECEIVED 196 GENERAL BUILDING BY TAX COLLECTOR CONTRACTOR 1 CGC1514806 75.00 09/26/2018 CRED ITCARD-18-073824 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit, or a certification of the holders qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RECEIPT NO. above must be displayed on all commercial vehicles- Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcollector JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1/20/2017 EXPIRATION DATE: 1/20/2019 PERSON: MARTINEZ NICK FEIN: 202649374 BUSINESS NAME AND ADDRESS: MAC CONSTRUCTION LLC 1450 NW 87TH AVE DORAL FL 33172 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter, Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 9/26/2018 IMG_1636.jpg 33010 CAIJT PHONE 3 ESS MERCY NIARTINEZIIIS r1:Sif71ERCN AFFOR MG —EVANSTC3t i(a InSVRERA: m , NSUPER gifeekreR= .yea CERTIFICATE OF LIABILITY INSURANCE TFit5 RT3FIGATE tS ISSUED AS A NIA b E,t2 OF t? irORMATiON ONLY AND CONFERS NO RIGHTS UPt3 i THE G '• �» rrf�a CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFPOR BELOW, TH S CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSU�iS REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder'ts an ADDITIONAL INSURED, the policy(1es) must Have ADDTIONAL INSURED proves co- if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsumant. A ststecannt On to Hors Hate contcr rights to the certificate bolder in lieu of suds rrriorsertt{s}, INSURAMCE & ASSOCIATES 636 EAST 9TH STREET HIALEAH. PL MAC CONSTRUCTION LLC 11405 SW 99TH CT MAW, FL 33176 !t [it1S 15 TO CERTWFY THAT T1 ti?"k`ffrNCATEO NOTWITHSTA:1t r!;•,CE�Tt CATS faAY E1E iSSU60 gXC1L'S1ON8 ANO CON>71-- i0i TYPE OF UISUHA1N https://mail. google.com/mail/u/0/?tab=wm#search/nickmartinez0%40g mail.com/16615eba068e49187protector=1&messagePa rtl d=0.1 1/1 MAC CONSTRUCTION LLC. 11405 SW 99 Ct. Miami, Fl 33176 Date: State of Florida County of Miami Dade Before me this day personally appeared Nick Martinez who, being duly sworn, deposes and says: That he will be the only person working on the project located at: 229 NW 111th Terrace ,/ ` Contractor Siu ature .Sworn to (or affirmed) and subscribed before me this 2 5'day Personally Known Or Produced Identification ------ Type of Identification Pr ,d_uced Notary Sinature: EDME-HERNANDEZ MY COMMISSION 0 FF I199435 Notary Stamp: EXPIRES: July 13, 2019 Bonded Thor Notary Public Underiders MY COMMISSION; . - s4 . ,, EXPIRES: e, ........... Bonded thru 141tO P,hi c U derer't fy . ! n a —. " Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation. insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this 1.--day of —mime - , 20 16. who is personally known to me or has produced as identification. YANADY PRIETO MY COMMISSION # FF 214031 EXPIRES: March 25, 2019 ; Bonded Thru Notary Pubic UcderwOters 4/25/2018 Florida Building Code Online ► OFF a:OF:THE BCIS Home ( Log In User Registration Product Approval USER: Public User Product Approval Menu > Application Detail Application Type (CodeVersio Appl ci'ation:Statusj Comments Archived Product a ufac urer4 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Hot Topics j Submit Surcharge ; Stets & Facts I Publications 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) Equivalence of Product Standards Certified By Sections from the Code CF120359"R2 Revision 757.4 pproved LJ (MtiGlassC)oors`I, ',Win'cdows Inc: 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Windows Horizontal Slider FBC Staff I BCIS Site Map Links ; Search I Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer iJ Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 Keystone Certifications, Inc. 08/27/2025 Ammad Riaz, P.E. J Validation Checklist - Hardcopy Received FL20359 R2 COI SS -Series MG-300 Alum Horizontal Sliding Window(LMI- SMI)-CI 2017.pdf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 https://www.floridabuilding.org/pr/pr app_dtLaspx?param=wGEVXQwtDqua%2flMZ8n5CNatyGogDkVRBfoevySgwKoQNpt2RtzyIBA%3d%3d 1/2 4/25/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 01/15/2018 01/16/2018 01/21/2018 04/10/2018 FL # Model, Number or Name Description 20359 11 - LSerles MG-300 AIdminiim•Honzoptah- w.. ram -. 'Aiding WirRIciw_; r.. "-' La`r.' e missile,mpact*resistarittalumn um horizolital sliding.~ • g a TMst x' a, r ` J .window w ` - Luhtts,ofiU - -� ..'t ' Approvedzfor use in HVHZ iYes 4 a• ., . � Approved for se_ outsttleHVHZ=Yes --,4 a':., , �. Ittt:act ststant. Yes 7 , ,,,• ' , 15,41 �n Press Are ,+90/ 1.40 s = , Other Seesattacheci drawing W1�6-2•61-for s ari•vs ,l6ad t� • i. • otnbl[tafldr�a cd Cns�a{i�ttanidetatts.:L• ,� �.,` '�. � r v- ' s - s'— 47 = x _ �T ,c Installation Ihstructions -c t- e. FL20353 2" T S `Series MG=300.A1um H`or{zor 1 wing W dov (L6T1)-2017 R G W16 26 pdf - Verif ed By Javad,Ahm"ad PE #�70592 ' % CreaLe by Indepetaderit ThlydlParty'TYes} tide €vat atton?i€eports, _ - , FL20359``R2 AE SS=Sene§ MI'-300 •A'fum Horizontal 5#wing • rnduw (LP )?<PAE 2917 ;+ a ' y, &c • Created4by bide riderlt:ThirchP Ye ;' �, 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 R2 II SS -Series MG-300 Alum Horizontal Sliding Window(SMI)-2017 DWG W16-28.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party: Yes Evaluation Reports FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding Window(SMI) -PAE 2017.p�1f Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Effl ;chat Credit Card Safe secuLit4'CRICS• https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqua%2flMZ8n5CNatyGogDkVRBfoevySgwKOQNpt2RtzyIBA%3d%3d 2/2 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 20359 Date: 01/08/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84TH STREET, MEDLEY, FL 33166 IVlodeliName:,SERIESIVIG 300 AI;UMINUM HORIZONTAL SLIDINGiWINDOW. w4,3X Maximum Width: 126"(XOX) 96"(XO) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W16-26 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) • TEST ' DESCRIPTION _ TEST LOCATION TEST REPORT a - DATE ' "TEST h REPORT Test • • Sealed:by ASTM E283 Air Infiltration Leakage Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 Idalmis Ortega, P.E. ASTM E331 OR ASTM 547 & TAS 202 Water Penetration Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 Idalmis Ortega, P.E. ASTM E330 & TAS 202 Uniform Static Air Press. Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 Idalmis Ortega, P.E. ASTM F 588 Forced Entry Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST _ h _ DESCRIPTION 'TEST.LOCATION TEST REPORT DATE�REPORTT# TEST • ; Test Sealed by FBC 1626.2 (TAS 201 & 203) Large Missile Impact & Cyclic Fenestration Testing Laboratory, 03/29/2016 FTL-8856 Idalmis Ortega, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 "'D'AM„, `,,.' No 70592 g. �. */ 0 ° : 0 STp'(' OF : 4l. "%sS4ONA�E?G,, Sealed: 1/12/2018 9360 Sunset Drive, Ste 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com 6/25/2018 r . "sr x ti b>y -.. c'' el C''s,r.Pr. ,� 14DNM ies& ° rofssioat Reg ropeuhals teFFICelaFJVIE lefecastim Florida Building Code Online BC1S Home I Log In I User Registration I Hot Topics I Submit Surcharge I Slats & Facts I Publications I BCIS Ste Map Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail )` Application Type Qe;z7ao New Code Vea(on ' , • 2 A Ilcation Status, f Comments Archived Protluct:Manufacturerr W . 'Mr;Glass Doors•& Wlndtws Incj Address/Phone/Email Authorized Signature 8120 NW 84th St Medley, FL 33166 (305) 470-8284 ulises@mrglasswindows.com Ulises Senaris ulises@mrglasswindows.com Technical Representative Augusto Arias Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarias@mrglasswindows.com Exterior Doors Swinging Exterior Door Assemblies sapaotslslotts Links Search j Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Javad Ahmad 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 FL27001 RO COI 55 - MG-500 OS Door (LMI) -CI 2017.p�if Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year ASTM E1886 2002 ASTM E1996 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 Product Approval Method Method 1 Option D Date Submitted 04/20/2018 Date Validated 06/18/2018 Date Pending FBC Approval 04/29/2018 Date Approved 06/18/2018 Summary of Products https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvp%2fcIIPzH4zjYXwkw%2f5PtbzHyn%2fzxUkhv1Ja2bWes56g%3d%3d 1/2 6/25/2018 Florida Building Code Online • FL # k- f •� Modet;�Numtiew.or Name- -: ,��,,. chi -.! .Description ,�..•.�, r. -� io .p•-.� x r ..,... ,.••..- „sue i 'S�_ ,F{^� .,r • t ;,: ,'1 : >t.. ,..` ' • '- 27001 1c rys' �genes MGS00 Aluminum Outs`wing Fre 4 0' ,t, ••.. DOOr_L SJf�.. S4 r-' : "•-t_W r. _- "'ii am. s.sue c" �r 7 -.•.�, Large missile impact.rreslstant;aluinlnum•o tswing doors i. _ t l ' -`F �'� F` �S'l .r.� +• �4- �. +2io.I+r— ,. ' ,. Limmits•o`f Use r 4 r- ^'IYApproved foruse tn,HVMHZ Yes - / + „f i(FApproVed fo use outside•-H'NZ iYee w •m. 1. _.,,,,, M .ram' l Impact Resistant Yes �` , -� t Destgr�.Pressurise 4-130/ 1.50 i r,Other: See attached draAing 18 47F,for t istallation•instructions k . -- . z, f,- r`n *! ;, r c i4' -i:. " w±a • ,� c cc "`•� C w • a &" • ' ...—r V'. r '^•7;� +-a " ' Installation Instructions : r IV'. _ if : FL2700j• RO 11 55 = MG500rFD (MS ) ( ) �, „ . �, ,L A -& � ; r e� £�QWG=1�:47F Verified:by Javad Ahmad PE. #270592- K "� � ,,,, treated-'b Indep�'endentFhird,Party Ye EvaluationtReports: r , ? PL27001' R0'AE SS' MG 500 OS Door!L�15 PAS 20i07 pdfi - Cteatecl.by IndependentrThird,•PartY Yes . 1. ;•- e"y,.., �.. Baal 'Nest] 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 :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ET WI 11 Credit Card Safe ecurits METRIes1 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvp%2fcIIPzH4zjYXwkw%2f5PtbzHyn%2fzxUkhv1Ja2bWes56g%3d%3d 2/2 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT tRRODUCT APPROVAL EUALUAT(ON RULE CHAPTER,#61G20 3TKMETH iErrq TION FL 27001 Date: 04/19/2018 Detailed Product Description: Manufacturer: MR. GLASS DOORS & WINDOWS, INC. Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166 Model Name: ERIES'iMG=500-ATI INGIVI TSWiNG O Maximum Frame Width: 47" (X), 89" (XX)" Maximum Frame Height: 110-1/2", 120 (O/XX) (O/X) Maximum Load: +130 PSF/ -150 PSF (Large Missile Impact) Installation Drawings # 18-47F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. Comparative analysis used Yes X No _ Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION f .. T . TEST LOCATOR. l . b�.� y � ,TEST�REPORT' = ,_._ ..,__,. TEST Test ' DATE ,REPORT# Sealed by ASTM E283 Air Fenestration Testing, Inc 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. Infiltration 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Leakage Blackwater Testing Inc. 05/03/2013 FTL-7242 Marlin. D. Brinson, P.E. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. ASTM E331 Water Fenestration Testing, Inc 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. OR ASTM 547 & Penetration 05/03/2013 FTL-7242 Marlin. D. Brinson, P.E. TAS 202 ASTM E330 Uniform Fenestration Testing, Inc 04/27/2008 FTL-5556 Carlos S. Rionda, P.E. & TAS 202 Static Air 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. Press. 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 05/03/2013 FTL-7242 Marlin. D. Brinson, P.E. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. AAMA 1304 Forced Entry Fenestration Testing, Inc 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. Test 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 05/03/2013 FTL-7242 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. 9360 Sunset Drive STE 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooc afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) ,:`£x NEST ''DESCRiP�TION CTESTrLOCATION TEST REPORT1 ` TESTS , -; `'ales -` . `_ f # �* ` .,.,, .._., 1,, .:.. . ' ~ .' JJ,DATE ... ., .� , . , ., T'„ ,. � i. Sealed by FBC 1626.2 Large Missile Fenestration Testing 04/27/2008 FTL-5556 Carlos S. Rionda, P.E. (TAS 201 & 203) Impact & Laboratory 05/10/2008 FTL-5554 Carlos S. Rionda, P.E. ASTM E1886/1996 Cyclic 09/09/2009 FTL-5992 Marlin. D. Brinson, P.E. Blackwater Testing Inc. 05/03/2013 FTL-7242 Marlin. D. Brinson, P.E. 06/13/2017 BW-ESW-17-020 Constantin Bortes, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ..��p11 ,oAH44, s`/,,, .` . \. C E ,' . No 70592 /• '_ _ • * Javad Ahmad PE # 70592 D \ �': ST OF . :cc � Al-Farooq Corporation EB # 3538 1.,FS•.' ... \.�' �\�`.� '�•,�S/Q N AL Ec.�`� Sealed 04-20-18 9360 Sunset Drive STE 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT April 19, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glas's Doors &rWindows,,Inc Series'"MG-500" AluminumgO_ utswingzFrench,DoorALM.1 )) Certificate•of'I ndependence 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, ." PDEAHtijg0 ,��',:• Z. No 70592 �'_ • ,E...`.ealed 04-19-18 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive, Suite 2201 Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com WINDOW / DOOR SCHEDULE CALC. WIND PRODUCT WATER NOTICE OF GLASS PANEL WIDTH X MANUF. / EFFECTIVE GCp (+) PRESSURE PRESSURE INFILTRATION MARK NO. DESCRIPTION THICKNESS/ TYPE TINT FRAME COLOR STYLE HEIGHT MODEL # AREA (SQ.FT.)(N.O.A.) ZONE GCp (-) REQUIREMENT (P.S.F.) CAPACITY (P.S.F.) REQUIREMENT APPROVAL D1 ALUMINUM OUTSWING FRENCH DOOR - IMPACT RESISTANT 9/16 LAMI (TYPE "A") GRAY` WHITE X 38" x 82" MR. GLASS SERIES "MG-500" 21 6 INT (4) +0.941.04 +38.141.5 +8080 YESFL 27001.1 (FL. APPROVAL) W1 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "B") GRAY WHITE XOX 1/4-1/2-1/4 111" x 63" MR. GLASS SERIES "MG-300" 12 1 INT (4) +0.99 -1.09 +39.5 -42.9 +80 -80 YES FL 20359.1 (FL. APPROVAL) �� l°°`� ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") GRAY WHITE XO 74" x 50" MR. GLASS SERIES "MG-300" 12 8 END (5) +0.98 -1.36 +39.4 -52.4 +80 -80 YES FL 20359.1 (FL. APPROVAL) ALUMINUM HORIZONTAL ROLLER 5/16 LAMI WHITE XO 74" x 38" MR. GLASS 9.8 INT (4) +1.00 +40.0 +80 YES FL 20359.1 O WINDOW - IMPACT RESISTANT (TYPE "A") GRAY SERIES "MG-300" -1.10 -43.4 -80 (FL. APPROVAL) W4 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") GRAY WHITE XO 74" x 38" MR. GLASS SERIES "MG-300" 9 8 END (5) +1.00 -1.40 +40.0 -53.7 +80 -80 YES FL 20359.1 (FL. APPROVAL) W5 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") GRAY WHITE XO 37" x 50" MR. GLASS SERIES "MG-300" 6.4 END (5) +1.00 -1.40 +40.0 -53.7 +80 -80 YES FL 20359.1 (FL. APPROVAL) ALUMINUM HORIZONTAL ROLLER 5/16 LAMI XO 37" x 38" MR. GLASS 4.9 INT (4) +1.00 +40.0 +80 YES FL 20359.1 ® WINDOW - IMPACT RESISTANT (TYPE "A") GRAY WHITE SERIES "MG-300" -1.10 -43.4 -80 (FL. APPROVAL) 9 ALUMINUM SLIDING GLASS DOOR - IMPACT RESISTANT 9/16 LAMI (TYP "A") GRAY WHITE XO 60" x 80" MR. GLASS SERIES "MG-1000" 16.7 INT (4) +0.96 -1.06 +38.7 -42.1 +100 -100 YES FL 19092.1 (FL. APPROVAL) �� l°V l ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") GRAY WHITE XO 37" x 38" MR. GLASS SERIES "MG-300" 4 y INT (4) +1.00 -1.10 +40.0 -43.4 +80 -80 YES FL 20359.1 (FL. APPROVAL) D3 ALUMINUM OUTSWING FRENCH DOOR - IMPACT RESISTANT 9/16 LAMI (TYPE "A") GRAY WHITE X 34" x 81" MR. GLASS SERIES "MG-500" 19.1 INT (4) +0.95 -1 05 +38.4 -41.8 +80 -80 YES FL 27001.1 (FL. APPROVAL) W8 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") GRAY WHITE XO 26" x 26" MR. GLASS SERIES "MG-300" 2.3 INT (4) +1.00 -1.10 +40.0 -43.4 +80 -80 YES FL 20359.1 (FL. APPROVAL) ALUMINUM HORIZONTAL ROLLER 7/16 LAMI XOX 111" x 50" MR. GLASS 9.6 END (5) +1.00 +40.0 +80 YES FL 20359.1 ® WINDOW - IMPACT RESISTANT (TYPE "B") GRAY WHITE 1/4-1/2-1/4 SERIES "MG-300" -1.40 -53.7 -80 (FL. APPROVAL) Fp ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 7/16 LAMI (TYPE "B") GRAY WHITE XOX 1/4-1/2-1/4 111" x 50" MR. GLASS SERIES "MG-300" 9.6 END (5) +1 00 -1.40 +40.0 -53.7 +80 -80 YES FL 20359.1 (FL. APPROVAL) 11 ALUMINUM HORIZONTAL ROLLER WINDOW - IMPACT RESISTANT 5/16 LAMI (TYPE "A") GRAY WHITE XO 37" x 50" MR. GLASS SERIES "MG-300" 6.4 END (5) +1.00 -1.40 +40.0 -53.7 +80 -80 YES FL 20359.1 (FL. APPROVAL) *WITH WHITE INTERLAYER TIFICIMaii=11• ■ 12> (D2) (D3) WINDOW / DOOR ELEVATION 0 (W8) FF 77F1 (w9) (W4) (w10) (W6) b SCALE: 1/8" = 1'-0" RECEIVED SEP 2 7 2018 SCOPE OF WORK: WINDOW / DOOR REPLACEMENT CONSISTING OF: • 11 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS • 2 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS FRENCH DOORS • 1 NEW IMPACT RESISTANT ALUMINUM FRAMED SLIDING GLASS DOORS GENERAL NOTES: 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) AND THE ASCE 7-10 WIND CODE. 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO PRODUCT CONTROLS. 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E. BEAMS, COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. • • 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE v ' •CLEAR HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ• FT• 65. 4Q. FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE FIRISHED FLOOR. WIND LOAD CALCULATIONS••••• CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2 WIND VELOCITY (V)= EXPOSURE CATEGORY = BUILDING CATEGORY = BUILDING CLASSIFICATION = WIND DIRECTIONALITY FACTOR (Kd) = HEIGHT OF HILL OR ENTRAPMENT (H) = TOPOGRAPHIC FACTOR (Kzt) = MEAN ROOF HEIGHT (h) = 175 MPH C I I ENCLOSED 0.85 N/A 1.00 15 FT VELOCITY PRESSURE EXPOSURE COEFFICIENT (Kh) = 0.85 PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCpi) PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCp) ± 0.18 (NOTE 1) BUILDING "W' AT NARROWEST DIMENSION = 43'-0" CORNER DISTANCE FOR ZONE 5 (a) • • •• •• • • • • • • • • •• •• • (MIN. OF 10% OF THE NARROWEST DIM. OR 0.4x(h) BUT NOT LESS THAN 4% OF THE NARROWEST DIM. OR 3 FT.) 0.1 X 43'-0" = 4' 6" 0.4 X 15'-0" = 6' 0" 0.04 X 43.-0" =1' 9" a = 4' 6" VELOCITY PRESSURE EVALUATED AT HEIGHT z=h (qh) qh = .00256 (Kh) (Kzt) (Kd) (V^2) qh = .00256 (0.85) (1) (0.85) (175^2) qh = 56.51 PSF DESIGN WIND PRESSURE (p) (LOW RISE BUILDING AND BUILDING LESS THAN SOFT) p = (0.6)qh[(GCp) - (GCpi)] (PRESSURE) p = (0.6) 56.51 [GCp(+) - (-0.18)] (SUCTION) p = (0.6) 56.51 [GCp(-) - (+0.18)] NOTE: 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. 4. GARAGE DOOR EFFECTIVE WIND AREA SHALL BE (SPAN^2)/3. NO.:I REVISION DESCRIPTION D Engineer: 5::772211 SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 • • • • • • •■fir • •••T� •w •• ••t•• •• 'a) a) co • • • • • ! 0. • ••• W • D) _I. -Er iv. •• - • 41 fit • •■••© - O O z :,..g •• - N as 0 0 ®._kAGENSkc `°• � / • STATE OF �2 °°• �IORIDP.•°°�D�e� Eduardo A. Suarez P.E. License No. 64759 Date' 9-12-18 Project Number: 841 Project Designer EAS Submittal: PERMIT SET Drawing Title: GENERAL NOTES, CALCULATIONS AND SCHEDULES Sheet: 1of2 .-1;a.g #:\ L MStt,-_(•EsVill qe APPROVED ZONING DEPT BLDG DEPT BY DATE SUBJECT i'O CC IPI.I/`NCE WITH ALL FEDERAL STATE ANL) CCIJN-i'f r? JL-S AND REGULATIONS (D3� (w8) (ws) NOT PART OF PERMIT I GARAGE BATH FAMILY ROOM (wi o) FLOOR PLAN SCALE: 1/8" = 1'-0" KITCHEN DINING ROOM FOYER (D2) LIVING ROOM (W6) BATH BEDROOM BEDROOM w 0 w EGRESS D-�^Q w w (w4) NO.:I REVISION DESCRIPTION I DATE: Engineer: 1 1 SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 • • • • . • • •• y •• • . • .111 • •••.T� • ••••••• •W • rr,, ••t•• • • • • •• 067 Cfl • • r • • • • • '•J S- g.. • ...• a. �• • ...•` 'U2 ..4. •••o • .• • •41 1 , s;' ..••© — o 0 • • I= • • • vo••= ... .•g z. •• 0)E N co 0 Z ```\�1\11111111,''Kt BERT ' /1//v ®� •° STATE OF iONA r11111111"- Eduardo A. Suarez P.E. License No. 64759 Date: 9-12-18 Project Number 841 Project Designer: EAS_ Submittal PERMIT SET Drawing Title: FLOOR PLAN Sheet: 2of2 N 74" W Wir 'H. (4) ANCHORS TYP. AT MTG. STILE ENDS AT4"O.C. SEE CHART. ON SHEET 4 6" MAX. HEAD/SILL CORNERS - P P 1 0 iI I� II II ii co J _ o — 7 / 1 =_= I III II it ii ii 11 / Iit I - 11 if It= =It= I 11ea II II II II II 11 I1 II II' II .. - - Li - - t I. 1' 32 3/8" D:L: OPG. • — / 32 3/8" D L. OPG. FALSE M (SURFACE MAY BE 6" MAX. HEAD/SILL CORNERS 37 3/16" VENT WIDTH 89 3/4" WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS - _ AT 4" O.C. (i I I I I n II Et li I! II II- II II II /. 7 II I II ) // -TI----AV u -m- n II 11 II II II II II II II II II II II II II --11- - I II II II II II II II II II -11-- TT 41 B I II II II i 32 3/8" D.L. OPG. 37 3/16" VENT WIDTH 48 1/8" D. L. OPG. TINS APPLIED) ED c0 6" MAX. HEAD/SILL CORNERS (2) ADDL. ANCHORS SEE CHART ON SHEET 4 96" WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS AT 4" O.C. WINDOW HEIGHT 58 13/16" J VENT HEIGHT 55 13/16" II IIII I - IIC- �I I I I _ a. o -i /• / i II IIIII I I II I� - I II // I II ii // i' - 1I - II '/ Il II 11 1 I II II III II 1I _ II 1I _II I II I I 6 I I TYPICAL ELEVATIONS TESTED UNITS 'SERIES MG-300 ALUMINUM= 'HORIZONTAL SLIDING _WINDOW 43 3/8" D.L. OPG. 48 3/16" VENT WIDTH "uES1G i DOws-I'O-BL • S �Eti CHARTS SHOWN ON SHEETS 4 & 5. 43 3/8" D. L. OPG. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED � m a co • • • • • •• • • •PIPS • • SIPS• • • •• •• • • • • • • • T.HI ARE FATED FOR' LARGE & SMALL MISSILE I FACT.' 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 i R{.DUCT HAS BEEN DESIGNED: AND TESTED TO CC 1PL`YwWTPi4.Tf E. `H1±3'5UIREMENT5 OF THE;42017 "(6fI .EDITiON)`FI!ORIDA B1 ILDTNO CODE 1GLUDII HIG�1 VELOCITY HURRICANE ZONE, (HVHZ) '-L"'1 11 6r2113V01615-Ei RRS' & :UCR F7i TEilERS'�3 'biF ''"1vlII�ST iBE'``'� DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. - - -- ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE Sc ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS- FOR REVIEW. D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #20359 " 4 1111II1!AH � • CENSz• V m COMP-ANL\W16-26MG J O O I 0 N c 0 a) L • •e• •1 ) c 0 a U to (1) 1 0 N 0 0 w 0 0 a) 0 v 0 N 0 O co O U a a drawing no. W1 6-26 sheet 1 of 10 • P • PIPS • P•• • P• �•• • • •• •• • C .... L..J• 4 /10/On10 WINDi}�Y t0 co 6" MA) HEAD/SILL CORKS VENT HEIGHT r) to a. 0 J c (4) ANCHOR. -AT MTG. .S'E:EMS .'. AT 4" O.G. �-d F - �. 1 — -_ ,v. t _. -A. I 1` Li II " /, I —it_ — I _ %/ /1 p // /1 �D I 1 II./t ;I II /� II II �� II I ,�1� II II II II II II II I _ 6 32 3/8" D:L. Oft. 37 3/16 WINDOW HEIGHT • • 6" MAX. HEAD/SILL CORNERS 10..1'H 32: 3/8" 11 • FALSE MUNONS (SURFACEBEUED)CISED- MAY CO D.L. OPG. 32 3/8" D.L. OfS. 37 3/16" ,tea 1 ( 127 5/8" WINDOW WIDTH (4) ANCHORS AT MTG. STILE ENDS AT 4" O.C. F_•-' { I I II ( — II �_ _-- i it II 11 11 11 /• /. 1/ 11 / 11 1/ D D i1rtT II II II A II I I I -I- II - II 11 I I 11 I I 11 II 11 I I 'I I' j 32 3/8" D.L. OPG. 37 3/16" VENT WIDTH 48 -1 /8" D.L. OPG. 32 3/8" D.L. OPG. 37 3/16" VENT WIDTH FALSE MUNTINS (SURFACE APPLIED) MAY BE USED AV) Q TYPICAL ELEVATIONS TESTED UNITS FL #20359 • • • • • •• • • • ••.• • • •• •• • • • • • • • • • • •• • `\111111111 NQ .Qua No. 70582 TEL. (305) 264-8100 WI• • z N ••••- co • • •(r) .0 • .3 0 • .• • • z 3 •T• • •••4 __j • _ • X 0 Cr J 1- rn 0 CO .5 a) c 0 0. • 0 a) a) -o 0 0 c co col a- 0 C > ( drawing no. W16-26 sheet 2 of 10 •• • •• •• • • •• .• • •• • •• • to 1/8" HEAT STREN'D. GLASS .090" Ie1layer Trosifol PVB By 'Kuraray Americas, .' 1/8" HEAT N'D. GLASS . SIUCONE DOW 795 AT 1 /4 POINTS ON'- LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 54t6" OVERALL LAM. GLASS o 1/8" TEMP. GLASS w m ce O LJ w X w 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' —1/8" HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 11/16" OVERALL INSUL. LAM. GLASS GLASS BITE 3/16" HEAT STREN'D:.GLOS .Q90" Trosifol By 'Kuraray America, Inc.' 3/16" TEAT STREN'D. GLASS SIUCONE DOW 795 AT 1/4, POINTS. ON LITES- WIDER THAN 36" ONLY GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' —3/16" HEAT STREN'D. GLASS SILICONE DOW 795 I !I i ii 29 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 7/8" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS 1/4" AIR SPACE CONSISTING OF: 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' z co LA z 3/16" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW 795 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS GLASS BITE 1/4" AIR SPACE 3/16" HEAT STREN'D. GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' —3/16" HEAT STREN'D. GLASS SILICONE DOW 795 u. AT 1/4 POINTS 29 ALL SIZES GLASS TYPE 'Cr 7/8" OVERALL INSUL. LAM. GLASS FL #20359 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • •,,\GENs,i°q0o m 4. FAX. (305) 262-6978 0 M J COMP—ANL\W16-26MG ( sa▪ c • •O • ▪ • z .:!• j- 3i J • • cc •N F— •2E• •0 V) •o o z o a M aD •• • • •O• N • wQ) • • •• • . • co 1.0•• M oro Fr) • do •I Li.. J � v w J 0 w 0 revisions: ) 0 0 to Iv v 0 c up II O I iy EE drawing no. W16-26 sheet 3 of 10 •• •• • •• • •. C...-. I...J• 1 /40/0Ill a DESIGN LOAD CAPACITY - PSF 1 (XO 1R FRAME DIMS. WIDTH & 'Al' HEIGHT .(+) :(- GLASS TYPES 'B' & '81' EXT.(+) INT.(-) GLASS TYPES 'C' & 'CI' EXT.(+) INT.(-) -1/21 37" 53-1/8" 63" 74" 84" 96" 26-1/2" 53-1/8" 63" 74" 84" 96" 26-1/2" 53-1/8" 63" L 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 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 38-3/8" 80.0 80.0 80.0 80.0 90.0 140.0 74" 84" 96" 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 90.0 140.0 140.0 140.0 140.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 `8.0 80.0 80. 80.0 80.0 80.0 80.0 80.0 90.0 90.0 140.0 138.7 80.0 80.0 90.0 121.4 26-1/2" 37" 53-1/8" 63" 74" 84" 96" 63" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 126.5 80.0 80.0 80.0 80.0 90.0 111.5 90.0 97.5 26-1/2" 37" 53-1/8" 63" 74" 74" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 84" 96" 50-5/8" 90.0 140.0 90.0 140.0 74" 84" 96" 63" 90.0 140.0 90.0 132.7 90.0 125.0 CCw O J 0 (V) _I� oQ DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'B1' GLASS TYPES 'C' & 'C1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 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 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 24" 36" 48" 60" 72" 84" 96" 36" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 24" 36" 48" 60" 72" 84" 96" 48" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 128.0 24" 36" 48" 60" 72" 84" 96" 60" 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 80.0 80.0 90.0 136.5 80.0 80.0 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 1 , S. GLASS TYPES 'B' & '31' GLASS TYPES 'C' & 'Cr FRAME DIMS. GLASS TYPES 'B' & 'B1' GLA TYPES ' & 'CI' WIDTH HEIR T EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) E +) INT.(-) 55-1/2" 80.0 80.0 90.0 140.0 54" 63" 72" 81" 90" 24" 80.0 80.0 : 0.0 140.0 80.0 80.0 . 90.0 140.0 79-11/16" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 83-1/4" 26" 80.0 80.0 90.0 140.0 80.0 80 i 90.0 140.0 94-1/4" • $.0 80.0 90.0 140.0 80.0 ; i.0 90.0 140.0 55-1/2" 8*.1 80.0 90.0 140.0 79-11/16" 80.0 80.0 90.0 140.0 54" 63" 72" 81" 90" 36" 80.0 ;0.0 90.0 140.0 80.0 80.0 90.0 140.0 83-1/4" 38-3/8" 80.0 80.0 90.0 140.0 80.. 80.0 90.0 140.0 94-1/4" 80.0 • •.0 90.0 140.0 8• • 80.0 90.0 140.0 55-1/2" 80.0 80.' 90.0 140.0 1.0 80.0 90.0 140.0 79-11/16" 80.0 80.0 90.0 140.0 83-1 /4" 50-5/8" 80.0 80.0 90.0 140.0 54" 63" 72" 81" 90" 48" 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 94-1/4" 80.0 80.0 • 1.0 121.4 80.0 80.0 90.0 140.0 55-1/2" 80.0 80.0 90. ' 140.0 80.0 80.0 90.0 140.0 79-11/16" 63" 80.0 80.0 90.0 111.5 80.0 80.0 90.0 •440.0 83-1/4" 80.0 80.0 90.0 97.5 55-1/2" 80.0 80.0 70.9 • 1.5 54" 63" 72" 81" 90' 60" 80.0 80.0 90.8 • 140.0 80.0 80.0 9(%•••a •• ••.... 90.2. 1%0.0 .140.0 79-11/16" 74" 80.0 80.0 62.2 86. 80.0 80.0 80.0 80.0 90.Q..117.0 - - 90.G•••102.4 6 72" 81" 72„ 80.0 80.0 98.8 • •140.0 80.0 80.0 84.$• •-0 1.9 80.0 80.0 69.4 • 96.4 • - - 611.9••05.9 96" 48" 90.0 140.0 72" 84" 96" 60" 90.0 140.0 90.0 140.0 90.0 128.0 CC W O I 0 (0 U(n a 0 as 77. I c* was. :. R OPERATING VE TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH eX0 OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE AND FLORIDA BUILDING COMMISSION FL #20359 co co 0 1- re t ocLog co 0 U. 0 0 rl COMP -ANL\W16-26MG • • 6-1 • doci • SO co I CD o co 2 1- 04-18-16 0 drawing no. sheet 4 of 10) DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 'B' & 'B1' 'C' & 'C1' IDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 4" 80.0 80.0 90.0 140.0 106- 4" 80.0 80.0 90.0 140.0 111" 26„ 80.0 80.0 90.0 140.0 126" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 90.0 140.0 38- 8" 80.0 80.0 90.0 140.0 111" 126" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 106-1/4" 50-5/8" " '.0 80.0 90.0 140.0 111" 80. • 80.0 90.0 140.0 126" 80.0 80.0 90.0 138.7 74" 80.0 0.0 90.0 140.0 106-1/4" 80.0 86 • 90.0 129.0 111" 63„ 80.0 80.0 90.0 125.7 126" 80.0 80.0 - - 74" 80.0 80.0 - 106-1 /4" 80.0 80.0 - - 111" 74„ 80.0 80.0 - - 126" 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 'B' & 'B1' 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+ INT.(-) 72" 80.0 80.0 90.' 140.0 84" 80.0 80.0 9 ' .0 140.0 96" 24" 80.0 80.0 :0.0 140.0 108" 80.0 80.0 90.0 140.0 120" 80.0 80. '. 90.0 140.0 72" 80.0 8' I 90.0 140.0 84" 80.0 `' .0 90.0 140.0 96" 36" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120" 80 , 80.0 90.0 140.0 72" : i .0 80.0 90.0 140.0 84" :0.0 80.0 90.0 140.0 96" 48" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 60" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 136.5 120" 80.0 80.0 - - 7 , 80.0 80.0 - - 4" 80.0 80.0 - - 96" 72" 80.0 80.0 - - 108" 80.0 80.0 - - 20" 80.0 80.0 - - (1/3W) /3W) (1/3W) /. ,=> i /. /. <I= if OPERATING V TS TO BE 1/3 OF THE WINDOW WIDTH `XOX' 1 DEIGN LOAD CAPACITY - *' {XOX_ SIZES) L GL SS.-.-_._-�= �e 1 GLASS TYPES FRAME DIMS. 1*' 'B1' 'C' & 'C1' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 90.0 140.0 111" 26" 80.0 80.0 90.0 140.0 126" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 90.0 140.0 38-3/8" 80.0 80.0 90.0 140.0 111" 126" 80.0 80.0 - - 74" 80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 - - 50-5/8" 111" ' ` 80.0 _ 80.0 - - 126" 80.0 80.0 - - 74" 80.0 80.0 90.0 140.0 106-1/4" 63" 80.0 80.0 - - 11,1, 180.0 c. 1 - - 74" mac. 80.0 80.0 - - 106-1/4" 74„ 80.0 80.0 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. B' & '131' 'C' & 'Cl' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 24" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 36" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 48" 80.0 80.0 - - 108" 80.0 80.0 - - 120" 80.0 80.0 - - 72" 80.0 80.0 - - 84" 80.0 80.0 - - 96" 60" 80.0 80.0 - - 108" 80.0 80.0 - - 120" 80.0 80.0 - - 72" 80.0 80.0 - - 84" 80.0 80.0 - - 96" 72„ 80.0 80.0 - - 108" 80.0 80.0 - - • r - 1 1 P. 4' TO. '1%3 i OF THE WINDOW Yr!IDT FL #20359 • o S Ls • • • • • •• • • •.•• • . .... • • •• •• • • . • • • • • • • .• • 0631T1�°°° �D ?ONALL /III1111 ,e6mu TEL (305) 264-8100 (•.• . Ca• • . ... •U • •01 � co • • .3 0 ••�.••. • e O . • •z • ; • .• U K) • S .• .s.• OJ • J • •.•.• • L : IX I W +O 0 [n •v•Ii 2• ioQcW•• � 01.ZJ o • n Z 0 o Uo� M ro I �% .- L W J V) C O '5 L C 0 0 0 T N r-� 0 -0 O C co E2 drawing no. W16-26 sheet 5 of 10 PalPri• 1/17/7f1151 1BY WOOD BUCK • TYPICAL ANCHORS SEE ELEV. —FOR SPACING EDGEDIST. 4 A a NDOW HEIGHT 0 O J 6 0 H E'i 1 II W2 II I II .1 VENT HEIGHT TYPICAL ANCHORS SEE ELEV. FOR SPACING td- 2 0) TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W 1 = 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. w1--- S cn EDGE DIST. °.�1BY • •° WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING rr F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE 'BUILDING STRUCTURE. • • rr •• • i • • •`ivy 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=11 K511.. INTO 26Y WOOD BUCKS OR WOOD STRUCTURES URES •.,• • • • 1'-1 /2" MIN. PENETRATION INTO WOOD (HAD/SILL) ••. •• TIED 1BY BUCKS INTO CONC. OR BLOCKS •ems •., 1-1 /4"` MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS);; 1-1 /4" MIN. EMBED INTO BLOC}' (JAMBS) . •T • . DIRECTLY INTO CONCRETE OR BLOCKS • • • 1-1 /2" MIN. EMBED. INTO CONCRETE (HEAD/SILL/JAMBS)- 1-1 /4" MIN.,- EMBED INTO BLOCKS. (JAMBS) #14' MS OR'.SELF-DRILLING SCREWS; (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS OR' _ INTO METAL STRUCTURES '(HEAD%StLL/JAMBS) (3) THREADS MIN TO EXTEND BEYOND, METAL THICKNESS ALUMINUM: 1 /8:' THK. MIN` (6063. T5 `MIN::); STEEL: 1 /8" T:HK. MIN: (Ey- =36; KSI (STEEL iN CONTACT WITHiALUMINUM TO BE PLATED' OR PAINTED)' fGRITICAI? EDGE DISTANCE— a INTO' CONCRETE AND ,BBOS INTO WQ[301'.ST.RUCTUR€ INTO,'METAL STRUCTURt = 3/4'yM. , 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 f'm = 2000 PSI MIN. FL #20359 \e111%UIII,/ No. 70592 dill • ,--.• 7. ( • • • • -IV •d • ••3 •� • • ••d•••• 0 p • • • :, . 0M la• ... 4 • • J • •• •p••• CC • An IX cad • •iv.�F- 4 0 (I) ' `r • ■ 4• o ,1 . •j • °o _1 0 gZ6( p U' O J M r) I r' CNI- W J M gao>"IL' CO • • N'• ••1•••• c 0 N .> O a.. 0 N 0 -o O m 0 0 U drawing no. W16-26 • sheet 6 of 10) VENT WIDTH 1 /4" MAX. WOOD BUCK 1 /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM METAL STRUCTURE W 0 19 D.L.O. 24 OPTIONAL TO SPRING LATCH 19 r VENT WIDTH EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE D.L.O. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING • °I' 1/4" D.L. OPG. 24 OPTIONAL TO SPRING LATCH 1 BY WOOD BUCKS f9 D.L.O. 1 /4" MAX. SHIMS 1 O.L. OPG. WINDOW WIDTH 1 BY WOOD BUCKS TYPICAL ANCHORS — SEE ELEV. FOR SPACING ,XOX LAYOUT • a moo; ST • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • TYPICAL ANCHORS SEE ELEV. FOR SPACING 0P;.•°°�� (•... ) • '. ••2 • v• N - • • Q • O. • J• 0 • . �]I • . Q' O . `0 . — J 0 0 r7 col • a••• at! • • CON • • III* ••• 0 • N • • •d..•• • • ® 1n •Z •Q. r) • ▪ (c) • • • •Q •� • • J co (/)/) LLi_v - g} � n W o 0 J v 0 0 .> O 0. L. 0 m 0 0 C col dr. by: TARIQ drawing no. W16-26 FL #20359 sheet 7 of 10) 0 ALT. ALT. EDGE DIST. Csi D � t. D 1 r . v•o v. £ EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING En x 0) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 ST. METAL STRUCTURE 0, TYPICAL ANCHORS SEE ELEV. FOR SPACING F.B.C. APPROVED MULLION & MULLION ANCHO SEE SEPARATE APPROVA. EDGE DIST TYPICAL ANCHORS ELEV. FOR ' = ING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING e— INST+ ' ATION DETAILS WITH FLUSH FRAME ADAPTER ALT. FL #20359 • • • • • •• • • .•.• • • • • • • • • •• •• • • • • • • • • • • •• • wows,l,/,, No. 70592 F ,��lllllll��� .00 0 N 0 CO COMP -ANL\W16-26MG ( • • • • r�• • • . y to • N • II (1) •P. • • at, .•• •� o • • • .PL .4. 0 Y • J • •• •_j : W.•• • cn • • ‘`.42 • : 1---La — •�• Q co ••• el• °0 J 0 a gz0 �o C90JUl M F) 12i, J 0 La rn C 0 C O 0. O 0) a> -0 0 O oo O 0 ce drawing no. W16-26 sheet 8 of 10 0 2.848 FRAME HEAD 1.189 1 1.496 O VENT TOP/BOTTOM RAIL 2.910 3.949 3.074 .078 .062 TYP. 2.848 FRAME SILL 2.538 0 JAMB STILE 0 VENT INTERLOCK ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 MG203 1 FRAME HEAD 6063-T6 - 2 MG301 1 FRAME SILL 6063-T6 - 3 MG302 1 SILL TRACK INSERT 6063-T6 - 4 MG303 AS REQD. FRAME JAMB 6063-T6 - 5 MG212 AS REQD. FLUSH FRAME ADAPTER 6063-T6 - 6 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 MG205 1/ VENT VENT INTERLOCK 6063-T6 - 8 MG304 1/ VENT JAMB STILE 6063-T6 - 9 MG207 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 10 MG208 AS REQD. GLAZING BEAD (5/16" GLASS) 6063-T6 - 10A MG209 AS REQD. GLAZING BEAD (7/16" GLASS) 6063-T6 - 10B MG210 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 13 MG305 AS RTEQD. ADD -ON SILL RISER 6063-T6 - 14 MG321 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 MG322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 #10 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 #10 X 3-1/2" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS 19 W222322 AS REQD. FIN SEAL W'STRIPPING - ULTRAFAB •. • • 22 E202 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB • 24A #8 X 5/8" 2/ LATCH LATCH INST. SCREW ST. STEEL FH SMS •••••• 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LAW, 25A - 1/ LATCH LATCH SPRING ST. STEEL - • • • • • • 26 - 2/ WDW. HI -FLOW WEEPER - PREFERRED ENGINEERING +PRODl1CTS • . • 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 - AS REQD. SILL INSERT, 2" LONG 6063-T6 AT MTG. STILE LOCATION • ••. • • • 29 - AS REQD. SETTING BLOCK AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A .250 0 SILL TRACK 0 2.848 1.961 .062 FRAME JAMB .062 I� .500 13 ADD -ON SILL RISER 0 FIXED MTG. RAIL 0 SPRING LOADED LATCH 2.786 d 1 I 500 n .672 .osz O FLUSH FRAME ADAPTER r -.125 1.000 28 SILL INSERT _1.583 r- 65 .781 .050 .865 I, I^-1.096 --=-1.096 GLAZING BEADS .458 iI-.134 .781 .865 1- 1.096 J FL #20359 0\\\,11111 1c1°°�oGIONAL FAX. (305) 262-6978 00 in co • 41 CD • 0 CL J • O J O O M I ( • •U • • •I.. V) 0 •1, � .4.• 2 •o• .rs• •J • • + • w (p••• O (/) rTr-7! .., re/ IC* 4 °0 01 _ N�` v gz ) a o 0 z. co • Ite • a0 • N OD c 0 a) L 0 0. L 0 -o a 0) 0 0 C 0 VENT TOP/BOTTOM CORNER 1 FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER FL #20359 • • • • • •• •••• . • ••.• •• •• . . • • . • • • . . •• • `e11111 H I:111/ \‘ AHocEtvse No. 70592 Z FZ Co N (0I 3 J Q I a_ 0 U (.••• co O .5 a) L 0 • a 0 N N U .fl N 0 'D 03 O dr. by: TARIQ drawing l W 16-26 no. sheet 10 of 10 SERIES MG500 ALUMINUM OUTSWING ENT NCE DOOR SINGLE DOORS WITH OR WITHOUT TRANSOMS. SEE SHEETS 3 & 4 FOR DESIGN LOAD CAPACITY OF DOUBLE DOORS WITH OR WITHOUT TRANSOMS. SEE SHEET 5 FOR DESIGN LOAD CAPACITY OF SINGLE AND DOUBLE DOORS WITHOUT TRANSOMS WITH ADDITIONAL OPTIONS. SEE SHEET 6 FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITHOUT TRANSOMS WITH HIGHER LOAD CAPACITY. DOORS CAN ALSO BE USED WITH MR GLASS SERIES MG5000 OR SERIES 9500 STOREFRONT SYSTEMS UNDER SEPARATE APPROVAL. DOOR MULLION ATTACHMENT, END LOAD AND CAPACITY TO BE REVIEWED BY BUILDING OFFICIAL. DOUBLE DOORS WITH STANDARD, SADDLE AND HIGH THRESHOLD AND SINGLE DOORS WITH STANDARD AND SADDLE THRESHOLD ARE NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SINGLE DOORS USING ES-9026 (HIGH THRESHOLD OPTION) ARE APPROVED FOR WATER INFILTRATION RESISTANCE. SEE SHEETS 8 & 18 FOR DETAILS. THIS PRODUCT HAS BEEN; DESIGNED AND. TESTED TO COMPLY V H TH REQUIREMENTS 0F' THE 20:1:7 (6TH, EDIT0) .FLqRIDA BUILDING. CODE ,INCLUDING NIGH VELOCITY, HURRICANE) Z(NV Z): 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. • • • • • •• • • • • • • • • • • •• •• • • • • • • • • • •• • GLASS D.L.O. DIMS. D.L.O. HEIGHT (DOOR) = FRAME HEIGHT — 15.250" (STD. THRESHOLD) D.L.O. HEIGHT (DOOR) = FRAME HEIGHT — 15.625" (SADDLE THRESHOLD) D.L.O. HEIGHT (DOOR) = FRAME HEIGHT — 15.750" (HIGH THRESHOLD) D.L.O. WIDTH (DOOR) = FRAME WIDTH — 14.0625" D.L.O. HEIGHT (TRANSOM) = FRAME HEIGHT — 5.125 D.L.O. WIDTH (TRANSOM) = FRAME WIDTH — 7" LEAF HEIGHT = FRAME HEIGHT LEAF HEIGHT = FRAME HEIGHT LEAF HEIGHT = FRAME HEIGHT LEAF WIDTH = FRAME WIDTH — — 2.938" (STD. THRESHOLD) — 2.563" (SADDLE THRESHOLD) — 2.438" (HIGH THRESHOLD) 5.188" TH SE' DOORS. ARE f ATED' F'OR :LARGE, & SMAL`L :MISSILE IMPACTS FL #27001 ;A— CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED 1 ON THIS DOCUMENT. B— THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. oGIBPtiSf • ! C— SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED JI- ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) I FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER Ir`�r USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED !! \•� ST ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE! °, SPECIFIC DRAWINGS FOR REVIEW. 's \�i ��5�°°.�kORiO�.•' 0— THIS P.E.G. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF69r0N p� �� i THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT 1�/Iltflls� 8 co N O fvl J U •• 0 -• C' Lig • U •Q • •• wigs • 01 00 • CO• o. • 131 of M . 0/It • c, I • cri • CIAoe V) • c I (1) '5 ( ZLJ O 1-,-1CV W N : CO �—1 l • • • • drawing no.+l l 18-47F j sheet 1 of 18 • • ZkUsIGLE SE CHA WITH OR. YRAI OMS AS FOLLOWS ?R• THE CORRESPONDING DOOR SIZE GtASS`IYT'L, Ci7CK AQ1J !NU VPIIUN OBTAIN LOAD CAPACITIES FROM TABLE #D1. 2- SELECT THRESHOLD TYPE TO BE USED. WATER RATED HIGH THRESHOLD ITEM #E28 (ES-9026) +120.0 PSF NON WATER RATED (STANDARD & SADDLE THRESHOLD) 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE #J1. 4- TRANSOMS FOR SINGLE DOORS ARE LIMITED TO *90.0 PSF SEE ELEVATION AT RIGHT FOR TRANSOM END ANCHORS. THE LOWEST VALUES FROM STEPS 1, 2, 3 AND 4 WILL GOVERN. TABLE #D1 FORS LOAD, CAPACITY PSF .- ,R � T T1 N SINGLE 1O=1 THOU,SOliM (X): OR WITH' T ANSO.M (,p/X). .. ., DOOR DIMS. GLASS LOCKS HINGE '.-._T pryP A E H'/'C I►� OPTION #2 OPTION #3 u1rtIO v, 2 ..- _ FRAME 1 FRAME WIDTH I HEIGHT EXT. (+) j EXT. (+) INT. (-) g INT. (-) EXT. (+) INT. (-) EXT- (+) INT. (-) EXT. (+) INT. (-) _ EXT. (+) INT. (-) EXT. (+) INT. (-) 47 , ._ .,-1- 2 .. - _ 120.0 ,. D.OT'" 90.0 120.0 120.0 47" j 110-1 /2" 80.0 1 120.0 80.0 90.0 120.0 80.0 120.0 SINGLE DOORS WITH SADDLE THRESHOLD LIMITED TO +90.0, -90.0 PSF SEE SHEET 7 FOR GLASS TYPES DESCRIPTION SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTION ^47 DOOR FRAME WIDTH 4. 1 /2" MAX: • F#fAD/ r CORNERS I - e 1 1 TABLE #J1 : P ' sS VAMIWANCHOR :LOAD' CAPACITY a PSF61 T- APPLICABAT'Lti LE A Q%l' END SEE ie10 is N.GLE DOORS WIT IOUT2RAN OM .(K) OR, iYiTH=TR3ANS0k (O/X). 4.„.ti; - _ DOOR DIMS. 3 3/8" SHIM SPACE 1/2" SHIM SPACE j „ ,... 2, .. ^SIIf52 "SR, CCL; ,r_.. -., . SPACING AT 8" 0.C.' AT 16" 0.C. AT 8" 0.C. AT 16" 0.C. AT 8" 0.C. :5e'ACING- - 10 -9-..91 ANCIIOR 'D' ANCHOR 'A' ANCHOR 'C' ANCHOR `D' ANCHOR 'A' ANCHOR 'C' ANCHOR 'A' ANCHOR `C' ANCHOR. 'A' ANCHOR 'C' ANCHOR 'A' ANCHOR 'C' A 0 k `A . • NCHOR 'C' FRAME I FRAME WIDTH 1 HEIGHT ERTX9-13 IkT(_') EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) TEXT.(+) INT.(-) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-)' < EXT.(+) INT.(-) EXT.(+) ;EXT.(+) INT.(-) I INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) Oor:42_1.0 hi /2y f12.5` 120.0 120.0 ( 120.0 120.0 1 120.0 120.0 120.0 120.0 W 90.5 117.4 120.0 120.0 120.0 120.0 70.2 I 92.7 59.7 1 78.9 120.0 120.0 120 00- 120.0 ° 47" I 1 10-1 /2" 95.7 111.0 . 120.0 77.0 100.0 SEE SHEET 10 FOR ANCHOR DESCRIPTION s r\A') 4 t - ACTIVE / n 0 32`15716" D:L. OPG. 4_i 13/16" LEAF' WtOTH_ e ; TYPICAL- ELEVATION. ANCHOR TYPES A`, C R '0' C SEE SH ET 10 FOR N, f DESCRIPTION 1 (6)' CHORS AT TRANSOM ENDS - ++ ujt• CV tcC.ct - O Q= w Q 0 Et N L, z a 0 J O SURFACE APPLIED FALSE MUNTINS MAY BE USED 1 }I%R-tR'PES 'AlINTO CONC. AT STD. AND HIGH THRESHOLD. TYPE 'Cl' AT SADDLE THRESHOLD°- SEE SHEET 10 FOR DESCRIPTION NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC- 2 1 9 47" DOOR/TRANSOM FRAME WIDTH 40" D.L. OPG. 32 15/16" D.L. OPG 41 13/16" LEAF WIDTH TYPICAL ELEVATION (O/X) FL #27001 4 1/2" MAX. t HEAD/SILL CORNERS • • • • • •• • • .0 • •g • 1.0 ao•I<Q +lit • N Leila o o 0 0 0 N Q m m O ..4 a 1. _, , _, rdrawing no. j 18-47F (sheet 2 of 18) • • • • • • • ••• • ••• • •• ••• ••• •• • ••• • ••• • ANCHOR TYPES A', 'C' OR 'D' SEE SHEET 10 FOR DESCRIPTION DOOR 4 1/2" MAX. HEAD/SILL ORNERS LEAF HEIGHT SURFACE APPLIED FALSE MUNTINS MAY BE USED ANCHORS AT SILL INTO CONC. CLUSTER OF 6 TYPE 'AlAT STD. & HIGH THRESHOLD TYPE 'Cl' AT SADDLE THRESHOLD SEE SHEET 10 FOR DESCRIPTION A' 89" DOOR FRAME WIDTH CLUSTER OF 6 ANCHORS AT HEAD 3" 6" SEE TABLE #H2 TYP. FOR CAPACITY 1 I 1 i; 32 15/ 16'1' ,/ D.L. -OPG% 41 13/16" LEAF IDTH /16" L. OPG. 41 13/16" LEAF WIDTH CA ELEVATION (XX) 3" (6) ANCHORS AT TRANSOM ENDS 4 1/2" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS MAY BE USED ANCHORS AT SILL INTO CONC. CLUSTER OF 6 TYPE 'Al' AT STD. & HIGH THRESHOLD :` TYPICAL. EVATION TYPE 'C1' AT SADDLE THRESHOLD SEE SHHET 10 FOR DESCRIPTION (0/ 89" DOOR/TRANSOM FRAME WIDTH 82" INACTIVE 32 15/16" D.L. OPG/ 41 16" LEAF D.L. OPG. ACTIVE 3" TMP52 15/16" D.L. OPG. 41 13/16" LEAF WIDTH SEE CHARTS ON SHEET 4 FOR DOUBLE DOOR AND TRANSOM LOAD CAPACITY • • • • •• • • • • • 1- • • w� � a " O• • • w • • cc O 0i • aw • • I- • • • w w j`-0-0tTIt1{ ri,, ��t - a�i/ice`` f s . • `,10ENSi:` ® %> ✓F r^ c�.7D532 `.., \$':-..t.. FL #27001 �'n�A `�` _ /_, 1I I91t , L- ^• 2 1n•11 0• '4 C7• • .0 t[) VP • • • • O 'tta • p `I•• S . V it a i z• 3•row• •� o V) aD (n • o (n LC) ° p w N ▪ M CO > - 0 00. m 0i lj c0 to J Li >- W J Q o o drawing no. 18=47F sheet 3 of 18_. • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • USE CHARTS AS FOLLOWS FOR THE CORRESPONDING DOOR SIZE 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE #D2. 2- SELECT THRESHOLD TYPE TO BE USED. NON WATER RATED FOR DOUBLE DOORS (STANDARD, SADDLE OR HIGH THRESHOLD) 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE #J2. SEE ELEVATION ON SHEET 3 FOR TRANSOM END ANCHORS. (MIN. 6 ANCHORS REQD. IN ALL CASES) 4- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE #H2. THE LOWEST VALUES FROM STEPS 1, 2, 3 AND 4 WILL GOVERN. #D2 DOORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (0/XX) DOOR DIMS. GLASS GLASS LOCKS LOCKS HING:STABLE HINGES TYPE 'A' TYPE 'B'/'C' OPTION #1 OPTION #2 OPTION #3 OPTION #1 OPTION #2 FRAME I FRAME WIDTH i HEIGHT EXT. (+) I EXT. (+) INT. (-) I INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 89" 1- 98-1/2" 80.0 1 90.0 80.0 80.0 90.0 90.0 - 80.0 80.0 90.0 89" 1110-1/2" 80.0 80.0 80.0 80.0 90.0- IO SEE SHEET 7 FOR GLASS TYPES DESCRIPTION SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTION TABLE #J2 JAMB ANCHORS LOAD CAPACITY - PSF (NOT •: `•LICABLE AT TRANSOM ENDS SEE NOTE 3) DOUBLE DOORS WITHOUT TRANSOM (XX) OR WITH TR':IM (0/XX) DOORDIMS. 1/4" SHIM SPACE 3/8" SH=:"SPACE 1/2" SHIM SPACE SPACING AT 16" O.C. SPACING AT 8" 0.C. AT 16" !_ . AT 8' 0.C. AT 16" 0.C. AT 8" 0.C. ANCHOR 'A' ANCHOR 'C' ANCHOR 'D' ANCHOR 'A' ANCHOR 'C' ANCHOR `D' ANCHO CHOR `C' ANCHOR 'A' ANCHOR 'C' ANCHOR 'A' ANCHOR 'C' ANCHORIANCHOR 'A' f 'C' FRAME WIDTH FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+ IN .(+) INT.(-)_ EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) IEXT.(+) INT.(-) f INT.(-) EXT.(+) EXT.(+) INT.(-)I INT.(-). 75" 1110-1 /2" 110-1/2", 90.0 90.0 90.0 88.7 90.0 90.0 90.0 90.0 90.0 •:.• 90.0 90.0 90.0 81.3 90.0 1 90.0 88.7 1 90.0 90.0 90.0 74.9 I 90.0 63.1 83.3 90.0 I 90.0 89" 90.0 I 90.0 SEE SHEET 10 FOR ANCHOR D IPTION TABLE #H2 HE ANCHORS LOAD CAPACITY - PSF DOUBLE DOO ITHOUT TRANSOM (XX) OR WITH TRANSOM (0/XX; DOOR DIMS. 4' SHIM SPACE 3/8" SHIM SPACEI/2"SHI�M SPACE CHOR TYPE 'A' ANCHOR 1 ANCHOR TYPE 'C' I TYPE 'D' ANCHORIANCHOR TYPE 'A' TYPE 'C' ANCHORS ANCHOR TYPE 'Al TYPE 'C' FRAME I E WIDTH EIGHT EXT. (+)' INT. (-) EXT. (+) I EXT. (+) INT. (-) I INT. (-), EXT. (+) I EXT. (+) INT. (-) 1 INT. (-) EXT. (+) I EXT. (+) INT. (-) I INT. (-) 75" 90.0 .90.0 t 90.0 90.0 i 90.0 90.0 k 90.0 73.0 ! 90.0 89" 90.0 - 79.2 1 90.0 61.5 1 81.2 75" 89" j 90.0 90.0 90,0 90.0 83.8 I 90.0 65.1 54.8 85.9 1 72.3 90.0 # 90.0 70.6 I 90.0 SEE SHEET 10 FOR ANCHOR DESCRIPTION NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • • • • •• • • •••• • • ••.• • • •• .• • . . • • • • • • • 400 • 'j0III Nyitil A` ° ,i;EN&. • • f.� t-- It- . •• I. ST OF �& wsb FL #27001 .=,,,�o•>/4fth`" • v Z• M•• • o (I). O 3•• = 0 E• *3 • grAIJ ct1-CID o 0(/)r CO =o �• � • >- 1 p J w• N CD W NMco 0 r,I. • R. • I- t vCcCI- f f , t i -F 1 ;she18et 447of 18 • 75 1/2" SINGLE OR DOUBLE DOORS WITHOUT TRANSOMS USE CHARTS AS FOLLOWS FOR THE CORRESPONDING DOOR SIZE 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE #D3. 2- THESE DOORS APPROVED WITH STD. THRESHOLD ONLY. 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE #J3. 4- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE #H3. THE LOWEST VALUES FROM STEPS 1, 3 AND 4 WILL GOVERN. TABLE #D3 DOORS LOAD CAPACITY - PSF SINGLE(X) OR DOUBLE(XX) DOORS WITHOUT TRANSOM SINGLE DOOR(X) DIMS. DOUBLE DOOR(XX) DIMS. GLASS LOCKS HINGES TYPE 'A.1' OPTION #3 OPTION #2.1 FRAME WIDTH FRAME HEIGHT FRAME WIDTH FRAME HEIGHT EXT. (+) INT. (-) 40-1/4" 99" 75-1/2" 99" 105.3 SEE SHEET 7 FOR GLASS TYPES DESCRIPTION SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTION 4 1/2" MAX. HEAD/SILL CORNERS DOOR FRAME WIDTH 16" MAX. HEAD 1 io w 0 0 ACTIVE SURFACE APPLIED FALSE MUNTINS --'' MAY BE USED 26 3/16" D.L. OPG. 35 1/16" LEAF WIDTH TYPICAL ELEVATION (X) TABLE #J3 JAMB ANCHORS LOAD CAPACITY - F SINGLE(X) DOUBLE(XX) DOORS WITH • . TRANSOM SINGLE DOOR(X) DIMS. DOUBLE DOOR(XX) DIMS. 1/4" SHIM SPACE 3/8" HIM SPACE 1/2" SHIM SPACE SPACING AT 16" O.C. AT,=•`." AT 8" O.C. AT 16" 1 AT 8" O.C. ANCHOR 'A', 'C' & 'D' AN ,. ��RiANCHOR A' i 'C' ANCHOR 'A' & 'C' ANCHORIANCHORI ANCHOR 'A' 'C' ( 'A' Sc `C' FRAME FRAME WIDTH I HEIGHT FRAME FRAME WIDTH I HEIGHT EXT.(+) INT.(-) EXT.(+) EXT.(+) INT.(-) 1 INT.(-) EXT.(+) INT.(-) EXT.(+) IEXT.(+) I EXT.(+) INT.(-) 1 INT.(-) I INT.(-) 40-1 /4".I 99" 75-1 /2 99" 1 18.E 89.9 I 116.7 118.4 69.8 I 92.1 I 118.4 SEE SHE 0 FOR ANCHOR DESCRIPTION TABLE #H3 HEAD ANCHORS LOAD CAPACITY - PSF DOUBLE DOOR WITHOUT TRANSOM(XX) DOOR DIMS. 1/4' SHIM SPACE 3/8" SHIM SPACE1/2" SHIM SPACE ANCHOR 'A', 'C' & 'D' ANCHOR TYPE 'A' ANCHOR TYPE 'C' ANCHOR TYPE 'A' ANCHOR TYPE 'C' FRAME i FRAME WIDTH I HEIGHT EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 75-1/2"; gg" 1 18.4 108.4 118.4 84.1 112.0 SEE SHEET 10 FOR ANCHOR DESCRIPTION 4 1/2" MAX. ANCHOR TYPES 'A', 'C' OR 'D' SEE SHEET 10 FOR DESCRIPTION M 0 w� w° O HEAD/SILL CORNERS DOOR FRAME WIDTH CLUSTER OF 6 ANCHORS AT HEAD SEE TABLE #H3 FOR CAPACITY l A) TYP. 1 •' MAX. t0 i0 SURFACE APPLIED FALSE MUNTINS - MAY BE USED INACTIVE 1 ACTIVE TYP. 26 3/16" j 26 3/16" D.L. OPG. . D.L. OPG. 35 1/16" I 35 1/16" LEAF WIDTH LEAF WIDTH ANC .'S AT SILL INTO CONC. ` TYPICAL ELEVATION CLUSTER OF 6 TYPE 'AlTD. THRESHOLD SEE SHEET 10 •' DESCRIPTION (X X) NO GLAS ` APACITIES ON THIS SHEET ARE BASED 0STM E1300-09 (3 SEC. GUSTS) AND FLORID ° :UILDING COMMISSION DECLARATORY >TEMENT DCA05—DEC-219 • • I • ro! •• • <<0 o ...I••• • • 4 • • • • •I• • • • I • • • • • • • m� Q Z 0 0 • • �SttlilEliA1 /0�� ocENae• 4� .-o.70692 FL #27001 %!t{II►srt� yr, . • • 1• •Lca• *} • Of •1• • CO 3•• • a V *wt1 3R • • Lil W o p (n M • J o VA L- Lo CD /w w Ic N WLa M CO M ••• . • a 01 U ,N! � � I 0 0 `.E°1 1.1 0 0 i H o I-0 I� : I - 11 drawing no. 18-47F j sheet 5 of��—$1 • • • • • SINGLE DOOR WITHOUT TRANSOMS USE CHARTS AS FOLLOWS FOR THE CORRESPONDING DOOR SIZE 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLES #D4. 2- THESE DOORS APPROVED WITH STD. THRESHOLD ONLY. 3- FOR JAMB ANCHORS TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE #J4. THE LOWEST VALUES FROM STEPS 1 AND 3 WILL GOVERN. TABLE #D4 DOORS LOAD CAPACITY - PSF SINGLE(X) DOORS WITHOUT TRANSOM SINGLE DOOR(X) DIMS. GLASS LOCKS HINGES TYPE 'B.1' OPTION #3 OPTION #2 FRAME WIDTH ME HEIGHT EXT.(+) INT.(-) EXT.(+) ± INT.(-) EXT.(+) INT.(-) 40" I 96" 120.0 150.0 120.0 150.0 120.0 150.0 SEE SHEET 7 FOR GLASS TYPES DESCRIPTION SEE SHEET 16 FOR LOCKS AND HINGES DESCRIPTION TABLE #J4 JAMB ANCHORS LOAD CAPA - PSF SINGLE(X) DOORS WITH TRANSOM SINGLE DOOR(X) DIMS. 1/4" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE AT 16" 0.C. ISPACING AT 8". AT 16" AT 8" O.C. AT 16" 1 AT 8" O.C. ANCHORIANCHOR 'A' ; 'C' ANCHOR; ANCHO 'D' I 'A', 'C' 'D' ANCHOR ANCHOR 'A' 'C' ANCHOR 'A' Sc 'C' ANCHORIANCHOWANCHOR 'A' I 'C' I 'A' ANCHOR 'C' FRAME FRAME WIDTH HEIGHT EXT.(+) IEXT.(+) INT.(-) I INT.(-) EXT.(+) .(+) INT.(-) INT.(-) EXT.(+) IEXT.(+) INT.(-) I INT.(-) EXT.(+) INT.(-) EXT.(+) EXT.(+) IEXT.(+) INT.(-) INT.(-) = INT.(-) EXT.(+) INT.(-) 40" j 96" 112.5 1 130.5 150.0 150.0 90.5 117.5 150.0 70.2 I 92.7 . s 140.4 150.0 SEE SHEET 10 FOR HOR DESCRIPTION ANCHOR TYPES 'A', 'C' OR 'D' SEE SHEET 10 FOR DESCRIPTION 4 1/2" MAX. HEAD/SILL CORNERS -o� LEAF SURFACE APPLIED FALSE MUNTINS — MAY BE USED 40" DOOR FRAME WIDTH 16" MAX. HEAD TYPICAL ELEVATION (X) • • •• • • •• . • • • • • • • • • • • • • •• •• • • • • . • • • • • •• • DOORS WITH SERIES-95I,.. FRAMES ONLY. i NO GLAS PACITIES ON THIS SHEET ARE BASED 0 •STM E1300-09 (3 SEC. GUSTS) AND FLORID :UILDING COMMISSION DECLARATORY EMENT DCA05—DEC-219 -KS` 7 j °11-°" lOE+NSko- :: II ' —i i;� ®• S' = t�iOF �� I FL #27001 � 0C' ` ` .\ r- Z m O � � M W • a • oeo a j cc 0 o o aoa o • g N Q W j Ii IJ Z sf• •••• tco he c4 co u. TEL. (305) 264-8100 a a 0 0 • gt• • to O 3•• g z. • I o uI o ij 1 N(4 ix !i a 5. ili m �� O V NfI t I �[ j 'p �U i f drawing no. 18-47F t col 01 r� • • co N oo I O (sheet 6 of 18 j .•.• • • • • • • • • • • • • • • • • •• ••' • • • •. • • • • • • • -:- 1/4" HEAT STREN.'D GLASS .090" Interlayer Trosl PVB i By 'Kuraray America, Inc.' '1/4" HEAT STREN'D GLASS SIUCONE =-D(WSIL 983 DOWSIL 795 \ GLASS TYPE 'A' 9/16" OVERALL LAM. GLASS 5/8" MIN. TYP -1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS SILICONE DOWSIL 983 GLASS TYPE 'A.1' 9/16" OVERALL LAM. GLASS GLAZING OPTIONS w 1/4" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS SILICONE r-DOWSIL 983 DOWSIL 795 GLASS TYPE 'B' 9/16" OVERALL LAM. GLASS ---1/4" HEAT STREN'D GLASS .090" Interlayer SentryGlos 1 By 'Kuraray Americo, Inc.' g-1/4" HEAT STREN'D GLASS SILICONE DOWSIL 983 GLASS TYPE 'B.1' 9/16" OVERALL LAM. GLASS —1/4" TEMP. GLASS — 3/8" AIR SPACE i o_ 0 w Id 3/16" HEAT STREN'D GLASS .090" Interlayer .- Trosifol PVB By 'Kuraray America, Inc.' 3/16" HEAT STREN'D GLASS SILICONE r DOWSIL 983 DOWSIL 795 / SPACER / (SEE SPEC BELOW) •j. GLASS TYPE `C' 1-1/8" OVERALL INSUL. LAM. GLASS 3/_8" AIR SPACE CONSISTING OF: SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOWSIL 791 GE 2000 • • • • • •• • • • • • • • • • • • • • • •• •• • • • • • • • • • • •• • !,`1ti111lIi7; ND _ ^v�I�'aSte • f• � Ufa, o. 70592 ST . = OF FL #27001 �►,Il►►.��`-f -r 0 2 . • • oho • r` r. • • p • • • 1 • • • li • co (D rim `t- r7 CO I j 0 CD MZ> Ln 0 J v w Q: N W J 10 I"n! N N Oi ro GO O M I a ! U I 'drawing no. 1 18-47F sheet 7 of Tel SEE ELEVATIONS FOR SPACING • El 'MI9 E9H) rMS 1BY OR 2BY .WOOD BUCK 'SEE NOTE SHEET 1 J • SEDGE t CONCRETE ' a 300® PSI MIN. j} co h \ • .ES=9014• • b J Z3ti • MIN. 3 ..' it TYPICAL AF CHOFRRS Et3CE"-01ST ? '-= :^- ; 7',SEE= ELFVkT10N5 ti S- Ac's A D T FSHOLD` HOT APRFOVED ORW.ATER NFILT sTi0N.-REST STANCE . f a L 7 1- __ •M1F _",M1. (M4 E4 kA24! M6 eLM6) ,r r ZA24;. s t+i8 _raj r" C r , 1 -r4 '''_Y —'lvi7 r 446. 233= _ 1 i M19 I L PIVOT HINGES OPTIONAL TO BUTT HINGES PIVOT HINGES OPTIONAL TO -1 BUTT HINGES CBS ES-90151 b. EDGE 'DISi'. - � � I b CONCRETE 7 v .ZZ , . v. 3000 PSI Miff.' FOR SADDLE THRESHOLD USE ANCHOR TYPES EDGE DIST Y' "- 'C1ONLY TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING • CONCRETE" • • .3000 PSI'. MIN, 'E201 E5YE5A SEE ELEVATIONS SADDLE THRESHOLD FOR SPACING NOT APPROVED FOR WATER INFILTRATION RESISTANCE LIMIT MAX. LOADS TO ±90 PSF 1E9H' DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES-MG5000 FRAMES. X j 4 CONCRETE `• -e 30f0 PSI MIfS'. EDGE DIST. ,,,E2B) b C'• TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EIGIT TIIRESTiOLD OPTION APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE NOT APPROVED FOR WATER RESISTANCE WHEN USED WITH DOUBLE DOORS DOORS • • • • • •• • • • • • • • • • • • • • • ••• •• • • • • • • • • • • •• • HIGH STRENGTH GROUT POURED Sc HARDENED f'c = 5000 PSI MIN. NOT BY MR GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE FL #27001 ,ti 3itll1i,� f: /9. 70592 r co 1z a 0 0 • • • • • • • • l•o : Gf::.•• ;0•:. to h • v • 0 • l•�, ,• M••• • • • L••• • V• •C/? C o O cD m ▪ J r cz, ( Z JJ � o m =.I ( JM." O Lo j17.'NLi -j N M a drawing n o. .N 18-47F sheet '$ of 18 TYPICAL ANCHORS 2-3/4" LONG FOR THIS CONDITION ONLY -- SEE ELEVATIONS FOR SPACING M 19; iM (E10T 1 W00D STRUCTURE EDGE t 1Si� DOOR CLOSERS OPTIONAL 6,3 w gf aj 01 CONCR 3000 s• ALTER l32`, ED -.-:, • )1C'O'S SEE ELEVATIONS MIN. .11 FOR _ SPACING • . a$IST. �{: DOOR I D DIES-MG5000 FRAME OPTION T6 W/ RIPPED LE. DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES-MG5000 FRAMES. • • • • . •• • • •••• • • •••• • • •• •• • • • • • • • • • • •• • ``�1111111!%f/i . FL #27001!„111,�,, j1• JI z o= Ui 1 • �•CO • ~w• MI • • 470-8284 _.a O drawing 18-47F sheet 9 of 18� •••• • • • •••• • • • • • • • • • • •••• • � • • • • • • • • • E-� AT SILL --- 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. TYPAL:_ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'— 1/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI)' THRU 1BY OR 2BY WOOD BUCKS WO CONCRETE OR BLOCKS 1-1 /4" MIN E D INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. E D` INTO GROUT FILLED BLOCKS (JAMBS). DIRECTLY INTO CONCREE OR BLOCKS 2" MN. EMBED INTO CONCRETE (HEAD/JAMBS) 2" MIN. EMBED two GROUT FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES MO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. TYPE 'C— "5/16" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) 1:t) rx 0 r-- TYPE 'D'— THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND BLOCKS = 3-1/8" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. 1/4" TEKS OR SELF DRI)`LING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. -. I TYPE 'Al'— 1/4" X 1-3/4" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE (FOR STD. AND HIGH THRESHOLD) WITH 1-1/2" MIN. EMBED INTO CONCRETE ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. TYPE 'C1'-5/16" X 2" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) WITH 1-1/2" MIN. EMBED INTO CONCRETE ANCHOR EDGE DISTANCES INTO CONCRETE = 3-1/8" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. FRAME HEIGHT EDGE E DIST, METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1— w 0 F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL 11 f TYPICAL ANCHORS L— SEE ELEVATIONS FOR SPACING FL #27001 z 6� oN 0 • • to • • •• - • •••- • - • • • • • • •• •• • • • • • • • • • •• • • iONN• tL W J w U °I v Di ==°J1 m 1 N;I II fI N a 1; d II6 drawing no. COMP-ANL\18-47F-M a 18-47F [ `sheet 10 of 18� •••• • " • • • • • • • • • • •- • )•• • •• � • ••- • ••• • 1 /2" MAX. LOAD BEARING SHIMS SEE TABLES SHEETS 2 THRU 6 w.. 'cc z o•. ace ' o W /TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIMS SEE TABLES SHEETS 2 1I4.K6 1BY OR 2BY WOOD BUCK 5 w z a . 01 r o 0 o r'1 ! oxa. 0 O m. i 1E151 (E131,f •M9 E15(E3H) /t TYPICAL ANCHORS SEE ELEV. FOR SPACING lM23) I M7 1 E11B. r E13, �I H 11Bi1024 , M6= HINGE OPTIONS -SEE SHEET 16 FOR DESCRIPTION AND SHEETS 2 THRU 6 FOR CAPACITY I� 1 )E131 E6} 1,E J IM5 EXTERIOR D.L.O. LEAF WIDTH DOOR FRAME WIDTH D.L. 0, EXTERIOR LEAF WIDTH M5' r6 fM15), IE12 M20 I I'` i E9V) }`M 17' l" FRAME WIDTH (E) 1M171 E23t'Ei2t E14 t14] /M121 M6,A `{ 11 i , M12 • (E15 1/2" MAX. LOAD BEARING SHIMS SEE TABLES SHEETS 2 THRU 6 W©OD STRUCTURE TYPICAL ANCHORS SEE/ELEV. FO SPACING w 0 w 1 /4" MAX. LOAD BEARING SHIMS SEE TABLES SHEETS 2 THRU 6 EXT. DOOR FRAME WIDTH LOCK OPTIONS -SEE SHEET 16 FOR DESCRIPTION AND SHEETS 2 THRU 6 FOR CAPACITY 1 /2" MAX. LOAD BEARING SHIMS SEE TABLES SHEETS 2 THRU,, 6 ACTIVE M13) M177 E9V,' It -_ L_. iM- LEAF WIDTH EDGE DIST. 0 ALTERNATE TYPICAL ANCHORS - SEE ELEV. FOR SPACING METAL F t STRUCTURE • ,• 0 w 0 0 • I. •. •ut..• .• TYPICAL ANCHOR? • • • SEE ELEV • • • FOR SPACING • • • • • • •. •• • • DOOR JAMB SERIES—MG5000 FRAME OPTION • • • EXT. DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES—MG5000 FRAMES. FL #2700 - t i11ir7i'le� . 6CENs • . off;. is O9 F •IONAL • OD 0 O O oD oD N CO I vs- 0 _I w t- O U , L " drawing no. 18-47F trsheet 1 1 of 181 •••• • . . •••. • • ••• • •• .. • .•• •• • • • • • • • • • r w 2 z QI LEAF HEIGHT .T CONCRETE EDGE DIST. 3000 PSI MIN. i - TRANSOM HEIGHT a 0 J 0 E9H M5: a • ° - CONCR TE ° 3000 .PSI a. w H co TRANSOM SERIES-9500 FRAMES TYPICAL ANCHORS SEE ELEVATIONS 7— FOR SPACING ?MT3 T4 ,_ 4 M6) 1 C91 w z CONCRETE 3000 PSI MIN. EDGE DIST. I . a CONcRLIE• •. I o 3000 PSI i 1 1- 0 w 0 N z CC TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING N TRANSOM SERIES—MG5000 FRAMES OPTION 3 0 z E2 m= ON 0 J 1/2" MAX. LOAD BEARING SHIMS SEE TABLES: SHEETS 2 THRU fid 0. TYPICAL ANCHORS SEE ELEV. — FOR SPACING 0l W d CC dZ A Z • ap. " . oCC4Ca U O 1 /2" MAX. LOAD BEARING SHIMS SEE TABLES SHEETS 2 THRU. 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. E3HI, ;MT1 /MT3) MT2> EXTERIOR D.L. OPG. • • • ▪ • •• . DOOR/TRANSOM FRAME WIDTH • ALTERNATE TRANSOM SERIES-9500 FRAMES T T7 ) T9 4 a A. 4a} Li • • Ir dz U • o • Z ovi 0�4n UQ> DOORS SHOWN WITH SERIES-9500 FRAMES CAN ALSO BE USED WITH SERIES—MG5000 FRAMES. T• •••• • • •••• • • •• •• •••••• • • • • . • • • • • •• • EXTERIOR D.L. OPG. DOOR/TRANSOM FRAME WIDTH TRANSOM JAMB SERIES—MG5000 FRAMES OPTION i <<� A,1 S 4tCENs�c :.. 3�~ s OF FL #27001 PNAL co N• 4 co µN• • a ;; •• OD •'1 m! of W • Z• ? i• • c. • 0 SS Olt. ••fit: in **-1 00 o I • � Ji _ Z W 1cD O J w it 0 W w MCO1 o c drawing no. 18-47F rsheet j2of j� • • • • •• • • • • • • •••• • •• ••' • • • • • • • • • • • • • • 1 rua rn n� 0 EAF HEIGHT 16" LEAF WIDT MR GLASS MG5000 OR 9500 WINDOW WALL SYSTEM SEE SEPARATE APPROVAL FOR DOOR MULLION, MULLION ANCHORS AND TRIBUTARY LOAD REQUIREMENTS (TO BE REVIEWED BY AHJ) j . MR GLASS MG5000 OR 9500 WINDOW WALL SYSTEM SEE SEPARATE APPROVAL -FOR DOOR MULLION, ---- - -- MULLION ANCHORS AND , TRIBUTARY LOAD REQUIREMENTS \ L. (TO BE REVIEWED BY AHJ) t a 1 9- nfrII — .;;;/ — '--- II 1 41 13/16" MAX. LEAF WIDTH] -� N 1- r L �~ 8" MAX. 41 13/16" MAX. LEAF WIDTH 41 13/16" MAX. LEAF WIDTH / / / / NSOM EXT. D.L. OPG. F.B.C. APPROVED SERIES MG5000 W OW WALL SYSTEM BY 'MR GLASS' UNDER SEPARAT APPROVAL. V S FROM DOOR CAPACITY CHARTS OR ALL APPROVAL WILL APPLY TO ENTIRE SYSTEM. REINFORCING WILL VARY SEE CURRENT APPROVAL OF / SERIES MG5000—/ WINDOW WALL SYSTEM FOR DETAILS LEAF WIDTH EXT. TRANSOM • SERIES 9500 WINDOW WALL SYSTEM BY 'MR GL.493;* • • UNDER SEPARATE APPROVAL. •••• LOWER VALUES FROM DOOR CAPACITY CHARTS CIF; • . . • WINDOW WALL APPROVAL WILL APPLY TO ENTIRE. MNM. REINFORCING WILL VARY SEE CURRENT APPROVAL OF SERIES 9500---, WINDOW WALL SYSTEM FOR DETAILS LEAF WIDTH 41,5 ST OF • Ch • (41 0 ro col CL 0 • • • ct ce • ez co 10 0 drawing CO ao 04.0 LL • CO 10. 0 1112 • • • • • • • • • • o- 1.953 -a ALTERNATE OPTION (Series S-8000)ml I L oso TYP. 4.970 2.500 I I -.. -.354 -' 4.968 .070 ➢- v 4 coLJ Z 2.500 090 .190-� --I -4- 920 2.750 1.750 '��00 °• N to w • Q d Q a a a 2.500 .200 2.500 t 3.988 .200 A. o o; o CO I L_ ® DOOR STOP nP ruj N m d W .500 5.000 y{ _.. - 190! 1.953-� 1.063 IZ 0 I_ LL t 1 M � 2.485 .220 -� e T5 0 0 p co E1 DOOR HEADER Series 9000 .110 TRANSOM HEAD S-8000 Ce u Tt Series 9500 .050 .500 a g TRANSOM HEADER p o o �_ ® 0 •3b E 1 -2.232 �{ I JAMB FILLER F.289 �� E22 -" DOOR 1.000 STOP �- COVER � 3.984- 127 C. W 2 O N IL z y u: co - E .1 1.110 110, TYP, t E3 DOOR JAMB Series 9000 �2.032 200 v • _ O .. J z M Q w I .060i 1.118 4- 1.117 2.750 a I Q W 01 z 1- ---- T4 HEAD COVER 4'� 127 1.750 i!p:T • N. 3.937 H.437 4.874 3.383 ! .320 F• 1.681 J j 2.250 1 10 .._.. .312-a- 625 • --� 1.000 �-- -o. 1.000 .078-` •••••• • a o • O E,• �•I 4.968- • •••• �n• ®1.000 T10 GLAZING TRANSOM ADAPTER •"" T6 HORIZONTAL AT DOOR S-51900 as �. - I CORNER BLOCK ••-•-••• �•• 5 320 j 2.905 r1317 a 578__.._._- 1.750 ' .•.• • :06 �_�j ''- t 1',CO't0L' co �• co = E4 TOP RAIL -3.500 �" [ o-1.810-� • Ce I.- _ • • �i • ••M DI. a- ro oq 4.422 320I E6 HINGE/LOCK STILE .070 nP 1.250 a I ( . • .1i5 ' p 1 .070I T2 TRANSOM ADAPTER 3,736 .156- - 094 , 3.229 TYP. 5.000 3.750 nP SERIES-MG50Q•A lir MR. GLA$5, 1 8120 N.W.• j MEDLEY, FL TEL (305) 474 ..r. ._ .._ ......__..'4.374 L._ 2.000 .910 i I 1 1 .11O ! 3.436 ----- 110 ( } CLOSURE DOOR STOP 1 . L 960 1.000� a -- 7.562 6.500 (E5) (E5) (E5A) TYP.5.000 7.437 10.00 (E5) (E5A) 320 .125.. 2.250._._- + ---G' .835 rr 250 + i 1.000 -.060 - T8 ' JAMB FILLER S-8000 8' TRANSOM .206-' JAMB S-8000 of 9.062 (E5A) 150 - = oso- 1.427 T3. TRANSOM GLASS STOP 320 -� -__- 250 -1.786 ----- -01 `+ 3.436 ..._. r u, MEETING STILE - INACTIVE LEAF ; -1.746 65 .062 -0 1.427 '? ____ -.060 ; _ 4 ( _-.. .___- .._ 4 374 _ =- .283 .603 S t 17 �$ s t .950 1.332 +_ { .1 c I^ .._.... 2.232 --_, i 3.436 -.- E9 GLASS STOP 1 .283 s �-9 , 6 5 `o1 t.s72-� v E'er°=�- Est STD. BOTTOM RAIL 4 110 t 320 1 GLASS STOP E9.1 TRANSOM GLASS STOP S-8000 c� -) (INSTIL. LAM. GLASS) _ 1110 HI -PROFILE BOTTOM RAIL `S a 1.141 �� 125 E2� DOOR SWEEP 1 ?;tCORNER PLATE -i�� f 1 !) --=- 1.000 ���---oittlrii .. p/ •...,••.. �� ��'` 410ENsk.` ., �� o 4. o n j i -_--2.445 --� 2.250 -- ..125 1.950 ( t 122 w i \ 1 i. is - r, jjj No. 70692 --\ ;; °. -- ^-"" 500 `. 5 00 � t 6 ,, :: 122 150 = __..._ ._ 3.436--..-_. ---,--1 1.203 1>_.. mi 9. ° , I. �. .. 1 `• drawing 1 _--�- 4.500 I 1 ALTERNATE THRESHOLD (E23. / �y,• > STD OF � P�,o e� \� '•.e .�., sip �� � ` .. ,/ no. 1 C) 4 / 1� THRESHOLD E2 ES9014 ES MEETING STILE - ACTIVE LEAF j E�`4f LOCK BACK UP PLATE Es9015 ASTRAGAL STILE �i'I, 2'� �Q 1';ri®°I `�� sheet 14 of 1$~ • • • • • • • • • • • • • • • • • •. • •.• .• • ••• • ••• • ITEM f PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El ES-9012 1 DOOR HEADER 6061-T6 - E2 ES-9014 1 STANDARD THRESHOLD 6063-T6 - E2A ES-9015 1 SADDLE THRESHOLD 6063-T6 - E2B ES-9026 1 HIGH THRESHOLD 6063-T6 - E2C ES-9027 1 THRESHOLD COVER 6063-T5 - E3H ES-9013 2 DOOR JAMB - HINGE 6063-T6 - E4 ES-9001 2 TOP RAIL 6063-T5 - E5 ES-9002 2 STD. BOTTOM RAIL 6063-T6 - E5A ES-9000-031 2 HI -PROFILE BOTTOM RAIL 6063-T6 - _ E6H ES-9003 2 HINGE/LOCK STILE 6063-T5 E7 ES-9006 1 MEETING STILE - INACTIVE LEAF 6063-T5 - E8 ES-9007 1 MEETING STILE - ACTIVE LEAF 6063-T5 - E9H E9V ES-9004 4 HORIZONTAL GLASS STOP 6063-T5 - `- ES-9004 4 VERTICAL GLASS STOP 6063-T5 - E9.1 ES-9029 4 GLASS STOP (INSUL. LAM. GLASS) 6063-T5 E1OT ES-9008 4 4 CORNER BLOCK -TOP 6063-T5 6063-T5 - E108 ES-9008 CORNER BLOCK - BOTTOM - E11T ES-9009 4 CORNER PLATE - TOP 606.3-T5 - E118 ES-9009 4 CORNER PLATE - BOTTOM 6063-T5 - E12 ES-9010 4 SUPPORT ANGLE 6063-T5 3/4" X 1" X 1/8" X 9" LONG E13 ES-9011 AS RQD. HINGE BACKUP PLATE REINFORCEMENT 6063-T5 1-1/4" X 9" X 3/8" THK. E13A 12-24 X 1/2" 4/ PLATE HINGE BACKUP PLATE FASTENERS ST. STEEL FH MACHINE SCREWS E14 ES-9020 1 LOCK BACKUP PLATE REINFORCEMENT 6063-T5 10" LONG E14A 8-32 X 1/2" 3/ PLATE LOCK PLATE FASTENERS ST. STEEL PH MACHINE SCREWS El E16 ES-9016 AS RQD. JAMB FILLER 6063-T6 - ES-9017 AS RQD. REINFORCEMENT 6063-T6 - E17 ES-9021 1/ CLOSER CLOSER SUPPORT CLIPS (PAIR) 6063-T5 - E18 ES-9022 1 CLOSER DOOR STOP 6063-T5 - E19 ES-9023 ES-9005 1/ CLOSER CLOSER COVER PLATE 6063-T5 E20 - DOOR SWEEP - - E21 ES-9051 - DOOR STOP - - E22 ES-9052 ES-9060 - - DOOR STOP COVER - 6063-T5 - E23 ASTRAGAL STILE SECURED WITH #8 X 1/2" SMS AT 12" O.C. M1 28 AS RQD. 18 16 AS RQD. #12 x 1" P.H. ST/ST SMS - - M2 M3 #12 - 24 x 1" F.H. ST/ST MS - _ _- ES-9000-G01 #8 - 32 x 1/2" P.H. ST/ST MS - - EPDM - M4 3/8" - 16 x 1" HEX. BOLT - M5 WEDGE GASKET �� DUROMETER 70±5 SHORE A M6 ES-9000-002 ES-9000-G03 ES-9000-B01 AS RQD. SPACER GASKET EPDM DUROMETER 70±5 SHORE A M7 AS RQD. BULB VINYL, BASE-POLYPROPILENE, BULB-TPE - ULTRAFAB, DUROMETER 73±5 SHORE A M8 AS REQD. SETTING BLOCKS (LAM. GLASS) AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A M8.1 ES-9000-B02A — ` - ~ AS REQD. AS RQD. SETTING BLOCKS (INSUL. LAM. GLASS) AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A M9 HINGE 4 1 /2" x 4"_ - - M9A - - - AS RQD. 1 OFFSET PIVOT HINGE ALUMINUM - - - M12 M13 M14 3 POINT LOCK - 1 KEY CYLINDER THUMBTURN - - - - - 1 1 - 1/ LEAF 2 AS RQD AS RQD 1/ CLOSER 2 AS RQD. - - M15 M16 M17 M19 M20 M22 M23 M24 2 POINT LOCK - - WOOL - DOOR CLOSURE - PUSH - PULL W13273NK PILE W'STRIPPING - HEADER - - - -_— W23451NK -- - - - - - - - PILE - MTG.- STILES WOOL - - - - ST STEEL WOOL WOOL CHANNEL SPACER 5/8 X 1-7/8" THRESHOLD CLIP STRUCTURAL SILICONE - - - M25 M26 AS RQD. SILICONE 1/4 - 20 x 2" HEX. BOLT 2/ CLOSER 1 M27 M28 M29 M30 M31 3/ CLOSER 6/ CLOSER 3/ CLOSER AS RQD #10 x 1" P.H. ST/ST SMS - #10 x 1" F.H. ST/ST SMS - #10 x 1" F.H. ST/ST SMS - #10 x 1 1/2" F.H.ST/ST SMS AT 23" O.0 W13351NK AS RQD. PILE - DOOR SWEEP - - M32 W13275NK AS RQD. PILE - HEADER ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS T1 T2 ES-9506 ES-9019 TRANSOM HEADER Series 9500 TRANSOM ADAPTER 6063-T6 6063-T5 T3 ES-9018 TRANSOM GLASS STOP 6063-T5 T4 ES-9502 HEAD COVER 6063-T5 MT1 #10 x 1/2" F.H. ST/ST SMS MT2 TRIM GASKET SILICONE MT3 INTERIOR SPACER 1/4" x 1/4" FOAM MT4 T5 T6 ES-8005 ES-8013 AS REQD. SETTING BLOCKS (1/16" x 3/4") AT 1/4 POINTS AS REQD. TRANSOM HEAD S-8000 AS REQD. HORIZONTAL AT DOOR S-8000 EPDM DUROMETER 80±5 SHORE A 6005-T6 6061-T6 T7 ES-8012 AS REQD. TRANSOM JAMB S-8000 6005-T6 T8 ES-8003 T9 ES-8006 AS REQD. AS REQD. JAMB FILLER S-8000 6005-T5 TRANSOM GLASS STOP S-8000 6063-T5 T10 ES-8014 AS REQD. TRANSOM GLAZING ADAPTER 6063-T6 • • • • . •• • • • • • • • • • • • • • • •• •• •••••• • • • • • • • • • • •• • 2 - 1.180 .125� .750 SUPPORT ANGLE .330 -9.000- HINGE BACKUP PLATE FL #27001 Iti r �i�ttlltt ti4"� RiC rt. ffftlilll?i% .375 Z O Z to � p el a O �N� a N O N0 Lan ti Cy 0 � aa< _C (n 0 0 cc Z • W ▪ 5ca etWC12 c--„,--..,-)--) r ,„), 00000 ..▪ • ' F•I•zGO tri �� �• i 1 ' .. re)co 6. • i6' •� c J o• VP L` -it Z>- 1.n O 0 o: v w • _NLI J; WC-52 MIX C 0 yti ui 0 0 V1 a cr T r- drawing no.) 18-47F (*sheet 15 of i 83 LOCKS: (See Tables On Sheets 2 Thru 6 For Load Capacities) OPTION #1: LIMIT MAX. LOADS TO ±80.0 PSF ACTIVE & INACTIVE LEAF: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #1285 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 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) #10-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) # 10-24 X 1/2" FH MACHINE SCREWS AT OTHER END HINGES: (See Tables On Sheets 2 Thru OPTION #1: OFFSET PIVOT HINGES ALUMINUM AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH #10-24 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 6 For Load OPTION #2: LIMIT MAX. LOADS TO +80.0, -90.0 PSF ACTIVE & INACTIVE LEAF: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #2086 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'DOR—O—MATIC' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE END PANIC EXIT DEVICE OPTION #1 OR #2 Capacities) CONCEALED BOLTS OPTION #3: ACTIVE LEAF: KEY OPERATED THREE POINT LOCK SYSTEM 4015/4016 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 INACTIVE LEAF: MANUALLY OPERATED TWO POINT LOCK SYSTEM 1880/81 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) #8-32 X 1/4" PH MACHINE SCREWS 11 ADAMS RITE 2 POINT LOCK ENGAGEMENT INTO FRAMES = 1/2" MIN. TYP. OPTION #2: 4 X 4-3/4" ST. STEEL BALL BEARING BUTT HINGES LOCATED AT 1 1 " FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP ADAMS RITE 3 POINT )LE. OPTION ,.F_#2.1: 4 X 4-3/4" ST. STEEL BALL BEARING BUTT HINGES (4) PER LEAF (1) AT 9-5/8" FROM TOP TO CL OF HINGE (1) AT 10-5/16" FROM BOTTOM TO CL OF HINGE (2) INTERMEDIATE HINGES EQUALLY SPACED FROM TOP AND BOTTOM HINGE FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP FL #27001 BOLT GUIDE AR 4016 AR 1850 DEAD BOLT AR 4015 BOLT GUIDE L.J } T, I i OM I it N i! up l tti O i M it H it 6 I > 0 ' V L ( , drawing no. 18-47F sheet 16 of 18) • • • • TOP RAIL WELDED TO -� VERT. STILE '` BOTTOM RAIL - WELDED TO VERT. STILE FRAME TOP CORNER THRESHOLD CORNER #10-24 X 1/2" FH THREAD CUTTING SCREWS PIVOT THRESHOLD CORNER M #10-24 X 1/2" FH THREAD CUTTING SCREWS THRESHOLD CORNER FL #27001 • • ••• ••• •••• • • •••••• • • ••• •• • • • • • \ `�, � � iiii i f , 7. 1 <\ J s e\ STA OF • Rco��oP.• ��` ; f tINt t� c I•«•• �'I0 in co v•L•• N• <z) • li.V... = • ry 8•. 04 •• co'Lf)(1: PCX(.94.0)1—cc 7(105 1). • �fp � M •c° J • II 0) • o irV7 C z6 0 • N • co c oil I, 0O M O C' O i drawing no.I 18-47F t tsheet 17 of 1$j n• 0 • •••• • • • • • • • • • • • • ••• • • ••• •••• • • • • ••• • ••• • TRANSOM CORNER SERIES-MG5000 WINDOW WALL Etc THRESHOLD COVER ES9027 TRANSOM CORNER SERIES-9500 WINDOW WALL 4,7 •, • 71. s`. '•� s f �r'M -. o'� ,. •mow . -iiia a' T r-'Y 47 jj K. ¢h' '-SINGLE rD00R =THRESHOLD GaRNR -' L = -T 2.485 - HIGH THRESHOLD ES9026 ```1 • i\�ERsOc'•9 a .. • ••••.• • • •••. • • •• •• • • • • • • • • • • •• • 1EOF`t. # 27 0 01 .;�p„; 8�1t11A1_� `••.•• J• U • •Z• •• cc. •• Q • ••. = O l2'• • 0•• • z4 t}j o! a l- ¢• co • (n .. o °VP in g Z 1 O w m N No' IM co C O N I 0 11 II 1 1 � � 1 .. � I w m I a - {, 8 i !I r 5Ii drawing no. 8i4F sheet 18 of718 In CO CO �•• o., .• • (.0.. • v r7 rn } d W O rn J w F J L>_ •••• • • • •••• • • .• • • ••• • • • • • • • ••• • ••• • • 6/26/2018 Florida Building Code Online 0F.dazr Ratldme4r'Yuc>. gins r QFFte Of?rt it rtfiTAM';. BCIS Home ! Log In I User Registration Hot Topics Submit Surcharge i Stats & Facts j Publications 's Contact Us j BCIS Ste Map ! Links i Search I Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FLU Application Type Cod Ve sion '� Applkatikn`Statbs`i Comments Archived Produ"Manufacturer. Address/Phone/Email Mr Glass Doors 80Arrtows in> 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 Subcategory Compliance Method Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Javad Ahmad Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL19092 R2 COI SS-MG-1000 Alum SGD (LMI-SMI)-CI 2017,R2 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved mare of Products Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option D 02/06/2018 02/06/2018 02/15/2018 04/10/2018 FL # Model, Number or Name • Description 092.1. MG-1000 Aluminum Sliding Glass Door Large missile Impact resistant aluminum sliding glass door. Limits of Use Approved for use In tBVHZ; Yes Installation Instructions f119092 R2 II SS-MG-1000•Alum SGD (1)-2017 DWG W15-83,p�1i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPIWR9pLElipaN5II03VU1 RuOBjBWfoOzdvA%3d%3d 1/2 6/26/2018 47 „r'' : r FlbFida Siiilding Cade Onllnet3 -,� r ,,,.'e�- , . �, ;,o-.. -+N :qr "v ,4 zrL . - 'r a� . �. -- �r' Approved for use outsidelHV�1Z Yes F ° !- ti-Venfied By ]ava' �Ahmad 70592 4 ' -� ''7`7 „ Impart Reeslstant?YeW,...r sir ' str .+' �,� ¢ Created by Independent Third Party Yes .� - Des gh M ess a �+120/_1400 -y ���s 1 1. Evaluation Reports <,, e y "- Y "t =ter" Ocher 'See tnstallahon drawing W15;83 forrspan vs load combmaton"stind `_rLI9692=R2'AF 55'M61000 AlumSGD CLM�)PAE 2017 p • " LI Inst lifi(3Me a ice# t ?,g. a ` p-ely . -;o Create -.,. , _,., __e_ =,,,, rd Party: Yes" -,,, ,; l 19092.2 MG-1000 Aluminum Sliding Glass Door Small missile impact resistant aluminum sliding glass door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +120/-140 Other: See installation drawing W15-103 for span vs load combinations and installation details. Installation Instructions FL19092 R2 II SS-MG-1000 Alum SGD (SMI)-2017 DWG W15-103.pdf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports FL19092 R2 AE SS-MG-1000 Alum SGD (SMI)-PAE 2017.pdf Created by Independent Third Party: Yes I Back' Next) Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO ernployer. 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 emails provided may be used for official cornmunication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: Ferrol Credit Card Safe (securiti �lerl�lcs�� https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtNeJIYVXGPIWR9pLElipaN5II03VU1 RuOBjBWfoOzdvA%3d%3d 2/2 AL -Fig, R000 CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 19092 Date: 02/01/18 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name IVfG 1000AL>'UNIINUMLIDING=GLASS'DOOR Maximum Panel Width: 60" Maximum Frame Height: 120" Maximum Load: +120 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W15-83 (This product complies with:the,HiPhNelocitirriurricane'Zone,(HVHZ).test ngsreguirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.5.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION i , TESTREPORT TEST Test _ DATE REPORT # Sealed°by, ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Leakage Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E331 Water Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. OR ASTM 547 & Penetration Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. TAS 202 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. 9360 Sunset Drive Ste 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) rTESt"•- . =—`DEGRITONa,.*.•aTESTLOCATON. ,s4TESTRP. ORTs `ITES.' •7 `rTest.= '=a :b i •). ;te,'� .... i- :sr. r ' e ,v w t .4,7. ''Z-tDATE.,, , Itrihk:S.I. ti- Pr r,ti ,_-REORT.# -4 e •fi _-,. ,Sealedby. FBC 1626.2 Large Missile Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory 10/23/2015 8592 Idalmis Ortega, P.E. 10/23/2015 8596 Idalmis Ortega, P.E. 10/23/2015 8593 Idalmis Ortega, P.E. 10/23/2015 8591 Idalmis Ortega, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: Javad Ahmad PE # 70592 AI-Farooq Corporation EB # 3538 1235 SW 87th Avenue I Miami, FL 33174 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com AVERAGE PANEL WIDTH INCHES DOO R FRAME HEIGHT INCHES JAMS W70 Ni %ORS - JAMBS WITH ANCHORS STD. ASTRAGAL STD. ASTRAGAL REINF. ASTRAGAL GLAS *4'._' GLASS TYPES 'B' & 'B1' GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'B1' 'C' & 'CI' GLASS TYPES 'A' & 'Al' WY & 'A1' 'C' & 'Cl' E + "INT. - EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) I -100 0 .100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 1 - 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 42 48 54 60 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 r8-7 , 1 100.0 100.0 80.0 80.0 120.0 140.0 " 100.0 100.0 80.0 80.0 88.9 88.9 71.1 71.1 88.9 88.9 80.0 80.0 106.7 124.4 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 36 42 48 54 60 84 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 88.9 88.9 71.1 71.1 88.9 88.9 80.0 80.0 106.7 124.4 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 36 42 48 54 60 90 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 - - - - - - - - 96.0 112.0 30 36 42 48 54 60 96 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 - - - - - - - - 96.0 112.0 30 36 42 48 50 52 54 56 102 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 - - - - - - - - 115.2 134.4 - - - - - - - - 110.8 129.2 - - - - - - - - 106.7 124.4 - - - - - - - - 102.9 120.0 30 36 42 48 50 52 108 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 - - - - - - - - 115.2 134.4 - - - - - - - - 110.8 129.2 30 36 42 48 50 114 - - - - - - - - 120.0 140.0 - . - - - - - - - 120.0 140.0 - - - - - - - - 120.0 140.0 - - - - - - - - 120.0 140.0 - - - - - - - - 115.2 134.4 30 36 42 48 120 - - - - - - - - 120.0 140.0 - - - - - - - - 120.0 140.0 - - - - - - - - 120.0 140.0 - - - - - - - - 120.0 140.0 EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS SEE SHEET 6 FOR TWO PANEL (XX) DOOR LIMITATIONS. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 AVERAGE PANEL WIDTH = DOOR FRAME WIDTH NUMBER OF PANELS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 FOR THE GLASS TYPE USED. USING CHARTS ON SHEET 4 SELECT HEAD ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 8 DETERMINE MIN. AND MAX. GAP DIMENSIONS. THESE DOORS ARE RATED FOR. LARGE & SMALL SHUTTERS ARE NOT REQUIED. TILE IMPACT. SERIES' MG-1000 (M:I.)' kLIMINUM SLIDING -GLASS _ DOOR' • • • • • •• • • •••• • • HIS RODUCT-FIAS'BI=LN-ULSIL,NELF7AlNU- I Lb 1 TAD COMPLY WI I H"'"''' • EQUIREMENS OF THE 2017 (6TH EDITION) FL:ORMMA BUILD * CODE • • NCLUDING HIGH VELOCITY HURRICANE ZONE (HVI=IZ) 1BY OR 2BY WOOD BUCKS Sc BUCK FASTENERS BY OTHERS, MUST BE• •.• DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT •LMADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. • • A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. 8- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #19092 m • • -! • • • • c+•• •• • Z•� ••• 1.•• •cv. r�•cn•••• Op • • p YYg��Z } �n 0 -11 M oW 00 co N • o • r• rn 0 N c 0 a v 0 Ui Z 0 ANCHOR CHART REV. UPDATED TO 2017 FBC a) co 0 co 0 0 0 Q U 00 II • 0 L drawing no. W15-83 sheet 1 of 12 SILICONE DQW CORNING 71 DON CORNING 91 1/4" HEAT STREN'D GLASS .(}f3" Interlayer SeyGlas By 'Kuraray America, Inc.' 1/4" NEAT STREN'D GLASS a: 0 a 6 � AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE `A' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS SPACER ALUMINUM (6063—T5) SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'AI' 1-3/16" OVERALL INSUL. LAM. GLASS SILICONE DOW CORNING 795 DOW CORNING 995 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS 0 AT /4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE `B' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interloyer Trosifol PVB By 'Kuraray America, Inc.' 1/4" HEAT STREN'D GLASS O Et- w W W SPACER ALUMINUM (6063—T5) SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE `BI' 1-3/16" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS z 0 w 1/4" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'C' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS O W LJ W SPACER ALUMINUM (6063—T5) SILICONE —DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE `CI' 1-3/16" OVERALL INSUL. LAM. GLASS • • • • • •••••• • •••••• •••• • • • • • • •••••• • • •• •• •••••• • • • • • • • • .• • •• • FL #19092 F ;06 0 cc a cc v O CD ce FAX. (305) 262-6978 TEL. (305) 264-8100 to 0 I • 0 • N • *o•••• • CO M•• • • • (O ••• �•• (0 • y-) et • • r,) �•••• •I • J•••• •• I.i•14 • N M co iA c O 0) '5 L c O 4 U a) ac v (1) O U a C 0) oo d L 0 drawing no. [W15-83 sheet 2 of 12) CLUSTER OF 3" MAX. 4 ANCHORS HEAD AT UNANCHORED % CORNERS JAMBS 3" MAX. HEAD CORNERS SILL ANCHORS CLUSTER OF 2 __,--`t I AT UNANCHORED \\ iI JAMBS N JAMB OPTION W/0 ANCHORS (108" MAX. DOOR HEIGHT) (MAX. DESIGN LOADS = ±100.0 PSF) DOOR FRAME PANEL HEIGHT �1\ • i• HEAD ANCHORS CLUSTER OF 6, 8 OR 10 AT INTERLOCK/ASTRAGAL (SEE SHEET 4) 1 192" IL — IIIIII DOOR IiIIIII FRAME WIDTH IIIII IIII !I / - - _��U -�r II II II --=,F=777== 1I //, ;I � IIr II II ==_ I // //, // //. . // //, - - - I /. ===-r=-�7=_ II II -41 II I 1I I I ____ 1 1 1 I I 1 I 1 t�===- 1 G // // // // // // - - �II I a +. II II �I 11 -- J1 -11 II II 11 — r it II 11 IT �I 1 1 I 1 1 I - il - _ L, k FALSE MUNTIN OPTIONAL DAYLITE OPENINGS WIDTHS: PANEL WIDTH - 7.313" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 8.0" 1 42 1/8" D.L.O. 49 7/16" PANEL WIDTH 42 1 /8" D.L.O. 49 7/16" PANEL WIDTH 1 I I i SILL ANCHORS CLUSTER OF 6 AT INTERLOCK/ASTRAGAL PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" MAX. FRAME AREA OF S.G.D. SHALL NOT EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. TYPICAL ELEVATION TESTED UNIT HEAD ANCHORS • • • • •••. • •••••• • •••••• •••. .. •••• ••••.• • • •• •• o.•••. • • . • • • • • • • •• • N m N JAMB ANCHORS SILL ANCHORS 3" MAX. SILL 4 CORNER `111III M1,,,, eo m COMP—ANL\W15-83MG -1; � C.�• • • • • . . •• I • ••••• • • • • 0 3 N. • 0 0. • ©••SI• i•.• 4 • w1pCl• •••� • CD W co _o CC i- 0v)ro co v) 00 �t CO M o O �Z O �n 0 C�OJ� 0 W i m cn 0 0) L c 0 CO 0 0) "D a) 0 .D 0 0 CO N 0 dr. by: TARIQ -c o drawing no. W15-83 FL #19092 NA 0111111/ sheet 3 of 12 m �U °DM In A I2 Lop C`APA TY - PSF SHIM SPACE 1/2" MAX. SHIM 3/8' MAX. SHIM 1/4" MAX SHIM ANCHOR TYPE ANCHOR TYPES 'A', 'B' & 'C' ANCHOR TYPE 'A' ANCHORS 'B' & 'C' j • GCHQ TYPE 'Al 'B� & 'C' AL FAROOQ CORPORATION ErI•GINE ` 2S & PRODUCT DEVELOPMENT • 9360 bUPSET DRIVE, SUITE 220 1/11AN1? •PLO R I DA 33173 (C.A.N. 3538) TEL. (305) 264-8100 FAX. (305) 262-6978 • COMP—ANL\W1 D00R FRAME 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS 10 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS 0 MHO AT IITG. ENDS; 8 ANCHORS AT MTG. STILE ENDS if Wafts AT MTG. STILE ENDS PANEL WIDTH INCHES HEIGHT INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) • INT. (-) EXT-I=F) INT, (-) EXT. (+) INT. (-) EXT. (+) INT.. (-) 1 351. 140.0 140.0 140.0 140.0 140.0 140.0 140.0 14{bTi- 140.0 140.0 36 .I 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 ____I 140.0 42 82-7/8 1 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 128.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 54 114.3 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 60 102.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • • • . 42 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 •. • •••••• 48 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • 54 112.8 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 . • • • ?.I MG-1000 ALUM SLIDING GASS•DOOR (LJvl.L1} MR. GLASS DOORS &•WINDOWq•ING' 8120 N.W. 84 STREET • ••• ••• MEDLEY, FL. 33166 TEL. (305) 470-8284 FA)l'.;(`30';) 470-02a5 •} • 0 • 60 101.5 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 • 041•.• 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 •••••• • • 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • • • 42 90 135.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • •• •• . . 48 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 • . • 54 105.2 124.4 124.4 121.6 124.4 124.4 124.4 121.6 124.4 124.4 • • • • 60 94.7 112.0 112.0 109.4 112.0 112.0 112.0 109.4 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 . 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 96 111.0 140.0 140.0 128.3 140.0 139.4 140.0 128.3 140.0 140.0 54 98.7 124.4 124.4 114.0 124.4 123.9 124.4 114.0 124.4 124.4 60 88.8 112.0 112.0 102.6 112.0 1 1 1.5 112.0 102.6 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 139.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 119.4 140.0 140.0 137.9 140.0 140.0 140.0 137.9 140.0 140.0 c) 48 104.5 139.3 140.0 120.7 140.0 131.2 140.0 120.7 140.0 140.0 description 50 102 100.3 133.7 134.4 115.9 134.4 125.9 134.4 115.9 134.4 134.4 52 96.4 128.6 129.2 111.4 129.2 121.1 129.2 111.4 129.2 129.2 54 92.9 123.8 124.4 107.3 124.4 116.6 124.4 107.3 124.4 124.4 56 89.5 119.4 120.0 103.5 120.0 112.4 120.0 103.5 120.0 120.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 131.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 108 112.8 140.0 140.0 130.3 140.0 140.0 140.0 130.3 140.0 140.0 48 98.7 131.6 140.0 114.0 140.0 123.9 140.0 114.0 140.0 140.0 >. .n 50 94.7 126.3 134.4 109.4 134.4 118.9 134.4 109.4 134.4 134.4 co c .0 (7) 0 0 52 91.1 121.4 129.2 105.2 129.2 114.3 129.2 105.2 129.2 129.2 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 L " c 36 - 124.6 140.0 140.0 140.0 140.0 - 140.0 140.0 140.0 140.0 140.0 42 114 106.8 140.0 140.0 123.4 140.0 134.1 140.0 123.4 140.0 140.0 dd%e: 10-28-15 scale: _ dr. by: TARIQ r � hkby: l J 48 93.5 124.6 140.0 108.0 140.0 117.3 140.0 108.0 140.0 140.0 `e111111d19i��.. ��a� /°all ''si�� 50 89.7 119.6 134.4 103.7 134.4 112.7 134.4 103.7 134.4 134.4 ®� EN ° 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 ,. 36 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 No.70 9 42 120 101.5 135.3 140.0 117.3 140.0 127.4 140.0 117.3 140.0 140.0 - 48 88.8 118.4 140.0 102.6 136.8 1 1 1.5 140.0 102.6 136.8 140.0 °° �r drawing no. W15-83 � Cp�°° �T �� o ° ,.:) °°°.® FL #19092 s�i�DONQ (sheet 4 of 12) •• • •• •.• • 000 •� • 1/4" HEAT_STREN'D GLASS .090" Interlayer SentryGfas" 'Kuroray America, Inc.' 1/4" HEAT STREN'D GLASS SILICONE, DOW CORNING 795 DOW CORNING 995 AT /4 POINTS ON LRES WIDER THAN 36" ONLY GLASS. TYPE `A' .9/16" OVERALL LAMINAIED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 0 w X w 0 LJ w 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE `B' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interlayer .090" Interlayer SentryGlas Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray Americo, Inc.' 1/4" HEAT STREN'D GLASS SPACER ALUMINUM (6063—T5) SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 1-3/16" OVERALL INSUL. LAM. GLASS cc 0 w 1/4" HEAT STREN'D GLASS SPACER ALUMINUM (6063—T5) SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'BI' 1-3/16" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS Z M GLASS BITE 011110 w _®AT� w /4 POINTS ON LITES WIDER THAN 36" ONLY SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'C' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS 0 it w W SPACER ALUMINUM (6063—T5) SILICONE —DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE `CI' 1-3/16" OVERALL INSUL. LAM. GLASS • • • • • •• • 000000 •••••• • • • • • • • • • • • • •• •• 000000 • • • • • • • • .• • •• • P RIAP;. NAL r�r►IIIt Z Mw Z M N W • g N a. Oo` o OWa. Q'O-m o CC IX 0 • �o oN Q W LL LLZv1 -0 of tS (D Q z O 10 • N I 0 • 4eco• gt,.L4ij-(0 • o t: i • V••1:�• • Z V!•(Y r0 ••• p•• 0 tI— (D • N at • •— M ro • •I 70. CO J•o•. •; CD nZ } in p 0O J M ( c% N LW .3 m Mao j-tj if c O_ N a) L c O a .L 0 0 -o 0 0 0 • drawing no. W15-83 CLUSTER OF 4 ANCHORS AT UNANCHORED JAMBS 3" MAX. HEAD CORNERS N tt /,--\ \ SILL ANCHORS / CLUSTER OF 2 '41 AT UNANCHORED \ / JAMBS JAMB OPTION W/0 ANCHORS (108" MAX. DOOR HEIGHT) (MAX. DESIGN LOADS = ±100.0 PSF) 3" MAX. HEAD, CORNERS DOOR FRAME H PANEL HEIGHT FALSE MUNTIN OPTIONAL DAYLITE OPENINGS WIDTHS: PANEL WIDTH — 7.313" /• /• • HEAD ANCHORS CLUSTER OF 6, 8 OR 10 AT INTERLOCK/ASTRAGAL (SEE SHEET 4) 192" ® I I 1I I I DOOR FRAME I I I I� WIDTH I I I I l l l I� III I I I \I - - jrL� -� II II II -- �I --=1F=7== I I /// II II II II II ___ I I // /// // /// // //, - - - _ IL // II ===-r-��-= ____ 11 II II II 11 11 II II 11 11 I I 11 11 I �I 1 t1 = _ 11 II // ,/ // // // // - _ II 11 II 11 1I I �1 -1 ,I 11 II 11 r 11 11 1I 1 I 1 11 II l `1/® 11 - - _ 42 1/8" D.L.O. 49 7/16" PANEL WIDTH 42 1/8" D.L.O. 49 7/16" PANEL WIDTH III • /• SILL ANCHORS CLUSTER OF 6 AT INTERLOCK/ASTRAGAL DAYLITE OPENING HEIGHT: PANEL HEIGHT - 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" MAX. FRAME AREA OF S.G.D. SHALL NOT EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. TYPICAL ELEVATION TESTED UNIT gTh HEAD ANCHORS N a JAMB ANCHORS • • • • • •• • •••••. • •••••. •••• •••••• • • •• •• ▪ • • .0. • 4. • • • • • • . •. • (n mo -' 0 ww co 0 SILL ANCHORS 3" MAX. SILL CORNER\\•••\'$p /AMTP, FL #19092 O. 01111111 S 'F \111111110 U m ( • �••0 • -• • �•• 0 3 o•o• • Z (n• 0 J (n J 0 0 O •c8 1c 0 0 0 N g CD • (n 00 Zoo 0 (V 0 '- W J co o••••• {••••i• ••.••• • • 1 2 W N 1 0 v 0 .(0 .5 0 L 0 0. 0 rn 17 a) 0 0 co N 0 0 0 05 0 Fa- drawing no. W15-83 sheet 3 of 12) �••• 0000 •' • 100. • • �U g I to AD ANCHOR LOAD CAPACITY - SHIM SPACE 1/2" MAX. SHIM 3/8" MAX. SHIM i/4" MAX. I,� ANCHOR TYPE ANCHOR TYPES 'A', 'B' & 'C' ANCHOR TYPE 'A' ANCHORS 'B' & 'C' ,.AIICHOR TiTE 'Al MOTORS 'B1 & 'C' AL FAROOQ CORPORATION Erl:diNAIRS & PRODUCT DEVELOPMENT 9 3 0 &UPSET DRIVE, SUITE 220 11AI,dMf,•PLORIDA 33173 (C.A.N. 3538) TEL (305) 264-8100 FAX. (305) 262-6978 . • COMP-ANL\W1 D00R FRAME 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS 10 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS 6 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STILE ENDS •k. AT MTG. SME ENDS 8 ANCHORS AT MTG. STILE ENDS PANEL WIDTH INCHES HEIGHT INCHES EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. O EXT. (+) INT. (-) ( a EXT. (+) INT. (-) .EXT. '(+) •INT. (-) L30-1 140.0 140.0 140.0 140.0 140.0 140.0 140.0 0 +. 140.0 14t 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 421 _.82 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 _7Z8 128.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 54 114.3 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 60 102.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • • •. • 42 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • • 140.0 140.0 .•• 48 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 •••••• • 54 112.8 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 ...• I ( ?J 60 101.5 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 • ••••• MG-1000 ALUM SLIDING GIASS•pOOR (L1vt.L1} MR. GLASS DOORS &•WINDOWq •ING.• 8120 N.W. 84 STREET • ••• •.• MEDLEY, FL. 33166 TEL. (305) 470-8284 Fa.;(`30;;) 470-02§5 • . • •_ 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 ...... • . 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 • •••••• 42 135.3 140.0 140.0 140.0 140.0 140.0 140.0 • • 140.0 140.0 • • • 48 90 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 • • • 54 105.2 124.4 124.4 121.6 124.4 124.4 124.4 121.6 124.4 124.4 • 60 94.7 112.0 112.0 109.4 112.0 112.0 112.0 109.4 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 96 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 111.0 140.0 140.0 128.3 140.0 139.4 140.0 128.3 140.0 140.0 54 98.7 124.4 124.4 114.0 124.4 123.9 124.4 114.0 124.4 124.4 60 88.8 112.0 112.0 102.6 112.0 111.5 112.0 102.6 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 139.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 119.4 140.0 140.0 137.9 140.0 140.0 140.0 137.9 140.0 140.0 48 104.5 139.3 140.0 120.7 140.0 131.2 140.0 120.7 140.0 140.0 ^' c 0 n .0 v 50 102 100.3 133.7 134.4 115.9 134.4 125.9 134.4 115.9 134.4 134.4 52 96.4 128.6 129.2 111.4 129.2 121.1 129.2 111.4 129.2 129.2 54 92.9 123.8 124.4 107.3 124.4 116.6 124.4 107.3 124.4 124.4 56 89.5 119.4 120.0 103.5 120.0 112.4 120.0 103.5 120.0 120.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 131.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 112.8 140.0 140.0 130.3 140.0 140.0 140.0 0 140.0 140.0 48 108 98.7 131.6 140.0 114.0 140.0 123.9 140.0 114.0 140.0 140.0 > in 50 94.7 126.3 134.4 109.4 134.4 118.9 134.4 109.4 134.4 134.4 c 0 ( a? 0 v 52 91.1 121.4 129.2 105.2 129.2 114.3 129.2 105.2129.2 129.2 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 ' • • 140.0 140.0 36 124.6 140.0 140.0 140.0 140.0 140.0 140.0 • • • 140.0 140.0 a) 0 42 114 106.8 140.0 140.0 123.4 140.0 134.1 140.0 123.4 140.0 140.0 i/i j,� de: 10-28-15 scale: _ dr. by: TARIQ [ hk. by: 48 93.5 124.6 140.0 108.0 140.0 117.3 140.0 108.0 140.0 140.0 `e`1111111 AH 50 89.7 119.6 134.4 103.7 134.4 112.7 134.4 103.7 134.4 134.4 0�\`\�p© ®� ° �lcEN$ .• . 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 ® . Leo 36 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 U��a. 7O5'�2 42 120 101.5 135.3 140.0 117.3 140.0 127.4 140.0 117.3 140.0 140.0 �`.� 48 88.8 118.4 140.0 102.6 136.8 1 1 1.5 140.0 102.6 136.8 140.0 o S� _ drawing no. W15-83 � a, SY :_ `�'�� i 1)�.• °moo.® FL #19092 �OlGa°l�\ `�� (sheet 4 of 12) •••. •• • •••• • •••. • •• • .• ••• • :• • •. XOX (SHOWN) I XXO (SHOWN) .%.. OXO (SHOWN) i OXXO(SHOWN) APPROVED CONFIGURATIONS I XX (SHOWN) Imo--b-7 t.r°--20 7-1 rn 1.7-44 NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES.ONL+Y. 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS•Itl SHEET 1. •••.. 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. ... .. ...... \)dii;1; 111� •. • • • • • FL #19092 00 II III b‘ E ° Oo NAL /11111% m ilors V V) D -J O O 0 c 0 5 .•.. c O Q. 0 N a) 0 0 O 0 F- d a O - O U - U) V drawing no. W 15-83 sheet 5 of 12) a 1 YF'IC ANCHORS IN ROMS SEE ELEV. FOR SPACL 4 4 i„ i t• 1 BY OR 23Y WOOD BUCK 0 I+I �I! II ri I I: Il II. Ili iE ICI I�{ • • -47 ..c r 1Q t 4 , .CQNCRETE.. 3"`KKSI '00'... _ZE GELDIST::- IL I ` J • Ii III i11 1[{ 11' !I{ �1{ i • • r .1 S 0 Je. ` _J r. ~ <- - "„ ;,- -:aPOURED • &.,jHARDENED:z .4 < '" • '� 3HIGH.STRENGTH;GROUT; °,,• r N0N SHRINK ANON` METALLIC •� J , =''.f c `50000 PSI'AKIN.- y r .NOT • BY MRL-GLASS ) 117,..7. ^ - . MUST--TRANSFER'Si.EA i " „LOADS ;TO STRUCTURE - TYPICAL ANCHORS,, _ { 7 . z IN `PAIRS ':. F '- . SEES-ELEV = :� r` r FOR`„SPACt G -� AGFN "A ..� .f SILL HEIGHT 4" MIN` STAGGERED DIAGONAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 1 /4" X 1-1/2" LONG WEEP HOLES AT 5 FROM EACH END AND 16" O.C. W2 = 1/4" X 1-1/2" LONG WEEP HOLES (1) AT FIX. PANEL (3) AT MOV. PANEL FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED AT TWO PANEL (XX) DOORS ONLY WITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF FOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF SILL HEIGHT FL #19092 OF <OR101'..°°• .�rOV • . . •• • •••..• • • •••. • • • • • •••••• • •• •• ••.••• . . . • • • • •• • ONA idllllil FAX. (305) 262-6978 • • Z•• J• Iy- • • • 0 � • 0. CA •z.• 1•13 (Do •%n z_ N CC CC I— N 0 M CO 0 5 Z 60 0 J (1 IY N O m m Co c ) COMP-ANC\W15-83MG' O c 0 U) a) L r c 0 0. 1) a) a) v 0) 0 -o O c 0 1 drawing 1- >. •0 [W15-83 sheet 6 of 12 00000 .' • 00000 00000 • 1 ••. • • • • • • • • • .' • �••• • • • • EDGE DIST. WOOD STRUCTURE I. Mir INN —r�71 MEI i _off IIMI TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1 BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. I TXPICALANCHORS: SEE 'ELEV. FOR SPACIN1 TYPE 'A'- 5/16" DIA. ULTRACON. BY_ `ELCO' (Fu=177 Ks!, Ey=155 INTO WOOD STRUCTURES 2" MAN: PENETRATION INTO' WOOD (HEAD/JAMMS)F THRU` 1 BY OR 28Y BUCKS INTO CONC. OR BLOIKS' EMBED INTO CONCRETE (HEAD), 1-1/4" MIN, EMBEDINTO:, CONC. OR BLOCKS '(JAMBS) DIRECTLY INTO CONC'. OR BLOCKS EMBED' INTO CONCRETE (JAMS)", 2' ON. EMBED INTO' GROJ,T "FILED °BLOCK (JAMBS)', E TYPE". 5/16" DIA. -ULTRAcONI BY 'ELCQr (f =17 KSI; Fy.=155' Rsi) • DIRECTLY INTO CONCRETE 2' `tvRINt�EMBED. (h EAD/SILL)'a'-_ TYPE 'C'- 5/16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) `TYPICAL:EDGE iDISTANG - hINTO CONC RED E ATHEAD/SILL- 2 3%16 MINA;: INTO'4CONCREiTE ANDNBE-OGKSAT JAMBS 2, 1-%2 MIN NTO�^W O---STRiitteFrp_f 1' =M{N _ <- u ,x v� . FINTOrMETAL STRUCTTURE=73/__4: MIN x " Y " ' WOOD'' .AT. HEAD .ORi. JAMBS SG ,0 55'-MIN 3 Y ":,,- CONCRETE .AT=wHEADFSIEL•.. 0R*`JAMES fc = 3Q_00 PSI MFN- _ Cr90.-146LL6W/,FILLED yBLOCK AT* JAI BSY m, 2Q00+PSI t IN? EDGE DIST. 1 METAL STRUCTURES 1/8" THK. 4" MIN. STAGGERED DIAGONAL ■a B i M at1—AMA TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING r F.B.C. APPR'D MULLION SEE SEPARATE APPROVAL TYPICAL ANCHORS • IN PAIRS •••• •• • SEE ELEV. FOR SPACING •••••• 00000 • •••. •.•. •••••• • . •• •• •••••• . • • • . • • • J v •y- • CO • • • • I 1'4 ••• O 8 .• o • • cu • c 0 In .5 0 0 47, n • 0 a) Q) 0 0 -o 0 drawing no. W 15-83 PICAL ANCHORS. S ELEV. — FOR .SPACING 1/2" MAX. LOAD BEARING, SHIMS ANCHORED JAMB tBY OR 2BY WOOD BUCKS E6 D.L. OPG. 0 . co #14 X 2-7/8" FH SDS AT 5" FROM ENDS ' AN17 11 " O.C. EXTERIOR 'L WIDTH MAX. DOOR FRAM€ WIDTH C .-ASTRAGAL 0 ILL.OPG 1/4" MIN 3/4" MAX. GAP SEE NOTE BELOW E 1 UNANCHORED JAMB r SILICONE DOW CORNING 790 DEPTH'= 3/8" MIN. MAX. DOOR FRAME WIDTH NOTE: MAX. MOVEMENT CONSIDERED=100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE Sc WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. #14 X 2-7/8" FH SDS AT 5" FROM ENDS AND 1 1 " O.C. EXTERIOR REINF. ASTRAGAL FL #19092 . , • • •• •• , ••.••. • •..•,• •••• • • •... ••.••. oil,• • • • • • • . • • • • • • • • • o ORID .•°° Ij 11110" Z m O — � M LC 0 I- W a OW. N L. o aM vawa pro'-Mo a.00°� 0 0 to Li ; 0 N a UPI FAX. (305) 262-6978 COMP -ANL\W15-83MG1 4 "-~"• • Z• co N • • 00 N. 0 cz'�. ••••• • N 0 .5 0 L O :7. 0. 0 0 N 0 T 0 0 -o O v co M v 0 0 T r U drawing no. W15-83 (sheet 8 of 12) •.••. •• 0000. • • •••• • ••• • • 00. •••• •• • •.. ••• TYPICAL ANCHORS SEE ELEV. FOR SPACING w W as • a' 00y °0 Qcc 1 /2" MAX. LOAD BEARING SHIMS O w 0 0 w \\� MAX. DOOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING DRILL NO 7 AND TAP FOR 1/4"-20 1/2" MAX. LOAD BEARING SHIMS SET SCREW 1/4"-20 x 3/4" AT 4" FROM TOP & BOTTOM AND (2) AT MIDSPAN AT 6" O.C. VERTICAL SLOT 0.257"0 x 1/2" LONG CENTERED WITH THE SET SCREWS. MAX. DOOR FRAME WIDTH EXT. MAX. DOOR FRAME WIDTH w O TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1 /2" MAX. LOAD BEARING SHIMS 1/2" MAX. LOAD BEARING SHIMS FL #19092 TYPICAL ANCHORS SEE ELEV. • , FOR SPACING• • • •••••• • •••.•. •.. • 000000 • • • ••••. • . • , • • • •• • m Z M 03 m OZ MN QE N A. a a O wN▪ �- atl WW il I&o/ LL O QNCO p�o�c`�n o paco°i O NNEC fX 0 cel re Z Li. z UP o• 1. M Q WAa�— "1-) ,• 01 o• 0 • • 0.• c�•.o�.W w IX I- cc' J Q ro (n O rO o Z 0 o � p - N w M - CO COMP-ANL\W15-83MG •••••• • )' • `..••., ' • CO03 • • I '••• • , • • • 000 W 0 N Cr.') 0 M J H c 0 0, .5 0) 0 0. "L co Q) D 0 G) 0 0 c co 0 a ) drawing no. W15-83 (sheet 9 of 12 1.760 E1 5. 687 .125 FRAME HEAD/SILL 2.625 FRAME COVER -�j 1.467 .075 2.625 .500 E3 JAMB COVER 5.400 o-- 2.287 ---.090 1 1.250 .720 -I 1.550 FRAME JAMB .417 3.050 .110 4.000 E6 PANEL RAIL/STILE 2.635 E7 PANEL INTERLOCK .241 .840 INTERLOCK COVER .452 - 1.547 1.000 .080 3.633 SILL RISER (OPTIONAL) 4.374 CORNER KEY .452 2.000 2.547 .080 L i 4.633 2.750 2.000 ALIGNMENT CORNER ST. STEEL .750 -�{ .855 r SILL RISER (OPTIONAL) .412 TRACK .075 .060 =i E5 THRESHOLD/JAMB CAP E10 REINF. ASTRAGAL GLASS STOP (LAM. GLASS) .230 -�- .950 .633- 1.073 GLASS STOP (INSUL. LAM. GLASS) 1.700 1.730 C1� STD. ASTRAGAL FL #19092 �\A1�\ 11 1111ij (ON . �►s111111 F • • • • • •• •••••. • • • 000. •••... • • •• •• •••••• • • • • • • • • • • • • • •• • RI 9.. V 0 9 I 0 U • •' • ^ • • in I M •Z•• CO • J • •7 • 00 v • • I • N •• N.•i O d v n• 0• i ••0•• a•• N w cjo z (n fY o OO N IT; cal- ro 2 m � c of n o Z W h o _o O .I I fY N E3 -21 CD 0 0 N .5 tv 0 a L 0 N Q) .0 0 -O 0 co N V 0 drawing no. W15-83 sheet 10 of 12 •� • 00000 000000 • • •.. •••• •• • •••. • • • • • ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS El 1000—E-1001 2 FRAME HEAD/SILL 6005—T5 — E2 — AS REQD. FRAME COVER 6063—T5 — E3 — AS REQD. JAMB COVER 6063—T5 — E4 1000—E-1002 2 FRAME JAMB 6063—T6 — E5 1000—E-1005 AS REQD. THRESHOLD/JAMB CAP 6063—T5 — E6 1000—E-1010 AS REQD. PANEL RAIL/STILE 6005—T5 — E7 1000—E-1011 AS REQD. PANEL INTERLOCK 6005—T5 — E8 1000—E-1018 AS REQD. INTERLOCK COVER 6063—T5 — E9 1000—E-1007 1/ MOV. PANEL TRACK 6005—T5 — E10 1000—E-1013 AS REQD. REINF. ASTRAGAL 6005—T5 — El 1 1000—E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 6063—T6 — E12 1000—E-9002 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 6063—T6 — E13 1000—E-1012 AS REQD. STD. ASTRAGAL 6005—T5 — E14 MGR-1014 AS REQD. 3-5/8" SILL RISER 6063—T6 OPTIONAL E15 MGR-1019 AS REQD. 4-5/8" SILL RISER 6063—T6 OPTIONAL G1 W71325NK AS REQD. TRI FIN PILE W'STRIPPING — ULTRAFAB G2 — AS REQD. COMPRESSION GASKET EPDM DUROMETER 70±5 SHORE A G3 — AS REQD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70±5 SHORE A G4 — AS REQD. WEDGE GASKET EPDM DUROMETER 70±5 SHORE A G5 E516 AS REQD. AIR SEAL GASKET SANTOPRENE ULTRAFAB G6 E238 AS REQD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB G8 — — 1/4" THK. FOAM PAD POLYETHYLENE — G9 — — AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE — G10 — — AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE — G11 — AS REQD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A Al — — ALIGNMENT CORNER ST. STEEL — A3 — — CORNER KEY 6063—T6 — L1 PS01-7002 — 2 POINT MORTISE LOCK & HANDLE — INTERLOCK L2 PS01-7102 — 2 POINT MORTISE LOCK & HANDLE — INTERLOCK L3 PS01-1005 — ADJUSTABLE STRIKER — INTERLOCK L5 — — LOCK RECIEVER 6063—T5 — M1 — 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS ST. STEEL/ACETAL FASTENED WITH (2) 12-24 X 3/4" PH MS M6 — AS REQD. PANEL GUIDES NYLON — M7 — AS REQD. PANEL GUIDES NYLON — S1 #12 X 1 1/2" 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS S2 10-24 X 1/2" AS REQD. INTERLOCK FASTENERS, AT 6" FROM ENDS AND 12" O.C. ST. STEEL PH TC MS S3 #8-18 X 1/2" AS REQD. LOCK RECIEVER FASTENERS AISI 304 PHILIP PH SMS S4 1/4-20 X 1/2" AS REQD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. LOCKS: SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK AT 38-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2" FH TC MS SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 8-32 X 2-5/8" FH MS SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2" FROM BOTTOM FASTENED WITH (1) #14 X 2-7/8" FH SDS AND (1) 12-24 X 1/2" PH MS FL #19092 • •• • •••••. • •••••• •••. • • • • •• •• ••.••. • • • • • • • • • • m Z 0 a. re v 0 0 u. J COMP -ANL\W15-83MG) • CO CO CO 01 N r` 0 0 J I- rn O .0) 0 47, U a) 0 T (1) 0 0 C ( CO N 0 T 0 L L L drawing no. W15-83 (sheet 11 of 12) • ••••• �• • ••••• • • •••• • • • • • . •••• • • • ••. • ••• • • FRAME TOP/BOTTOM CORNER PANEL TOP/BOTTOM CORNER ,06 FL # 19 0 9 2 • • • • •• •.••.• • •.:.. • • • • • ••••• •••••• • •• •• • • ••••.. . • • • • • • ••• • ei U CO 0 H m Z M • h O MNz oi 4 2 a Q a O wN�r) a. Nla xx r. 0 F Lt. O 8NC) v 8 ui ei O' o'-- M 8 O a..Oe orri O 0 I E cp re O trE•.' a W n0 • COMP-ANL\W15-83MG •.••.• •• ;, ' II 000000 V• to a Z„N ••..• • w. • 0••••• 6 3 •. o O • 4 0 • • •..Z..• q'•••.. 3 • w z N ix VI 0 - rr) CO en .4-r.) > CO 0 Q - (�3• L` 0 �Z 6,-n 00 o --IM 1 • N 0 W ,J M M 0 F 0 .5 a) 0 Q. 0 co Q) -o 0) 0 0 D 0 Ln co N I O U drawing no. W15-83 (sheet 12 of 12)