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WS-18-2254Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-8-18-2254 • rmiPettrit Type: WindawslShutters etonhjassffbatbon. Window/Door Replacem Pennit Status: APPROVED Issue Date: 8/31/2018 Expiration: 02/27/2019 Parcel Number Applicant 1700 NE 105 Street Number: 518 Miami Shores, FL 1122300500940 Block: Lot: THOMAS NOLAN Owner Information Address Phone Cell THOMAS NOLAN 1700 N. E. 105 ST. APT. 518 MIAMI SHORES fl 33138 Contractor(s) Phone BALCONY DOORS AND WINDOWS IN (786)287-4492 Cell Phone Valuation: Total Sq Feet: $ 10,000.00 14 Type of Work: REPLACE EXISTING SLIDING DOOR AND W No of Openings: 2 Additional Info: REPLACE EXISTING SLIDING DOOR AND W Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $6.00 $2.00 $2.00 $2.00 $120.00 $60.00 $9.00 $8.00 $209.00 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-8-18-68651 08/31/2018 Credit Card $ 209.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Structural In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Afikta Authorized Signature: Owner / Applicant / Contract r / Agent August 31, 2018 Date Building Department Copy August 31, 2018 1 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-000636-2018 Permit Number: WS-8-18-2254 Scheduled Inspection Date: October 15, 2018 Inspector: Riveron, Alexis Owner: THOMAS NOLAN Permit Type: Windows/Shutters Inspection Type: Building Final Work Classification: Window/Door Replacement Address: 1700 NE 105 ST 518 Miami Shores, FL Project: <NONE Contractor: BALCONY DOORS AND WINDOWS INC ALLEN HASBUN Phone Number: Parcel Number: 1122300500940 Phone Number 7862874492 Building Department Comments REPLACE EXISTING SLIDING DOOR AND WINDOWS WITH NEW IMPACT DOORS AND WINDOWS 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. October 15, 2018 For Inspections please cell: 305-762-4949 Page 8 of 18 2M) W'{'° BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC 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 ❑ ROOFING RECEIVED AUG 2 3 2018 FBC 2014 I^ Master Permit No. vS 18 2 2S L4 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: ! 76 6 %/ /�' ll, s--/-1� City: Miami Shores [-� County: Miami Dade Folio/Parcel#: /� ?,Z 3 f - . X1 "��L%o Is the Building Historically Designated: Yes Occupancy Type: V. Load: Construction Type: ❑ CANCELLATION Flood Zone: ❑ RENEWAL ❑ SHOP DRAWINGS zip: 3 313� DC.. BFE: NO FFE: OWNER: Name (Fee Simple Titleholder): OP/9/ X L t`v ttooih Phone#: =L / 700 ,f -/ ((J ' Ste- / /%- /7 57 7 City: M/4-14/ ^ ch 6 r.e f' State: ��- Zip: ? ?if( Tenant/Lessee Name: / Phone#: Address: Email: CONTRACTOR: Company Name:g4 /_rQ 4 j Vf \ Ci UJl yy Address: 6.6 City: A.A1 SV/i7 f State: n. Qualifier Name: ,-L t .t) /- ci S b p/ A % Phone#:7 ?K 7-4/ 449Z Zip: Phone#: 7 9 Zg' 7 4l 9Z State Certification or Registration #: Certificate of Competency #: to RSa �fv DESIGNER: Architect/Engineer: Phone Address: / City: State: Zip: Value of Work for this Permit: $ /01000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New 1�= Repair/Replace ❑ Demolition Description of Work: Pefl�L I St/,c OG S' / b i.LeS 1,09 f— 19-A //,1711 it'i°t) / V7D4-Gr :bt1't r"S d. l4 )��v auas . Specify color of color thru tile: Submittal Fee $ Permit Fee $ �° (A CCF $ CO/CC $ Scanning Fee $ Radon Fee $ 2 QO DBPR $ - Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 09 • 0,3 Structural Reviews $ 6 U • W (Revised02/24/2014) 7 Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this SIA day of !/— ,20 / ,by \\oswik.5, , who is personally known to me or who has produced 'Sjt.>�5(r(\r��t T1ykij as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: MADELINE ,•= MY COMMISSION #FF141134 ?+%°f EXPIRES July 13, 2018 (407) 398-0153 FioridallotaryService.com APPROVED BY (Revised02/24/2014) CONTRACTOR The foregoing instrument was acknowledged before me this day of A v9 vs t ` , 20 l d , by age Algs.4 A.) , who is personally known to me or who has produced IVOLS L i r cpAnS-e - as identification and who did take an oath. NOTARY PUBLIC: Sign:, Print: Seal: ******************* G4/'' Plans Examiner ,,!z;;av pia SUSEL HERNANDEZ 4 I.A , Notary Public - State of Florida uh4 Commission # GG 015538 =?,,�� 4 My Comm. Expires Jul 25, 2020 * „r,11,'l `*ttntrd't 'ttgl Idt11 MII st. ************ Zoning Structural Review Clerk 8/14/2018 Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-2230-050-0940 Property Address: 1700 NE 105 ST UNIT: 518 Miami Shores, FL 33138-2145 Owner THOMAS NOLAN Mailing Address 1700 NE 105 ST #518 MIAMI SHORES, FL 33138-2142 PA Primary Zone 4900 MULTI -FAMILY - CONDOMINUM Primary Land Use 0407 RESIDENTIAL - TOTAL VALUE : CONDOMINIUM - RESIDENTIAL Beds / Baths / Half 1 / 1 / 0 Floors 0 Living Units 0 Actual Area Sq.Ft Living Area 878 Sq.Ft Adjusted Area 878 Sq.Ft Lot Size 0 Sq.Ft Year Built 1965 Assessment Information Year 2018 2017 2016 Land Value $0 $0 $0 Building Value $0 $0 $0 XF Value $0 $0 $0 Market Value $127,142 $158,928 $122,252 Assessed Value $66,157 $64,797 $63,465 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $60,985 $94,131 $58,787 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $16,157 $14,797 $13,465 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description THE SHORES CONDOMINIUM APT 518 FIFTH FLOOR UNDIV .0087% INT IN COMMON ELEMENTS CLERKS FILES 64R-124472 Generated On : 8/14/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $41,157 $39,797 $38,465 Taxable Value $25,000 $25,000 $25,000 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $41,157 $39,797 $38,465 City Exemption Value $41,157 $39,797 $38,465 Taxable Value $25,000 $25,000 $25,000 Regional Exemption Value $41,157 $39,797 $38,465 Taxable Value $25,000 $25,000 $25,000 Sales Information Previous Sale Price OR Book- Page Qualification Description 12/01/2001 $102,500 20069- 4749 Sales which are qualified 08/01/1989 $0 14252- 1609 Sales which are disqualified as a result of examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimerasp Version: Owner's Name APARTME1'I1S WORK REQUEST APPLICATION Unit I hereby request approval from the Board of Directors for the following modification or alteration to my unit that will be performed by a licensed contractor. Electrical work Plumbing work Carpet installation _ _ **Windows Tile installation Other work Description of the work C�' `'�`T �� 5-G' /'rt � Ac 2 Q� GrA e P Before you decide to upgrade your apartment (other than paint or carpet) you must obtain 'permission from the Board of Directors and/or Miami Shores Village. A copy "of the plans, specifications and permits, and a description of the licensed work to be performed must be submitted for consideration and approval by the Miami Shores Village Building Department (305-795-2204). It is the owner's responsibility to ensure that the contractor removes all excess construction material or building debris. It cannot be placed in the dumpsters. **Window frames must be gray in color to look like aluminum. Windows must be Two (2) panels over Two (2) panels. Glass must be clear color. I, as the unit owner acknowledge responsibility for any damage to the building or personal injuries that may occur during the project. The Shores Condominium Inc. its officers and employees are in no way responsible for damage or theft to my apartment or my belongings. (A $200.00 deposit is required and will be refunded if no damage to the property is reported.) I fully understand and agree to the statements made above. Unit owner's signature Approved by: ® Date: 01 eCP S S &Art\ rr i Ov Date /r Ronda Department of State eoartment of State / Division of Corporations / Searth Records / Detail ev Document Number / D1Vial..}r; 0 CORPORATIONS Detail by Entity Name Florida Not For Profit Corporation THE SHORES CONDOMINIUM, INC. Filing Information Document Number 707621 FEUEIN Number 59-1095398 Date Filed 07/21/1964 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 06/27/2012 Event Effective Date NONE Principal Address 1700 NORTHEAST 105TH STREET MIAMI, FL 33138 Changed: 04/22/2000 Mailing Address 1700 NORTHEAST 105TH STREET MIAMI, FL 33138 Changed: 04/22/2000 Registered Agent Name & Address Jara & Associates, PA 10271 Sunset Drive Suite # 103 Miami, FL 33173 Name Changed: 01/24/2017 Address Changed: 04/12/2018 Officer/Director Detail Name & Address Title Treasurer STUBBS, PATRICIA 1700 NE 105 ST #211 MIAMI SHORES, FL 33138 Title P SAMMONS, CHARLES 1700 NORTHEAST 105TH STREET #301 MIAMI, FL 33138 Title Secretary Grable, Jane 1700 NE 105 ST #117 MIAMI, FL 33138 Title VP Weber, Michael 1700 N.E. 105 th St. #419 Miami Shores FL, FL 33138 Title VP Benavides, Jorge 1700 N.E.105 St #409 Miami Shores, FL 33138 Annual Reports Report Year Filed Date 2016 03/18/2016 2017 01/24/2017 2018 04/12/2018 Document Images 04112/2018 - ANNUAL REPORT 01/24/2017 - ANNUAL REPORT 12/14/2015 - AMENDED ANNUAL REPORT 03/18/20 i6 - ANNUAL REPORT 01/25/2015 - ANNUAL REPORT 04/02/20t4,ANNJ AL REPORT 03131/2013 -- ANNUAL REPORT g_Q/27/2012 -- Amendment 02/0912012 -- ANNUAL REPORT 01/27/2012 -- Reg, Agent Change 0ii19/2011 -- ANNUAL REPORT 09/27/2010 - Req,Agentii/5n s 05;0412010 - ANNUAL REPORT 10/14/2009 - Reg. Agent Change 06/15/2009- Reg, Agent Change View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF formal View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF formai View image in PDF format BALCONY DOORS AND WINDOWS, INC. 600 NE 36 ST. #1723, MIAMI, FL. 33137 08/15/2018 State of Florida County of Dade Before me this day personally appeared Alien Hasbun who, being duly sworn, deposes and says: That he will be the only person working on the project located at: 1700 NE 105 St. Apt 518 miami shores, fl 33138 Allen Hasbun Sworn to (or.affirmed) and subscribed before me this day of MAt9 2018 „11Vei"4a, SUSEL HERNANDEZ Personally known °`� ; Notary Public State of Florida r . • - Commission # GG 015538 r�� My Comm. Expires Jul 25. 2020 Or Produced identification �1 oc F d:'� Bonded through National Notary Assn. Type of identification Dr Jens L i cevtse. ` S e-C C�I u1 ovk 2 f Print, type or stamp name of notary �/ �" Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation 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 lc) By -11-\(n (T \-\ I \ Notary: SEAL: day of ,20 qj . who is personally known to me or has produced as identification. 41',,Yave�., BRIANPINEIRO _` `�' " •f . Commission # FF 962770 " .o,` Expires FebrOary 21, 2020 -''Fot 1,�°' Bonded Thril Troy Fain Insurance 800-385.7019 Miami Shores Village Building Department 10050 rstE.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7.95.2204 Fax: (305) 756.8972 •,fix 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: Qualifier/Own r Signature ' : '' ALLe,J-ks'/ U e/ ate Print Name IVI iaifii Shores Viiiage Building Depart ; nt 10050 N.E.2nd enue Miami Shores, Flori• 33138 Tel: (305) 5.2204 Fax: (30 ; 56.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTE f: . Permit application must be accompanied.by: ❑ Two (2) copies of drawing of the building, showing location of the ndows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the require s , "formation. (NOA approval number, size of each opening, (width and height), opening ,¢ sign pressures, and design pressures for each component taken from the individual ,. I A, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade Cty approved NOA for each different components being installed. (Windows, Doors, M ,9; 'ons, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, serf on 706.4 Replacement of windows and doors. The replacement of garage doors, e ;''ior doors, skylight, operative and inoperative windows shall be designed and construct to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protectio r�" ception for High -Velocity Hurricane Zones. For one -and two-family dwel : %gs constructed under codes prior to September 1, 1994, the replacement of;terior doors with glazing, sliding glass doors, glass patio doors, skylig and operable and inoperable windows within any 12- month period shal of be required to have opening protection provided the aggregate area of th lazing in the replaced components does not exceed 25 percent of the aggreg. ," area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom 1 have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner i ,+ . ing the work, include the Owner Builder Disclosure. ❑ Require pections: Buck (if greater than 1 x), Framing and Final. THE ABOV V!• EQUIREMENTS ARE FOR EXACT RETROFIT ONLY. WINDOWS, DOORS AND SHUTTERST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE N ' ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised /22/2009;1 1/17/2014 RECENED AUG 2 3101 dhiPt The Shores Condominium Apartments 1700 NE 105 St. apt 518 Miami Shores, FI.33138 MG 1000 sliding glass door Fl.19092 Pressures: +120/-140 Required Pressures: +59.4/-73.1 OXO, clear anodized, clear glass, full view Glass type C1 Mr. Glass Model MG2 Fl. 20352 Single Hung Window Design Pressures: +80/-140 Required Pressures: +59.4/-73.1 Glass type Bi .... Clear Anodized frarme, clear glass, 2/2 • • • • .. . .. . . . . ..• . . . • .. . • • . . • .. • • .• . . • .• .. . . . • • Press: +103.1/-103.01 Req. Press +59.4/-73.1 • 1 ELEVATIONS 1700 NE 105 ST APT 518 MIAMI SHORES, FL 33138 Mr. Glass Model MG-1000 Sliding Door FL 19092 Pressures +120/-140 clear anodized frame, dear glass, full view Small Missile Impact 83 • . ..• • . . .•. .• . a• . •. .. . •• • • . . •• • . •. • . . • • • • • • • • • • • . . . . . • • . .• • • •• • • 37. •. • I. . • •.• ••. . • •. . . . • •• • _ • • . • .• . • • ••• • ..4. . . • • 1' C. • • •. ... . . ••••• . ,• . . .. • •••••.. 41 50 152 Mr. Glass Modell MG200 Single Hung FI. 20352 Window Pressures: +90/-140 clear anodized frame, clear glass, 2/2 Small Missile Im pact Page 1 of 1 SITE SPECIFIC WINDLOAD CERTIFICATE AL-FAROOQ im CORPORATION 9360 Sunset Dr. I STE 220 I Miami, FL 33173 I T. 305.264.8100 I F. 305.262.6978 I www.afceng.com alfarooq@afceng.com Project Number: 86260-6046 Date Requested: 6/30/2018 6:34:10 PM Client: Allen Hasbun BALCONY DOORS & WINDOWS, INC. 600 NE 36 ST #1723 MIAMI, FL 33137 Mailing Address: Allen Hasbun BALCONY DOORS & WINDOWS, INC. 600 NE 36 ST #1723 MIAMI, FL 33137 Project Address: 1700 ne 105.st Miami shores FL 33138 Job Name: Apt 518 •• a Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category D Roof Type Flat Mean Roof Height 50.00 ft Elevation of Opening 50.00 ft Least Horizontal Dimension N/A General Calculations Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 1.27 Velocity Pressure Coefficient (Kz) 1.27 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 84.7 psf Velocity Pressure (Qz) 84.6 psf Gcp Zone 4 +0.90, -0.99 Gcp Zone 5 +0.90, -1.26 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate Toads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. © 2018 , Copyright AI-Farooq Corporation Wind Load Analysis for components and cladding with • • impact protection as per specifioatien of ASGr6 7-10•& 2017 • • FBC. •.•. • • • • • • • .• • • . • • • • • Design Wind P►Es;saies (PS.7 Trib. Area (ft 2) 10 Zane 4.. +54.9• • • • • • • ••.. .•• -73.'h • ZONE 4 Cl ZONE 5C • • • • •• • •• • • d=10% OF LEAST HORIZONTAL• DAM ENSIGN •• • HEIGHT "H" FOR FLAT ROOF IS THE PEAK HEIGHT OF THE ROOF •- • `s w Valid Only with Engineer's Seal CAN (EB) #3538 • 7/2/2018 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D F.L_0352i Date: 04/15/2016 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84TH STREET, MEDLEY, FL 33166 Model Name: SERIES.MG=200 ALUMINUM SINGLE-HUNGWINDOW 3 Maximum Width: 53-1/8" Maximum Frame Height: 96" Maximum Load: +80'135F, -140 PSF (Large Missile Impact)Th Installation Drawings # W16-20 .... • • ... • • • • • •• . .. • • • . • • •. . ...• This product complies with the High Velocity Hurricane Zone (HVHZ) testing Geqtiirements. •.. 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-02/TAS-202) TL o - sDECRIPTIII& l'tF -, T ST t0CATIL,�`"a' }I:4 TEST RPORTr, � TEtai Ft$f\0k R t Tedf� . ASTM E283 Air Infiltration Leakage Fenestration Testing Laboratory, Inc. 03/11/2016 FTL-8827 Idalmis Ortega, P.E. ASTM E331 OR ASTM 547 & TAS 202 Water Penetration Fenestration Testing Laboratory, Inc. 03/11/2016 FTL-8827 Idalmis Ortega, P.E. ASTM E330 & TAS 202 Uniform Static Air Press. Fenestration Testing Laboratory, Inc. 03/11/2016 FTL-8827 Idalmis Ortega, P.E. ASTM F 588 Forced Entry Fenestration Testing Laboratory, Inc. 03/11/2016 FTL-8827 Idalmis Ortega, P.E. • • • . • • • 9360 Sunset Drive, Ste 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I alfarooq@afceng.com A Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) v. t, T ST `� "*t - EStRIPTION . TEStLO AT Ot( .� �'�REF►iC3l�T :":. TEST • , - Tr3st; ' 4 "K k1 '' �. ' % fix.,. ., n r p �' } x s_ DATES. 4' r REPO T# i . yy F Dk } ., nSe t+ d:l 1 ' FBC 1626.2 Large Missile Fenestration. Testing 03/11/2016 FTL-8827 Idalmis Ortega, P.E. (TAS 201 & Impact & Laboratory, Inc. 203) Cyclic Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: .,,,nisi,,,, No 70592 F.-0 121' ST OF u/: • • • Javad Ahmad PE # 70592 �'� ' ,� �' AI-Farooq Corporation EB # 3538 'ass 0NAt E se..,-l.eaa 1816 • .••• •• • • • • • • • •• •• • • • •• • • •• • • • • • • • • • • • •• • • •• • •• • 9360 Sunset Drive, Ste 220 I Miami, FL 331731 T: 305.264.81001 F: 305.262.6978 I www.afceng.com ( alfarooq@afceng.com F.SHUrILRS ARE NO) RLOUIRLU • .• ••• • . • .•• •. •• • • •• • •• •• • • • • • •. •• •• •• • . • •• • • •• •••• •• •• • • •• •• • •• •• • • --- • • • • • • • • • • • • • • •• • • • • • • • • • • • • •• • • • . •• • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • •• • • • • • • • • •• • • • • • • • • •• THESE WINDOWS .ARE•RATED FOR 1LARGE & SMALL'MISS!_E�84PACT:i. SERIES ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIOE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONOITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. 12 x a a 6" MAX. HEAD/SILL CORNERS 53 1/8" WINDOW WIDTH 46 3/4" 0.1.0. (FIX. LITE) 20 I/2- MAX. -^T HEAD I FALSE MUNTINS J --(SURFACE APPLIED) MAY BE USED C 0 82 { ci SILL ANCHORS / NOT REOUIRED-Y FOR L0A05 UPTO 80 PSF 14 20 1/2` MAX. SILL 46 3/4" D.L.O. (VENT) 49 3/4" VENT WIDTH TYPICAL ELEVATION TESTED UNIT IS GENERIC ANC DOES NOT PROVIDE INFORMATION FOR A 517E SPECIFIC i PROJECT; I... WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. i B- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND! INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PR000E0 HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED C- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. } D- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED I ENGINEER OR ARCHITECT WHICH mu BEGONE TIE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPERi USE OF THE P.E.D ENGINEER OF RECORD, ACTING A5 A DELEGATED, ENGINEER TO THE P.E_0. ENGINEER SHALL SUBMR TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. 1 E- THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAT. AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT, ON THIS DOCUMENT. ADDL. ANCHOR AS RECD. r'SEE CHART FOR CAPACITY Y to I u Z a aep,, otiio oo�T pQoo8 0.31E lzkLoN 4 INM a Lu cn 2 305) 470-8285 W16-20 (sheet 3 of $ 1 --3/16" HEAT STREN'O. CLASS \\`1 090" Intortoyer SentryGIos �By 'Kuroray Americo, Inc.' \ 1 1 3/16" HEAT STREW°. GLASS \ t /,00w 795 SILICONE A 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'A' 7/16` OVERALL LAM. CLASS 1/8" TEMP, GLASS C \ `--1/4' AIR SPACE \1 \\ 3/16" HEAT STREN'D. GLASS \` \ 090" Intertoyer \ ; SentryGlos By Kuroroy Americo, T-3/16' HEAT STREN'D. GLASS \1 SILICONE L\.l 1 l rDOW 795 Z N • N co cc AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 7/8" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • • • • • --1/8' HEAT STREN'D. GLASS tl90" Intdlloyer • • • • • Autic8l•PW • • • •• • • •By •Kurarey • Americo, Inl.' • • • • • • r•i/A' H!AT STReN'D. GLASS • • • • i.•I • ••• • ••• • SILICONE r00Yr 795 • • • •• ••• •• • • • •\, • • • • • • • • \o • • • • • • • • • • • • • • AT 1/4 POINTS ON LITES DER THAN 36" ONLY GLASS TYPE 'D' 5/16" OVERALL LAM, GLASS \ 1/4" AIR SPACE \ � ` 1/8" HEAT STREN'O. GLASS �.090" Inlerlayer \ Butacite PVB •\ By Kuroroy Americo, Inc. ` 1/8" HEAT STREN'D. GLASS \ \\ \�' r DOW D796 1/4" AIR SPACE CONSISTING OF; SPACER: 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT' SILICONE DOW CORNING 791 GE 2000 OR 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' Sealesi4-j &16 FL #20352.1 -T(; ONAi ;, tuu1111\-• g Z o 18(5oI N O I W ' drawing no. L W16-2o (sheet 2,of ,Q'! EQUAL LITES WINDOWS NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPES 'A' k 'Al' GLASS TYPES 'R' k 'R1' WIDTH I HFIGHT EXT.(+) I INT.(-) EXT.(+) INT.(-) 19-1/8' 26-1/2" 60.0 I 1400 80.0 ...:._..140.0 _.~80.0I.,- 80,0 80.0 80.0 ..� 30" 37' 45' 53-1 /8' 38-3/8" (4) 80.0 140.0 80.0 1400 800 ! 140.0 80.0 I 140.0 800 80.0 800 80.0 800 80.0 800 80.0 19-1/8" 26-1/2" 39" `/ 50-5/8" 800 ! 1400 80.0 I 140.0 80.0 140.0 800 80.0 80.0 80.0 80.0 80.0 C37:- (6) 48' 53-1 /8" IC80,0 `._ 14001r 80 0 140.0 60.0 140.0 800 80.0 80.0 80.0 80.0 80.0 19-1/8" . 80.0 140.0 800 80.0 26-1/2" 30" 37" 48" 53-1/8" I 63" . (6) 800 ! 140.0 80 0 140.0 80.0 140.0 80.0 140.0 800 140.0 800 80 0 80.01 80.0 800 80.0 80.0 80.0 80.0 80.0 19-1/e' 26-1/2" 30' 37' 49" 53-1 /8" 74-1 /4" (8) 800 1400 80.0 1400 80.0 {{I 1400 80.0 i 140.0 80 0 T 14D 0 80.0 129.6 80.0 80.0 _ 80.0 _ 80.0 80.0 � 80,0 800 80,0 80.0 80.0 80 0 80.0 19-1/8° 80.0 ' 140.0 130.0 . 80.0 28-1/2" ! 30" 76" 37" (8) 80.0 I 140.0 80.0 140.0 80.0 140.0 80.0 80.0 80.0 1 80.0 80.0 , 80.0 48' 80.0 G 140.0 80.0 ,`0.0 53-1/8" 80.0 1 128,5 80.0 I 80.0 19-1/8" 26-1/2' 30 84" 37 i (8) 48' 53-1/8" ' 80.0 ' 140.0 800 1400 ... 800 1400 800 1400 80.0 �140.0 l...._ ... 80.0 124,7 - - _ - - _....._...... - - ...., _.. - ... - 19-1/8" , 26-1/2" . 30' I 90" 37' (8) 48" I 53-1 /8" I 80.0 I 140.0 80.0 I 1400 80.0 1 140.0 800 ` 1400 80.0 I 140.0 80.0 , 123.1 - - - - - - - - - - - - 19-1/8" 26-1/2" 30" 37' 48' 53-1/8" 96" (8) 80.0 I 140.0 80.0 I 140.0 80 0 140 0 80.0_ 140 0 80.0 1a00 80.0 I 1224 - - -- - - - - - - 53 1/8_J 74 1/4" 53-1/8" 76 51 1/8",[ 84 53 1 /8" I 90" 53-1/6" pc80.0 800 L.. 1400 800 1400 800 1 1460 80.0 i 140.0 ! 1a00 - - - - - - - J ti p 01 S • • ••• • • • ••• •• •• •• •• • •• •• • • • • • •• •• •• •• • • • • • • •• ••• •• • •• • • •• •• • • • • • • WIDTH / • • • • • • • • • I • • • • •• • • • •• • • • • • 01 • •I EQUAL LITES>-••=ot. • IUNEQIJAL, LITES WINDOWS DESIGN LOAD CAPACITY - PSF • • • • • GLASS TYPES • FLANCIE DIMS• • +1' y 'A1' ••WIDTH•. I#IGNT• EXT(') 1NT.(-) 19-148" • • 840_!.._._ 140.0 ►ft-1/i I • • • 80.0• + 140.0 37' . 80.0 1 140.0 40' 1 800 1 1400- y 8 436 • • • • 49880 I 140.0 ... 80.0 140.0 • 506 • I • 8090 I 140.0 `•52: :•• •itr0 t 1400 53-1/8" ' 80.0 I 1400 19-1/8' 80.0 I 140.0 26-1 /2" I 80.0 r 140.0 37' 1 800 I 140.0 40" 174 1/4 800 ! 1400 43" ; (8) 80 0 1 140.0 48' 1 80.0 1 140.0 50" 80.0 I 140.0 52" 80.0 ; 140.0 19-1/8" i 800 ; 140.0 26-1/2" 800 1 140.0 37" - 80.0 ' 140.0 40" i 76 80.0 11..... 140,0 43" (8) __ 80,0 ! 140.0 48' 80.0 140.0 50' 80,0 I140.0 19-1/8 80.0 L 140.0 26-1/2" 60.0 140.0 37" 64" `80.0 140.0 40" (6) 80.0 - 140.0 43' 80.0 1 140.0 19-1/8" 800 ' 140.0 26-1/2' 1 90" 80.0 ..._I 140.0 37" (9) 80.0 t 140.0 .. 40" j 80.0 r 140.0 19-1/8" 80.0I 140.0 96' 26-1/2" 80.0 140.0 (9) 37" 80.0 140.0 I x WIDTH U �ZF z UNEQUAL LITES (ORIEL TYPE) UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES FLANGE DIMS. 8' k 1811 WIDTH I HEIGHT EXT.(+) 1 INIX- ) 19-1/8" I 80.0 80.0 26-1/2" I -_ 80,0�1 80.0 30" 80.0 80.0 32" 80.0 _ 50-5/8' 36" � ,800 _ 80.0 I 80.0 37" (8) 80.0 80.0 46' 1 80,0 80.0 48" i 80.0 _ 80.0 53-1/8" ' 80.0 80.0 19-1/8' 80.0 80.0 26-1/2" 80.0 80.0 30' _ 80.0 80.0 32- 6J" 80.0 80.0 36' (6) 80.0 1 80.0 37' 80.0 80,0 46" 80,0 80,0 19-1/8" 60.0 60.0 28-1/2" 800 80.0 30' 74-1/4' 80.0 800 32" (8) .,., 800 _ 80.0 36' 80.0 80.0 37" 80.0 80.0 19-1/8' 80.0 80,0 28-1/2" 80.0 800 76• _....._........_._.L._...._.�.. 30" 32" (8) 80.0 , ............................_.._._......... 80,0 80,0 _ 60.0 36' 80.0 80.0 19-1/8" 80.0 800 26-1/2" 84' 80.0 80.0 30' (8) 80.0 80.0 32" 80.0 80.0 (3 01 x a 6. a 7d 0 2 UNEQUAL LITES (ORIEL TYPE) FL #20352.1 Sealed4,18-16 i1l11.iiiii • 1}GEN3F 70592 'ttt1 11 0 IIN tBY WOOD BUCK \ • t3 ) EXTERIOR 0 a= 22 r TYPICAL ANCHORS d FOR SPACING I. I , i EDGEDiST. OPTIONAL TO SPRING LATCH a: . EDGE' DIST. " TYPICAL ANCHORS REDO. FOR LOADS `- ABOVE 60 PSF ONLY SEE ELEV. FOR , SPACING 2 • • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• • • •• • • • • •••••.. • 0 e • • • A • • • • • • • • • • • • • • • • EDGE DIST •• • • • • •• • •• • •• ••• 4 4.• • • • •' • • • :MIN •� • ••• ••••• • • • • • • • • • • • • •• ••••• • • TYPICALT,NCHQRS SEE ELEV. FOR SPACING WEEPHOLES; TYPICAL ANCHORS SEE ELEV.- FOR SPACING METAL STRUCTURE F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL EDGE DIST. .TYPICAL ANCHORS SEE ELEV.- FOR SPACING 1 WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM IAND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICA,L,AN FLORS; SEE ELEV. FOR SPACING W1 = 1-1/2" X 5/16" WEEPHOLES AT 5-1/2" FROM EACH END i1%4" DIA. ULTRACON BY 'ELCO"'(Fu=t77 KSI. Fyn155-KSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO W000 (HEAD/SILL/JAMBS) fTHRU'1BY'BUCKS INTO CONC-OR MASONRY 1j/4":MIN " EMBED INTO CONCRETE. (HEAD/SILL/JAMBS) tr1- 1/4" MIN._ EMBED . INTO -MASONRY.(JAMBS) DIRECTLY CONC. OR MASONRY 1-1/2" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS ALUMINUM : 1/5" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. EDGE OIST. 1BY WOOD BUCK • TYPICAL ANCHORS \ REGD. FOR LOADS "-ABOVE 80 PSF ONLY SEE ELEV. FOR SPACING WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS rc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. Sealed 4-18-16 ENs FL #20352. I J`V 011 of HI C 0 1 CI 1 ^I 1ii 2. 01 1vlt drawing no.l W16-20f sheet 4 of 8 1 1/4* MAX. SHIM 4444. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • • •• • • • • ••• • • • • • • • • • • •• • • •• • • • • •• • •• •• • •• • • • • • • • • • • •/416 MAX. • • • • • • • —•I -�'�j M5 • • •••• • ••'•r •• • • • • • •• • • Ill ••• J EXTERIOR D.L. OPG. • •• • • • ;, •' • . TYPICAL ANCHORS r-- SEE ELEV, FOR SPACING /y 9 1/4• t. 1BY / WOOD BUCKS_. TYPICAL. ANCHORS " SEE ELEV. cOR SPACING WINDOW WIDTH F.B.C. APPROVED MULLION SEE SEPARATE APPROVAL. \ I' I II II 1 ( 1 WINDOW WIDTH II II 11 IW1- 1 1 O N ' W 18 1 1. TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH I TYPICAL ANCHORS ,-- SEE ELEV. /! FOR SPACING I 1%4' MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV.` FOR SPACING• FL #20352.1 Sealed 4-18-16 • n 1 1 1 n 1 • I drawing no. l wi s-20 ) (sheet 5..of.8. ALT. TYPICAL ANCHORS 1 SEE ELEV. — FOR SPACING TYPICAL ANCHORS SEE ELEV.—t FOR SPACING /0 g 4 • • ... • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• • •• •• • •• •• • • • • • •A•T•1 • • »�DGP QI( !. • • r STRICTURE • • • • ._.`.!__..••_ • • • • • • • • • • • • • • • • • •d• • • ••7ga3 •♦ • •t• • ' • �� •\ N • • • • • •i • \• OOO • • •• • • . • • • ••• •• TYPICAL ANCHORS SEE ELEV. -- FOR SPACING F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL TYPICAL ANCHORS SEE ELEV.--1 FOR SPACING 1 /4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV.-,\ 1 FOR SPACING 4 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ALT. FL #20352.1 Sealed 4-18-16 IIIO !(iii _. Y."410ENSicYn No. T03S2 NAL -49 Ii `iI < drawing no. 1 W16-20 sheet 6 of 8 • • • ••• • • • • • •• •• • • • • ••• • • • ••• •• •• •• •• • •• •• • •• • • •• •• •• ••• • • • • 1.676 2.848—___--'"'� 090 Sp¢ 1 i 189- 4 2? 10- FRAME HEAD 874 .094 -- 2.063 1-1 1,409 FIX. MEETING RAIL 2.844 I j. r - 1.502 FRAME JAMB 1.189 1.625 M. -1,403 -.« -078 2.406 .062 I TIP. 1..-1.189 - 5` VENT TOP RAL 1.189 r_ 1.496 -- 1 -1.875 • .062 1YP. -w .715 14.-- (7) VENT SIDE RAIL r 078- -� 1.421 985 i_._ 4 _i 1.029 L.- (3) SPRING LOADED LATCH • ••• • • • • .•• ITEM # PART # RE00. DESCRIPTION MATERIAL MANE./SUPPLIER/REMARKS 1 MO201 1 . • • •i• 2 • MG2•2 1 • • • • • • •- •• • • • • • • . I • M1,263 • • , • • • 4 • k4112040.... I • • • • • • •- - • -. • ♦ _ ._.. • • • • • • 5 • • • MC205 1 6 MG206 1 VENT BOTTOM RAIL L_ .500 2.786 2•672 062 -� 1101 FLUSH FRAME ADAPTER .090 FRAME SILL 7 M6207 2 `- • • • • • • • • • •--$4 208 AS ROD • • • + • c • _•_ • • • • • • • ! •.. ._.._.._4 40209 AS R00 • A MS210 -- AS ROD. —• • • • • • • • • • • • • ............... 2/VENT 10 MG212 AS REOD. r -�I -r .781 050 .865 t _L LLogoJ .458 .78 1 ,050 1.096 t .865 •781 ncn .865 I-1.096-+ GLAZING BEADS 11 12 51203P 12A•8 X 5/B 2/2/ LATCVENTH .__. 13 MC211 2/ VENT .__...13A _.._..__... 2/ LATCH 14 #10 X 1 AS REOD. 16 E202 AS RECO 18 W7323114K0009 AS REDR 19A MG221 2/ VENT 19B MG222 2/ VENT 191 #6 X 5/8 1/ GUIDE 20 SLL-14A 044 2/VENT 20A `~ #10 X 1-1/4' 1/ BALANCE 22 23 2/ LITE ..__ 24 2 FRAME HEAD FRAME SILL FRAME JAMB FIXED MTG VENT TOP RAIL VENT BOTTOM RAIL VENT SIDE RAIL .._ _ GLAZING BEAD (5/16" GLASS) GLAZING BEAD (7/16" GLASS) GLAZING BEAD (INSUL. LAM GLASS) SASH STOP FLUSH FRAME ADAPTER SWEEP LATCH LATCH INST. SCREWS SPRING LOADED LATCH LATCH SPRING FRAME & VENT ASSEMBLY SCREWS GLAZING BEAD BULB SIDE RAIL FIN SEAL W STRIPPING VENT BOTTOM GUIDEy VENT TOP GUIDE SASH GUIDE INST. SCREW ULTRAUFT SPIRAL BALANCE BALANCE INST. SCREW 5/16 BOX SCREEN SETTING BLOCK AT 1/4P01NT5 HI -FLOW WEEPER 6063-T6 - 6067 T6 6063-76 - 6063-T6� - 6063-T6 6063-76 6063 T6 6063-T6 - 6083-T8 6063-T6 6063-18 6063 T6 - ZAMAK SULLIVAN & ASSOC_ 5T. STEEL OH SMS 6063-T6 ALTERNATE 70 SWEEP LATCH ST. STEEL CRS PH SMS .__._ ... .. .,. NEOPRENE ULTRAFAB ULTRAFA8 CELCON M&M PLASTICS CELCON M&M PLASTICS CRS FH 5M5 TYPE B CALDWELL OH SMS TYPE B OPTIONAL EPOM DUROMETER 80±5 SHORE A PREFERRED ENGINEERING PR001KT5 Sealed 4-18-16 .8 . 1,..... %\ !� • • 44 7DER2 ~�'� FL #20352.1 7:4-3A't 7lilllii drawing no. W16-20 8! %eheet.,.7.._P.,t.,.. . VENT TOP CORNER VENT BOTTOM CORNER • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••••• • • • W • • • • • • • • • ••• • • • • • • • • • • • • • • •• • •• • • 04/ j•• • v• • • • • • • • " • • FRAME TOP CORNER FRAME BOTTOM CORNER FL #20352.1 R3 I irime I drawing no. W16-20 I -sheet 8 of 8 VENT TOP CORNER VENT BOTTOM CORNER • • 0460 • • • 000 SO 00 • • • 0* 08 • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • SOO 0 0 a q re ,7i, • • • , • • • • • • • • • • • • • • • • . • ilio • • • • • 1 iir • • • • • • •v • • • • floi•li • FRAME TOP CORNER EBAMEBOIMILMENEti Sealed 4-18-16 4...• • drowing no. W16-20 i—sheet 8 of 8 k1111 AL-FAROOQ CORPORATION IIII• i CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: MG-1000 `SL"IDING.GLASS.DOOR �- Maximum Panel Width: 60" Maximum Frame Height:120" Maximum Load: +120 PSF,--140-PSF'(Small'Missile'Impa Installation Drawings # W15-103 (PI190_92 Date: 02/01/18 ...• • • . • •• This product complies with the High Velocity Hurricane Zone (HVHZ) testing muirements:: •:. The above maximum parameters do not occur simultaneously. • See installation drawings for combination of span vs Toads. • • •: • • ; • • • • Comparative analysis used X Yes _ No • • • • Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/tAS-702) • • • • TEST DESCRIPTION TEST REPORT' TEST _ ,Teat TEST LOCATION , REPO Wed*- ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 8595. • :Idalmis mis Ortega, P.E. , Leakage Laboratory 10/23/2015 8599 IdalmisLLfegg, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E331 Water Fenestration Testing 10/23/2015 8595 Idalmis Ortega, P.E. OR ASTM 547 & Penetration Laboratory 10/23/2015 8599 Idalmis Ortega, P.E. TAS 202 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8595 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory 10/23/2015 8599 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8595 . Idalmis Ortega, P.E. Laboratory 10/23/2015 8599 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) 'TEST ... DESCRIPTION ,. d . , S T A 1ON; o TEST REPORT `- ` DATE TEST REPORT if Test f, `Sealed,aY.. Idalmis Ortega, P.E. Idalmis Ortega, P.E. Idalmis Ortega, P.E. FBC 1626.3 (TAS 201 & 203) Small Missile Impact & Cyclic Fenestration Testing Laboratory 10/23/2015 10/23/2015 10/25/2015 8595 8599 8594 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 ,,`,,,JpD AH ,�,.,, 4. )P;.CEN 40 zi.;%�NO 70592.- o: sr of �- -,�F(1�n• D R %DP 6\4 '0i �' /6.44 ':,,,, �: ' '� • Lu Sealed: 2/5/2018 • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • • •• • • •. • • •• • • • • • • • •• • • • • • • • •• •• •• •• • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • • 1235 SW 87"' Avenue I Miami, FL 33174 I T: 305.264.8100 I F: 305.262.6978 I www.afcene.com I alfarooaPafceng.com • • ••• • • • ••• • •• •• • • • •• • • • • • •• •• •• • • • • • • •• •••• •• • •. • • •• •• • • •• •• • • • • • • •• •• • • • • • • • • •• • •• • • • • ••• • •• • • • •• • •• • • •• • • • . • • • • • • • • • • • • • • • • - - --- • • • • •' �- .�, 4 11M�11 f� Io DESIGN LOAD CAPACITY - PSF NOTE: GLASS TYPES 'C, 'CI', 'D. & 'DI' GLASS CAPACITIES ON THIS SHEET ARE STD. ASTRAGAL REINP. ASTRAGAL TS1\ BASED ON ASTM E13009 (3 SEG.. U," • • • • • . • • AND FLORIDA BUILDING COMMISSO AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 2048300 FAX (305) 2626978 COMP-ANL\W15 PANELAMERAGE DOOR FRAME JAMBS WITH OR w/0 ANCHORS JAMBS WITH ANCHORS DECLARATORY STATEMENT DCA05-LqC-2S� •• • • MBES DRDN3 EXT.(+) INT.(-) EXT.(+) INT.(-) • • INSTRUCTIONS: 30 100.0 100.0 120.0 140.0 - - • - - - - . - • - • USE CHARTS AS FOLLOWS. 36 100.0 100.0 120.0 140.0 42 82-7/8 100,0 t00.0 120.0 140.0 STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE 48 100.0 100.0 120.0 140.0 USING APPUCABLE ASCE 7 STANDARD. 54 88.9 88.9 106.7 124.4 STEP 2 DETERMINE 000R CAPACITY FROM TABLE ON SHEET 1 60 80.0 80.0 96.0 112.0 FOR THE GLASS TYPE USED. 30 100.0 100.0 120.0 140.0 STEP USING CHARTS ON SHEET 4 SELECT HEAD ANCHOR OPTION 36 100.0 100.0 120.0 140.0 WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 91 STEP 1 ABOVE. 42 84 100.0 100.0 120.0 140.0 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 48 100.0 100.0 .. 120.0_ =140.0 SIP 4 SHALL APPLY TO ENTIRE STamM. C54 88.9 88.9 . 106.7 = 124.4 STEP 0 FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 8 60 80,0 80.0 96.0 112.0 DETERMINE MIN. AND MAX. GAP DIMENSIONS. t---) 30 100.0 100.0 120.0 140.0 � MG-1000 ALUM SIDING GLASS 000R MR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET MEDLEY, FL 33166 L. TEL (305) 470-8284 FAX (305) 470-8285 36 100.0 100.0 120.0 140.0 _ ---- ___ THESE DOORS ARE RATED FOR SMALL MISSILE IMPACT. 42 90 100.0 100.0 120.0 140.0 1 F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED FOR_ 48 100.0 100.0 120.0 140.0 1 INSTALLATIONSUP TO'30 FT. -OF GRADE. 54 88.9 88.9 106.7 124.4 SHUTTERS NOT READ. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE. 60 - - 96.0 112.0 3o 100.0 100.0 120.0 140.0 SERIES MG-1000 (S,M.1. 36 100.0 100.0 1200. 140.0 ALUMINUM SLIDING GLASS DOOR 42 100.0 100.0 1200. 140.0 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 48 98 100.0 100.0 120.0 140.0 REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE 54 88.9 88.9 106.7 124.4 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 80 - - 96.0 712.0 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS 30 100.0 100.0 120.0 140.0 TO THE BUILDING STRUCTURE. 38 100.0 100.0 120.0 140.0 ANCHORS SHALL 8E CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS 42 100.0 100.0 120.0 140,0 AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE 48 100.0 100.0 120.0 140.0 MATERIAL SHALL BE- BEYOND WALL DRESSING OR STUCCO. ©1=1111 == ~ED TO 2017 MC IIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIMMI,. 50 102 _ - 115.2 134.4 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. 52 - - 110.8 129.2 AU. SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. 54 - - 106.7 124.4 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT 56 - - 102.9 120.0 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 30 100.0 100.0 120.0 140.0 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION 36 100.0 100.0 1200. 140.0 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY 42 100.0 700.0 120.0 140.0 OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. 48 108 100,0 100,0 120.0 140.0 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, 50 - - 115.2 134.4 AND TO BE REVIEWED BY BUILDING OmCIAL. 52 - 110.8 129.2 MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION 30 - 120.0 140.0 IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 36 120.0 140.0 42 114 120.0 140.0 FL #19092 48 120.0 140.0 50 - 115.2 134.4 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE ANDINSTALLAT 0011111///// \�\\p rRY/q// 30 - 120.0 140.0 PROVIDED I HE/SHE DOES ON OF THIS RNOTCDEVOATT E FROM ON THE C CONDITIONS DETAILIS PRODUCT LEED St...000"E14` ••;V///i 36 - 120.0 140.0 ON THIS DOCUMENT. ♦♦♦\\ •• 42 120 - 120.0 140.0 B- THIS PRODUCT EVALUAT10N DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. Z �• No'2 48 - - 120.0 140.0 C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED = ? * - EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR DOOR FRAME WIDTH CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS AVERAGE PANEL WIDTH 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.O. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE 7 ilIFI� !" ''�J. r% •• N'' drawing no. W15-103 SEE SHEET 6 FOR TWO PANEL (XX) DOOR LIMITATIONS. NUMBER OF PANELS SPECIFIC DRAWINGS FOR REVIEW. 0- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. ♦♦ \ it.4 •�•,A �r' \♦ //// ®IiA` L1\\\\ (sheet 1 of 1',�) Sealed: 2/5/2018 1/4" HEAT STREN'D GLASS .060" Interayer Trostfol PVB By 'Kuroray America, Inc.' 1/4" HEAT STREN'D GLASS maltitto , AT /4 POINTS ON UTES J� WIDER THAN 36" ONLY SILICONE DOW CORNING 795 DOW CORNING 995 GLASS TYPE 'C' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. CLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS 060" Interlayer Troelfol PVB 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 'CI' n • • ••• • • • ••• • • • • • • • • • • o • • • • •• •• •• • • • • • • • • ••• • • . • • •• • • • •• • • • • 000 • • • • 000 • • • •le• • • • • • • • • • • • • • • •• • • • • • • • • • • •• • • • • • • • •• •• •• •• • • • • 1/4" HEAT STREN'D GLASS .060" InletaYer Soflex r Andle tmr • • • • • • • By 'Eastman Chine C •• • • • • • • •• • 1/4" H4T :rREB'D;LAO • • • • • ••• • •• • • • • • oleo •• • • --- • oleo • SIUCONE DOW CORNING 795 DOW CORNING 995 AT /4 POINTS ON UTES WIDER THAN 38" ONLY GLASS TYPE 'D' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .060" Inter1oyer Sallex Clear And Color Class By 'Eastman Chemical Co.' 1/4" HEAT STREN'D CLASS SPACER ALUMINUM (6063-75) SILICONE DOW CORNING 795 DOW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'DI' 1-3/16" OVERALL INSUL. LAM. CLASS , 1-3/16" OVERALL INSUL. LAIA. GLASS GLAZING OPTIONS CC 0r g sib gg 0 7i 0. 3 2 drawing no. W15-103 (sheet 2 of 12 Sealed: 2/5/2018 • ••• • • • ••• • •• • • •• • •• •• • • • •• •• •• •• • • • •• • •• •••• •• • •• • •• •• • •• •• • • • • • • •• • • • ••• • • • • •• • • • • • • • • • • • • •• • • • • • •• •• • • • • • •• • • • • • • • • • • CLUSTER OF 3" MAX. 4 ANCHORS HEAD AT UNANCHORED % CORNERS JAMBS / 3' MAX. HEAD CORNERS o. a • --1, 0 11 SILL ANCHORS CLUSTER OF 2_�1 AT UNANCHORED JAMBS JAMB OPTION W/0 ANCHORS (108' MAX. DOOR HEIGHT) (MAX. DESIGN LOADS - f 100.0 PSF) •• • \ • • - • • • HEAD ANCHORS CLUSTER OF 6, 8 OR 10 AT INTERLOCK/ASTRAGAL • • • • • • (SEE SHEET 4) J I ( •S---•-! • • • ••I of 192" • 000R FRAME WIDTH = m H Ps J 1 11 1 1 1 1 1 1 1 1 1 ) 1 1 1 1 11. _ ILCU II 1 tI 1I 1 --... ap „ a OII -�. _. J o — —• ./� © /// ,/ `-1 /./ // ,/ f ./ // ,/ - I� // _-__ai _..�-41__-_ I h I1 11 II I L ir I -- JI - - it 11 1 - L II II 11 lF____ II It ,I II II II I, Li= ,I 11 1_ _ 1 FALSE MUNTIN OPTIONAL DAYLITE OPENINGS WIDTHS: PANEL WIDTH - 7.313" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 8.0" 42 1/8" D.L.O. 49 7/16" 11 42 1/8" PANEL WIDTH D.L.O. 49 7/16' PANEL WIDTH rT SILL ANCHORS CLUSTER OF 8 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 ...et HEAD ANCHORS FL #19092 JAMB ANCHORS SILL ANCHORS • O C drawing no W15-103 (sheet 3 oil2 ) • • ••• • • . ••• •• •• • • •• • .• •. • • • • • •• • •• •• • • • • • • • ••. . . • • • • • • . • • • . ••• . •• •. • • ••• • • • ••• • •• • •• • •• • • •• • . • • • • • • • •• • • • • • • • • • • • • . • • • • • • • - ••• HEAD ANCHOR LOAD CAPACITY - PSI,2 ••• • / �N.^ `� n SHOI SPACE 1/2" MAX. SHIM 3/8" MAX. SHIM 1/4" MAX SHIM NICNOR TYPE ANCHOR TYPES 'A', 'B' & 'C' ANCHOR TYPE 'A' ANCHORS 'B. & 'C' ANCHOR !WE lit' aNCHO8S '8'•4•'C' • • • 4 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET. DRIVE, SURE 220 M AMI, FLORIDA 33173 (C.A.N. 3538) TEL. (306) 2646100 MAX. (306) 263 6978 it- -, i 1 a g 000R FRINE a ANCHORS AT MTG. SITU RIGS 8 mains AT MTG. STILE ENDS to ANCHORS AT MTG. SIDE RIDS a ANCHORS AT MTG. STIR RIDS a ANCHOP9 AT MTG. STILE ENDS a ANCHORS AT MTG. ST08 ENDS a ANCHORS AT MTG. SIRE ENDS 6 ANCH01l! AT lH'0. STILE ENDS 0 ARCW 47 y�: _ SUE 4Ds 4 AIRR! • • • AT • • •• • • • • • PANEL MOTHN0ON1 INCIIE6 e1CNl3 EXT. (+) INT. (-) EXT. (+) Mf. (-) EXT. (+) INT. (-) DR. (+) INT. (-) Exr. (+) INT. (-) ea. (+) INT. (-) EXT, (+) INT. (-) Da. (+r INT. (-) • Ext. (4) INT. (-) • arr. (+), • art. (-) • • • • • • 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 38 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 82-7/8 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 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 80 102.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 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 i54) , 5. 112.8' .124.4� 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 [MG-1000 ALUM SLIDING (3Acc DOOR (S.M.L))fl MR. GLASS DOORS & WINDOWS INC. 8120 N.W. 84 STREET MEDLEY, FL. 33166 l TEL (305) 470-8284 FAX. (305) 470-8255 60 101.5 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 B0 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 38 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 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 88.8 112.0 112.0 102.6 112.0 111.5 112.0 102.8 112.0 112.0 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 r c .0-., c u 0 48 102 104.5 139.3 140.0 120.7 140.0 131.2 140.0 120.7 140.0 140.0 50 100.3 133.7 134.4 115.9 134.4 125.9 134.4 115.9 134.4 134.4 52 96.4 128.6 129.2 111.4 122.2 121.1 129.2 111.4 129.2 129.2 54 92.9 123.8 124.4 107.3 124.4 116.6 124.4 107.3 124.4 124.4 56 69.5 119.4 120.0 103.5 120.0 112.4 120.0 103.5 120.0 120.0 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 42 108 112.8 140.0 140.0 830.J 140.0 140.0 140.0 130.3 140.0 140.0 48 98.7 131.E 140.0 114.0 140.0 123.9 140.0 114.0 140.0 140.0 a 50 94.7 126.3 134.4 109.4 134.4 118.9 134.4 109.4 134.4 134.4 52 91.1 121.4 129.2 105.2 129.2 114.3 129.2 105.2 129.2 129.2 g w '9 ng 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 124.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 ' 140.0 8 `- 42 114 106.8 140.0 140.0 123.4 140.0 134.1 140.0 123.4 140.0 140.0 ° A y l' 8 h t1 48 93.5 124.6 140.0 108.0 140.0 117.3 140.0 108.0 140.0 140.0 %%1111111/I • \-\A��'D'"• A11 h/ 50 89.7 119.6 134.4 103.7 134.4 112.7 134.4 103.7 134.4 134.4 \ J �CEN ..,0 Y 30 . 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 ..•F 36 120 118.4 140.0 140.0 136.8 140.0 140.0 140.0 138.8 140.0 140.0 • No. 70592 % 42 101.5 135.3 140.0 117.3 140.0 127.4 140.0 117.3 140.0 140.0 _ = * 48 68.8 115.4 140.0 102.6 136.8 111.5 140.0 102.6 136.5 140.0 _ drawing no. W15-103 '•. .''' '' ... op.,/ FL #19092 ��NFNALIIY\\ (sheet 4 of12 Sealed: 2/5/2018 XO (SHOWN) OX A XOX (sHowN) XXO (sHowN) -o OXO (SHOWN) -a OXXO(SHO WN APPROVED CONFIGUj ATION$ -�C -x tit • • ••• • • • ••• •• •• • • .• • •• •• • • • • • • • • w • • + • • • 0(1,0 • • • • • • • • • • • • • ••• • • • • ••• •• • • • • • ••• •• NA •• • • i't CSH �f • • • • • • • NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 6 THRU 9. FL #19092 oc Nio R. Sealed: 2/5/2018 8 0 M m drowing no. W15-103 sheet 5__of.12) 0 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACI 4" MIN 1BY OR 28Y WOOD BUCK AIM wt CONCRETE: 3 KSI :AAA: EDGE GIST. W2 ANCHORS IN -PAIRS S• EE ELEV. FOR SPACING a h PbURED & HARDENED HIGH STRENGTH GROUT NON -SHRINK, NON-METALUC f'e - 5000 PSI MIN. NOT BY MR. GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE • • ••• • • • ••• • •• •• •• • •• •• • • •• • • •• • • •• • • • • • • • ••• • • •• • • •• •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • •• • • f.• • • • •• •• •• • • • •• • • • •• •• • • ••• • • • • •• • • • • • • TYPICAL ANCHORS IN PAIRS SEE ELEV • • • • • FO% ACIN • • • • • • • • • • • • + • • • • • •4" MIN. • • • • • • • lbiE•Dlst • a 0 o w • • D CONCRETE 3 KSI MIN. nitrify -rib -cm Im�lni iii A -A CONCRETE 3 KSI 'poi '4" MINA' EDGE DIST. STAGGERED DIACONAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING tn WEEPHOLES: wl - 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" FROM EACH ENO AND 16" 0.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 OMIT MAX. EXT.(+) LOADS TO 70.0 PSF FOR 3-5/8" SILL RISER UNIT MAX. EXT.(+) LOADS TO 80.0 PSF FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS - 120.0 PSF fo.0 2 a r> 1 14 v° drawing no. W15-103 (sheet 6 of 12) Sealed: 2/5/2018 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • • • • • • • • • • • • •• • • • • •• • •• • • ••• • • • • • • •• • • • • • •• •• • • • • • •• •• •• • • • •• • • • WOOD STRUCTURE •• •p in • Ills 7IIG!o=°IO TYPICAL ANCHORS IN PARS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL___ ANCHORS; SEE ELEV. FOR SPACING TYPE 'A'-S/16" DIAL ULTRACON BY 'ELCO' (-177 KSI, Fy.155 KSI) —INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR,28Y_BUCKS_INTO-.CONC'OR'BLOCKSf 1-1/4�MIN. EMBED_ INTO CONCRETE (HEAD) J 1-1/4 _MIN. EMBED INTO CONC.`OR'BLOCKS -(JAMBS) DIRECTLY INTO CONC. OR BLOCKS 2" MIN. EMBED INTO CONCRETE (JAMBS) 2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) TYPE 'B'- 5116" DIA. ULTRACON BY 'ELCO' (Fu-l77 KSI• Fy-155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED (HEAD/SILL) 5/16" DIAL TEKS OR SELF DRIWNG 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 s 36 K51 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) TYPICAL EDGE DISTANt INTO CONCRETE AT HEAD/SILL = 2-3/16" MIN. INTO CONCRETE AND BLOCKS AT JAMBS - 2-1/2" MIN. INTO WOOD STRUCTURE 6 1" MIN. INTO METAL STRUCTURE m 3/4" MIN. TYPE 'C'- WOOD AT HEAD OR JAMBS SG • 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMBS fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. • .•• • • ••• •• • • • • • • • EDGE DIST. 4" MIN • • • • ••• • METAL STRUCTURES 1/8" THK. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING F.B.C. APPR'D MULLION SEE SEPARATE APPROVAL II I FL #19092 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING `y; ''uGEN '•;'V ; No. 70592 •'•. ORIOR•'C�, !sS'�OINAL E��. �. ll/1111111 Seated: 2/5/2018 i 2 8 ornd a of 0 c 0 drawing no. W15-103 sheet 7 of 12) TYPICAL ANCHORS SEE ELEV.- FOR SPACING ANCHORED JAMB • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • • •• •• • • • •• • • •• • ••• •• • •• • • •• • • • •• • • • ••• • • • • • ••• • • ••• • • • • • • • • •• • • • • • • • • • • • • •• • • • • • • • •• •• •• •• • • •• •• • • FIX. PANEL WIDTH • • • ••• • ••• • D.L. OPG. • Ee • Ti/2 _MAX. LOAD BEARING SHIMS 1 /4" MIN 3/4. MAX. GAP SEE NOTE BELOW • 0 1BY OR 2BY WOOD BUCKS mm #14 X 2-7/6• FH SDS ••AT 5•RR•M ENO• • • • O • •• • • • • *D 11.40�. • • © STD. ASTRAGAL m 4 •. __.111111111•111 Una MEM mm EXTERIOR PANEL WIDTH ,,,11111111 ■I�IN`l,■ r, gII 1 !IELII".kaill AM. MAX. DOOR FRAME WIDTH D.L. OPG. E1 UNANCHORED JAMB NOTE: MAX. MOVEMENT CONSIDERED-100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABN.ITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPUANCE 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 BONG BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. /14 X 2-7/8• FH SDS AT 5 FROM ENDS AND 11' O.C. EXTERIOR © REINF. ASTRAGAL FL #19092 L7111111//I/, �PJpp AM ',,, � No. 70692 //\ Q(A l I �, L O � i 5 8 A m drawing no. W15-103 (sheet 8 of 12) Sealed: 2/5/2018 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2" MAX. LOAD BEARING SLMS • . ... • . . ... •• .. • • .• • .• .• • • • . • •• . •. •• • • .• • • •. •••. •. • . • . •. •. • •. •• • • • ••• • • • • • •.. • • . . . . . . ... •.• • . • • •. • •• . • • • • • • • •. •• . •. . • • • • . .• . •. ...• . • .• • • • •• ... •• • • • •• • • • • • MAX. DOOR FRAME WIDTH DRILL NO 7 AND TAP FOR 1/4"-20 SET SCREW 1/4"-20 x 3/4" AT 4" FROM TOP & BOTTOM AND (2) AT MIDSPAN AT 6" 0.C. VERTICAL SLOT 0.257". x 1/2" LONG CENTERED WITH THE SET SCREWS. • • MAX. DOOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 1/2" MAX. LOAD BEARING SHIMS 1/2" MAX LOAD BEARING SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING � •'•. ORIO... .. 1 �, 01VA1. `0. 11 /1/11111 Sealed: 2/5/2018 FL #19092 sheet 9 of 12) • . ••• . • • .•. .. .. . • •• . . • .. . . • • . • . •• •• •. • . • •• • • •• ••• • .• • . •. •• • •• • • • • . .•. . •• •. • . •.• • • ... •. • • • • • . . •• • • • • • • •. . • • . .• . • . . . • •. •• •• • • . •. • . • (E-1) FRAME HEAD/SILL (ii) FRAME COVER 3.050 •• .110 • • 4.000 • • 2.250 --i PANEL RAIL/STILE 1.467 r -^i L.500 JAMB COVER • -- - •• .4521.• • • r- el" • • • • • • • eD00• I• • •1.507 • • • • • • • • • • • • • • 3.633 .080 SILL RISER (OPTIONAL) 4.374 • • ti 1.173 • • • • • • 4.374 1 _I 2.263 .125 1.173 () CORNER KEY .4521 r 1 F_i 2.000 2.547 ( ) PANEL INTERLOCK L- E4 FRAME JAMB .080 .241 4.633 SILL RISER (OPTIONAL) ALIGNMENT CORNER Al ST. STEEL INTERLOCK COVER \E ) L-y 1.370 412 .628 TRACK .075 ,.46711 •11• .060 �I� THRESHOLD/JAMB CAP 1.700 A1.135._..657 � E13 STD. ASTRAGAL .855 .950 .060 1.073 GLASS STOP (LAM. GLASS) 230 -{ .950 1.073 -� 8 833 -�I GLASS STOP (INSUL. LAM. GLASS) 1.550 A drawing no. W15-103 (sheet 10 of 12) Sealed: 2/5/2018 • • .•• • • . •.• •. •• . • .• . .• •• • •• • • •• •• •• •• • . . • • • . •••• • • • • • . . • • . . . • •• ••• • •• •• • • ••• • • . • • • • • • ... • . • •• • • • • . . • . . . • • • •• • . • . • •• •• •• • • •• •• • • • ITEM / PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPUER/REMARKS E1 1000-E-1001 2 FRAME HEAD/SILL 8005-TS - E2 - AS REOD. FRAME COVER • • • • 6064T •, . • • E3 - AS REOD. JAMB COVER • • • 8003-1. • • • -• • • E4 1000-E-1002 2 FRAME JAMB • • • • 80�3->W • • W • • • • • E5 1000-E-1005 AS REOD. THRESHOLD/JAMB CAP • • • 8063-16 • • -• • • E6 f000-E-1010 AS REOD. .. w PANEL RAIL/STILE . ..Lik 0005•-TS -••• •• E7 1000-E-1011 AS REOD. PANEL INTERLOCK 6005-T5 - E8 1000-E-1018 AS REDO. INTERLOCK COVER 8083-T5 - E9 1000-E-1007 1/ MOV. PANEL TRACK 8005-75 - E10 1000-E-1013 AS REDO. REINF. ASTRAGAL 8005-75 - E11 1000-E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 8063-T8 - E12 1000-E-9002 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 8063-T8 - E13 1000-E-1012 AS REOD. STD. ASTRAGAL 6005-15 - Et4 MGR-1014 AS REOD. 3-5/8" SILL RISER 6063-T8 OPTIONAL EIS MGR-1019 AS RE00. 4-5/8" SILL RISER 8083-18 OPTIONAL GI W71325NK AS REOD. TM FIN PILE W STRIPPING - ULTRAFAB G2 - AS REOD. COMPRESSION GASKET EPDM DUROMETER 70t5 SHORE A 03 - AS REOD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70t5 SHORE A 04 - AS REOD. WEDGE GASKET EPDM DUROMETER 70t5 SHORE A G5 E518 AS RE00. AR SEAL GASKET SANTOPRENE ULTRAFAB G8 E236 AS REDO. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB G8 - - 1/4" THK. FOAM PAD POLYETHYLENE - G9 - - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - G10 - - AIR SEAL BRIDGE AT MTG. S11LE POLYAMIDE - Gtt - AS REQO. SERING BLOCKS EPDM DUROMETER 80t5 SHORE A Al - - ALIGNMENT CORNER 5T. STEEL - A3 - - CORNER KEY 6063-18 - L1 PS01-7002 - 2 POINT MORRSE LOCK & HANDLE - INTERLOCK L2 PS01-7102 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK L3 P501-1005 - ADJUSTABLE STRIKER - INTERLOCK L5 - - LOCK RECIEVER 8083-15 - M1 - 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS ST. STEEL/ACETAL FASTENED ISM (2) 12-24 X 3/4" PH MS M6 - AS REOD. PANEL GUIDES NYLON - M7 - AS REOD. PANEL GLIDES NYLON - Si #12 X 1 1/2" 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS S2 10-24 X 1/2" AS REOD. INTERLOCK FASTENERS. AT 6" FROM ENDS AND 12" 04. ST. STEEL PH TC MS S3 %8-18 X 1/2" AS REOD. LOCK RECIEVER FASTENERS A1SI 304 PHIUP PH SMS S4 1/4-20 X 1/2" AS REOD. PANEL ASSEMBLY FASTENERS St STEEL FH SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. LOCKS: SURFACE MOUNT METAUJC 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 METAUJC 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 c o_ c C drowing no. W15-103 sheet 11 of 12) Sealed: 2/5/2018 • • ••• • • • .•. •• .• • • • •• •• • • • • • •• •• • • • • • • • ••• • • • • •• • • • • • • • • •.• • • • • .•• • • .•• • • • • •• • •• • • •• ••• • •• •• • • • • • • • • • • • • •• •• • • - - ee. • • • • • • • • • • • OOOOO • • • • • . .•. •• • • • ••• • .. . . • •. ••• •• PANEL TOP/BOTTOM CORNER 4. U 0 3 O n a drowing no. W15-103 (sheet 12 of 12 Sealed: 2/5/2018 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) RC Home Showcase, Inc. 16115 NW 52' Avenue Miami, FL 33014 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product pranaterial fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and.the AHJ may immediately revoke, modify, or suspend the use of such product or material 'Agri theiriurisdiction. • • RER reserves the right to revoke this acceptance, if it is determined by Miami—Dadt•E'snmty ProdnctContrerl • Section that this product or material fails to meet the requirements of the applicableMQtlQfng code. • This product is approved as described herein, and has been designed to comply a li{h' he Flo rda $uildin • • • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade., ov/economy • Code, including the High Velocity Hurricane Zone.- DESCRIPTION:NEiies " 1VIL=100" Aluminum -Tribe Mullion = L:M.L7 . . •• •• . . .• . «. . •• . APPROVAL DOCUMENT: Drawing No. W04-05, titled "Aluminum Tube Mu notes sheets 1 through 7 •. of 7, dated 05/02/04 with revision G dated 03/01/18, prepared by AI-Farooq Corpgratign, signed•ai sealed • by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revisiorf 5414 with tkg Notice ce • • •; Acceptance number and expiration date by the Miami -Dade County Product Control Section. .. •. • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a perm�-label. with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.23 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. (NOA No. 18-0222:09) Expiration Date: August 19, 2019 Approval Date: April 12, 2018 Page 1 RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted ender NOA No. 04-0608.05 and 09-0128.14) 2. Drawing No. W04-05, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 05/02/04, with revision F dated 04/16/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 • • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 '....' along with marked -up drawings and installation diagram of alunzinum.sis 11 hung •; windows mulled together, prepared by Fenestration Testing'1.3btuatory','Irtc., Te§f • •• • Report No. FTL-4024, dated 01/14/04, signed and se�1��i• by tglmltndo 1. Largaespada, P.E. (Submitted untie?NO.4 No. 040608.05),.... 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • •• • • • 2) Uniform Static Air Pressure Test, Loading mi. fBC, TAS"202-94 3) Water Resistance Test, per FBC, TAS 202-44 • • • • 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 20214 • • • • along with marked -up drawings and installation diagram of •aluminum •fix d and • • •: casement windows mulled together, prepared by Hurricane Engineering V •Testing Inc., Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 04-0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5tn Edition (2014), dated 04/13/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5te Edition (2014), and of no financial interest, dated April 13, 2015, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. E — 1 Si.fang Zhao, P.E. Product Control Examiner NOA No. 18-0222.09 Expiration Date: August 19, 2019 Approval Date: April 12, 2018 , RC Home Showcase, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Laboratory compliance letters for Test Report No. FTL-4024, dated 01/14/04, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 04-0608.05) 3. Laboratory compliance letters for Test Report No. HETI-03-1346, dated 09/16/03, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 04-0608.05) G. OTHER 1. Notice of Acceptance No. 13-1112.16, issued to R.C. Home Showcase, Inc. for their Series "ML-100" Aluminum Tube Mullion — L.M.I., approved on 12/25/13 and expiring on 08/19/19.••• • • • 2. NEW EVIDENCE SUBMITTED • • • •• •• •• • • A. DRAWINGS 1. Drawing No. W04-05, titled "Aluminum Tube Mullions", slAppIl 1 thrQug}T 7 of 3, dated 05/02/04, with revision G dated 03/01/18, prepared by'AJZarooq I8rpdration,... • signed and sealed by Javad Ahmad, P.E. • • . • • •• • •. •. •• .. B. TESTS • • •.. 1. None . . • • • • . . C. CALCULATIONS ••.•'• . 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), dated 02/26/2018, prepared by At-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no financial interest, dated February 26, 2018, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.23, issued to RC Home Showcase, Inc. for their Series "ML-100" Aluminum Tube Mullion — L.M.I., approved on 02/11/16 and expiring on 08/19/19. E-2 Sifang Zbao, P.E. Product Control Examiner NOA No. 18-0222.09 Expiration Date: August 19, 2019 Approval Date: April 12, 2018 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. ANDCAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON —IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PRQEERTI S ON NOTES: THIS PRODUCT' HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCRY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED EMERY RESISTANCE, SAFEGUARDS ETC. 1BY 0R 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—METALUC 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 k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENMO FOR WATER INFILTRATION RESISTANCE ETC. CONDMONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO RE REVIEWED BY BUILDING OFFICIAL. JNSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 CTFP 2 STEP STEP 4 STEP 5 • DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WDH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED M STEP 1 ABOVE. • • ••• • • • ••• • •• • • •• • •• •• • • •• • • •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • • • • • •• •• • . •• • • • • • • • • • • • • • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • •• • • • •• ••• •• • • 4.♦00 • • • • • • ♦ • •• • • • • • • • • •• 1YPICAL{- . WINDOW FRAME _TYPICAL GLAZING PRON./CT 6.000 \.. TUBULAR SHAPES E.000 -i ALLOY . 6063—T6 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOUR APPROVAL FOR FASTENERS SIZES AND SPACING 4.000 0RODUC7 REVISED MI corm JJiC.o$de with dec Florida AttoPloneo No I F-NITTTA IT pale n , E}` i By .- Miqul 11'iu`---- Mt RAR 1 2 2Ifl .Itr No.7Dt392 • ati 1ITATW OP /ONAi.lk �\ c drawing no, M04-05 wheel T pt. 7i 1xo STD. MULLION FOR 31 TUBES ALL OTHERS ANGLIF CLIP °°° ° ° ° ° ° ° °~° ° ~ ~~°~~~- ux+ ST12—MI&WOB ~�q~ ° /-1/2 x +-1/2 6063-76 CUSTOM MULLION PULUON CLIP uxu $TD MULLION 6063-76 2xs .HEAVY MULLION • • ••• • • • ••• •• •• • • •• . •• •• • • • • • •• •. •• •. • • • •. • • •• •••• •. •• • • •• •• • •• •• • • • ••• • • • • .•• DESIGN LOAD CAPACITY - PSF (TUBE MILLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19-1 /8" 28-1/2' 30" 37" 42" 48" 54" 60' 66" 72" 19-1/8" 26-1/2' 30" 37" 42" 48' 54" 60" 66" 72" 19-1/8' 26-1/2" 30' 37" 42' 48' 54" 60" 68" 72" 19-1/8' 26-1/2" 30" 37" 42" 48" 54" 60" 86" 72" MULL SPAN 38-3/8" 50-5/8' 60" 63' 1 X 3 1 X 4 STD. STD. 150.0 150.0 150.0 150`0 150.0 150,0 150.0 150.0 2 X 4 150.0150.0 150.0 STD. 150.0 150.0 150.0 150.0 150,0 150.0 140.7 125.0 150.0 150.0 112.5 150.0 150.0 102.3 150.0 150.0 93.8 149.4 150.0 150.0 144.0 150.0 150,0 150.0 150.0 160.0 150.0 150.0 150.0 127.2 90.8 150.0 103.1 J 150.0 144.5 79.5 126.4 70.6 112.4 150.0 63.8 101.2 150.0 57.8 92.0142.4 53.0 84.3 130.5 140.4 150.0 150.0 101.3 150.0 150.0 1-1/2 X 4-I/2 2 X 6 CUSTOM STD. 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 2 X HEAVY 150.0 150.0 150.0 150.0 1500 150.0 150.0 150.0 1500 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 I50.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 89.5 142.2 150.0 150.0 150.0 72.6 115.3 150.0 150.0 150.0 63.9 101.6 150.0 150.0 150.0 55.9 88.9 138.4 150.0 150.0 49.7 79.0 123.0 150.0 150.0 44.7 71.1 110.7 150.0 150.0 40.7 64.6 100.7 150.0 150.0 37.3 59.3 92.3 150.0 150.0 123.3 150.0 150.0 150.0 150.0 89 O145 4 150.0 150.0 150.0 78.6 128.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 63.7 104.2 150.0 150.0 150.0 56.1 91.8 143.2 150.0 150.0 49.1 80.3 125.3 150.0 150.0 43.7 71.4 111.4 150.0 150.0 39.3 64.2 100.2 150.0 150.0 35.7 58.4 91.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 32.8 53.5 83.5 150.0 150.0 150.0 WINDOW 01.15. WIDTH (W) MOLL PAN 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60' 66" 72' 19-1/8" 26-1/2' 30' 37. 42' 46' 54" 60' 66' 72" 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 60' 66" 72" 19-.1 /8" 26-1/2" 30' 37" 42" 48" 54" 60' 68' 72" ItifD3 .• •X 4. 2 STD. 1-1/2 X CCgTOEI :2STS. •2X 6 •IDEAVY • • 9 79.3 1430 150.00 150.0 • • •,5L.4 1 • 1504)• 150.0• 46.0..._.., 91.2..___ 143,2 I50-0 38.9 74.0 116.1 150.0 34.3 65.2 102.3 150.0' 20.19 • 918.7 • 16.6 • 1.d3 ,0 4.6 • %• /8.1 24.8 • 41.. 06.1 • 10E050 - 38.0 59.7 106.8 52.0 150.0 150.0 150.0 150.0 37.5 117.6 150.0 150.0 150.0 33.2 103.9 150.0 150.0 150.0 26.9 84.2 150.0 150.0 150.0 23.7 --- 74.2 150.0 146.9 150.0 20.7 64.9 141.3 127.7 150.0 57.7 123.6 113.5 150.0 51.9 109.9 102.1 150.0 • 74-L 4 • • •• 84" 96' 108" 34.8 25.1 110.5 79.8 70.5 57.1 50-3 44.0 39.1 35.2 32.0 29.4 74.7 53.9 • 150.0• •50.0 a tise.d' Ib0.0 150.0 150.0 150.0 150.0 150.0`�150.0 WN 1500 1441!2 150.0 131./ 150.0 006 150.0 109.7 150.0 47.2 89.9 92.9 150.0 43.3 82.4 85.1 150.0 109.1 150.0 150.0 150.0 78.8 150.0 150.0 150,0 22.2 47.6 38.6 34.0 29.8 26.5 23.8 21.7 24 - 5 52.5 37.9 33.5 27.1 23.9 20.9 69.6 149.4 150.0 56.4 121.1 125.8 49.7 106.7 110.8 43.5 93.4 97.0 38.7 83.0 86.2 34.8 74.7 77.6 31.6 67.9 70.5 29.0 62.2 76.7 150.0 55.3 123.8 150.0 150.0 150_0 150.0 150.0 142,0 129.0 64.7 118.3 150,0 -y_ 150.0 137.8 150.0 121.7 150.0 98.7 150.0 48.9 109.3 39,688.7 34.9 78.1 30.5 68.3 76.1 86.9 150.0 27.1 1 60.7 67.6 24.4 54.7 60.8 22.2 49.7 55.3 20.4 45.6 50.7 139.1 123.7 111.3 101.2 92.7 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) [iuwoNs • WINDOW DIMS. WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30' 37" 42' 48" 120" 54" 60" 66" 72" 19-1/8" 26-1/2" 30" 37" 42" 48' 132" 54" 60" 68" 72" 19-1/8' 26-1/2" 30' 37' 42" 48" 144" 54" 60" 86" 72" 1 X 3 STD. 1 X 4 STD. 38.3 27.6 24.4 2 X 4 STD. 55,9 40.3 35.6 28.9 25.4 22.3 28.7 42.0 20.7 ,., 30.3 26.8 21.7 1-1/2 X 4-I/2 CUSTOM 125.0 90.2 79.7 84.6 56.9 49.8 44,3 39.9 38.2 33.2 93.9 67.8 59,9 48.6 42.8 37.4 - 33.3 - 29.9 - 27.2 - 25.0 32.3 72.4 23.3 52.2 20.6 46.1 37.4 33.0 28.8 25.6 23.1 21,0 2 X 8 2 X 6 STD. HEAVY 150.0 150.0 110.8 150.0 97.9 150,0 79.4 145.1 69.9 127.8 61.2 111.9 54,4 96.4 48.9 89.5 44.5 81.4 40.8 74.6 116.7 150.0 84.3 150,0 74.4 136.7 60.3 110.9 . 53.2 97.7 46.5 85.5 41.3 76.0 37.2 68.4 33.8 31.0 89.9 64.9 57.3 82.1 57.0 150.0 119.2 105.3 46.5 85.4 40.9 75.2 35.8 65.8 31.8 58.5 28.7 52.7 26.1 47.9 13.9 43.9 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE - GLAZING PR00ucT VERTICAL MULLION GLA21N0 PRODUCT )......._-..�.. w2__......) TYPICAL MULI JON ARRANGEMENT.. WIDTH (W) = W1 2 + W2 -HORIZONTAL MULLION %' QlA2 NC VI PRODUCT l , 3 GLAZING PRODUCT GLAZING PRODUCT i PRODUCT REVISED aS complyingyM wial the FINAL) ButidiAvevptma, No Ii{'L 7•1./, 4.x Extimilwx a1 FkieT?-• r 1N1t6Yi Ahkla."YCduc4 i;rn:;rcl AJAR l 2 2016 MULLION SPAN 0, 3 7' i BE MULLIONS $ N L.1L. drowin n0. M04-05 j shaet-3 of 7 } • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • • • ••• • • • • • • 45450 • • • • • •• •• • • •• • ••• • •• •• • - --- DESIGN LOAD CAPACITY - P917 DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSI" WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) 19-1/8" 26-1/2" 37" 42" 48" 54" 60" 66" 72" 19-1/8" 26-1/2" 30„ 37" 42" 48" 54" 60" 86" 72" 18-1/8" 26-1/2" 30" 37" 42' 48" 54" 60° 66" 72" MULL SPAN 38-3/8" 50-5/8" 80" A2 A4 137.7 150A 99.4 150.0 442 4.44 150.0 150.0 142.2 150,0 132 150.0 150,0 D4 150.0 150.0 87.8 71.2 62.7 54.9 150.0 142.4 125.4 109.8 125.6 101.8 89.7 78.5 150.0 150.0 150.0 150.0 150,0 150,0 150.0 150.0 139.7 150.0 122.3 150.0 48.8 43.9 39.9 36.6 97.6 87.8 79.8 73.2 104.4 150.0 75.4 150.0 66.8 133.1 54.0 107.9 69.8 62.8 57.1 52.3 149.3 107.8 95.2 77.2 139.5 125.6 114.2 104.7 150,0 160.0 150.0 150,0 108.7 150.0 97,8 150.0 88.9 150.0 131.5 150.0 150,0 150.0 150.0 150.0 148.3 150.0 120.2 150.0 47.5 95.1 41.6 83.2 37.0 74.0 33.3 66.6 47.6 I 95.2 74.1 148.3 30.3 60.5 43.3 86.5 67.4 134,8 27.7 55.5 39.7 79.3 81.8 123.6 88.1 150.0 126.0 150.0 150.0 150.0 63.6 127.2 90.9 150.0 141.6 150.0 80.3 150,0 125.1 150.0 65,1 130.2 101.4 150.0 56.2 45.5 40.1 35.1 112.3 91.1 80.2 70.2 68.0 136.0 59.5 119.0 52.9 105.8 150.0 150.0 150.0 57.4 114.7 89.4 150.0 50.2 100.4 78.2 150.0 31.2 62.4 28.1 58.2 25.5 51.1 23.4 46.a 44.6 89.2 40.2 80.3 36.5 73.0 33.5 86.9 69.5 62.8 56.9 52.1 139.0 125.1 913.7 104,3 Y80TH (w) 19-1/1 26-1/Le 30" • • 37" 42" 48" 54" 60" 66" 72" •f4ULL STOW tr 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 68" 71" 19-1/8" 26-1/2" 30" 37" 42" 46,E 64" 60° 66' 72" • • • • • • • • • • • .74-•14' • • • • • • • • •• • 84" 96" A2 ,• A4•••AA2 1.2 42.4 '101 51.4 '- $ • 102.8 •73.5 45.4 • ' 64,9 36.8 73,6 52.6 32.4 64.8 48.4 28.4 56.7 40.8 • f2,7 • •45,417 • 32e • V.6 f •11.''i_. •29 ..._ ___•.._•` 37, •tie• 4MA4 •132 B4 550.0 • 1 s0.0 047.0 • 1.4.5 105.3 82.0 92.7 72.2 150.0 150.0 150.0 150.0 144,4 81.1 63.2 128.4 62.9 125.8 90.0 45,4 90.8 64.9 40.1 80.2 57.4 32.5 65.1 46.5 _ 28.7 57.3 41.0+ 25.1 . _.._ 501....... 35.9 22.3 44.6 31.9 20,1 40.1 28.7 36.5 26.1 33.4 23.9 55.1 110.1 78.7 774. 56,2 112.3 64.• 50.8 101.1 59.0 • 46.0 91,9 AP 42.1 84.3 150.0 140.2 129.9 101.2 114.7 89.4 93.0 72.5 -__ 82.0---- 63.8 71.7 55.9 83.7 57.4 52.2 47,B 150,0 150.0 150.0 144.9 127.7 111.7 49.7 44.7 40.6 37.2 99.3 89.4 81.2 74.5 150.0 122.7 150.0 39.7 79.5 56.8 113.7 88.5 150.0 35.1 28.5 25.1 70.2 58.9 50.1 50.2 40.7 35.9 100.4 78.2 150.0 21.9 43.9 31.4 39.0 27_9 35.1 _--- 25,1 319__ 228 29.3 20,9 81.4 63.4 126.6 71.7 559 111.7 62.8 48,9 97.8 55.8 43.4 86.9 50.2 39.1 75.2 45.6 35.5 71.1 41.8 32.6 65.2 WIDTH (w) 19-1/8" 26-1/2" 30" 37° 42" 48° 54" 60" 88" 72" 19-1/8" 26-1/2" 30" 37" 42" 48' 54" 60' 66" 72' 19-1/8" 28-1/2" 30" 37" 42" 48" 54" 60" 86" 72' MULL SPAN 120" 132' 144" A2 A4 AA2 AA4 B2 44.0 88.1 63.0 126.0 31.8 63.6 45.5 90.9 70.8 98.1 25.1 56.2 40.2 80.3 82.8 22.8 45.5 32.6 65.1 50.7 20.1 40.1 28.7 --- 57.4 44.7 35.1 25.1 50.2 39.1 31.2 22.3 44.8 34.8 28.1 20,1 40.2 31.3 25.5 -__38,5 28.4 40.0 28.9 25.5 20.7 23.4 - 33.5 28.1 80.1 57.3 114.5 57.5 41,3 82.7 51.1 36.5 73.0 41.4 28.6 59.2 36,5 26.1 52.2 31.9 22.8 45.6 28.4.,. 20.3 40,6 25.5 - 38.5 23.2 - 33.2 21.3 36.7 73.4 26.5 53.0 23.4 46.8 37.9 33.4 29.3 26.0 - 30.4 52.5 105.0 37.9 75.8 33.5 66.9 27.1 54.3 23.9 47.8 20.9 41.8 sr.z 23.4 fi•-_ 33.5 21.3 - 30.4 89.2 64.4 56.9 46.1 40.6 35.5 31.6 28.4 25.9 23,7 B4 150.0 141.8 125.1 101.4 89.4 78.2 69.5 62.6 58.9 52.1 150.0 128.8 113,7 92.2 81.2 71,1 83.2 56.9 51.7 47.4 81,8 150.0 59.0 116.0 52.1 104.3 42,3 84.5 37.2 74.5 32.6 65.2 29.0 57.9 26.1 52.1 23.7 47.4 27.9 21.7 43.4 19-1/8" 26-1/2" 30' 37" 42" 48" 54" 60" 66" 72" 63° 83.9 80.5 53.5 43.4 38.2 33.4 29.7 28.7 24.3 22.3 150.0 120.0 150.0 150.0 121.1 88.6 150.0 134.9 107.0 76.5 L 150.0 119.2 86.7 82.0 124.0 96.6 76.4 66.9 59.4 53.5 48.6 44.8 54.6 47.8 95.6 42.5 85.0 38.2 76.5 34.8 89.5 31.9 53.7 150.0 150.0 150.0 150.0 150.0 4.5 149.0 63.2 132.4 59.6119.2_ 54.2 108,3 49.7 99.3 19-1/8' 26-1/2" 30" 37" 42' 48° 54" 60" 88" 72" 106' 48.9 97.9 70.0 140.0 109.0 150.0 35.3 70.6 31.2 82.4 25.3 50.6 22.3 44.6 50.5 44.6 38.2 31.9 38.0 27.9 34.7 24.8 101.0 1 78.7 150.0 89.2 72.4 63.7 55.8 49.8 31.2 22.3 26,4 20.3 26.0 - 44.6 40.6 37.2 69.5 139.0 58,4 112.7 49.7 99.3 43.4 86.9 38.8 77.2 34.8 69.5 31.6 63.2 29,0 57.9 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • • ANCHORS ANCHORS TYPE 42, A4, 62 OR 84 ANCHORS TYPE �A2, A4, B2 OR 64 GLAZING PRODUCT VERDCALN MULLIO 471NG PRODUCT W1 \, ANCHORS TOE A2, 44, B2 0R 84 W2 TYPICAL MULLION ARRANGEMENTS ' WIDTH (W) - w1 4 W2 HORIZONTAL MULLION _ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE /- GLAZ NC I -..: PRODUCT 1, ,r1 G1A21NG PRODUCT ANCHOR DETAIL j1 GLAZING PRODUCT MULLION SPAN crlr® 1 8 tANCHORS TYPE 42, 44, 82 0R 64 comptyku Hailp Wt16the p a 5 -11 +17� i\ a 9"-" aNoi i•e,d,t`f�.`` +plt•iunbyteO.:va ,o y''�}�' 8R••' By Me m! I>oCC j n, f C,� NAR12am No, 70522 STA'E L314 • 0 g� w • FWDU 111...� >S a gY119 8C1� reK`Z° aagE z s drawing no. M04-05 sheet dof�7 105.9 92.7 82.4 1-3/4" MIN. EDGE DIST. '1 1' MIN. EDGE DIST. 1/4" HILTI KWIK CON II 1-1/4' MIN. EMBED INTO CONC./BLOCKS 2 PER CUP (1 ON EACH WINN0), II/ 1BY WOOD BUCK 1/4" HILTI KWIK CON II 1-1/2" MIN. WOOD PENETRATION- 2 PER CLIP (1 ON EACH WING) 2BY WOOD BUCK\ OR—• WOOD STRUCTURE 1-3/4" MIN. EDGE DIST. `1 qq 4} 1' ' Mia: i i ALTERNATE ANCHOR LOCATION L MULLION CUP • • .• .• • • • . •• • • �.• • • • ... • • .• . • • .. • • • . • • •• • •••• . . • • •. • •• . • . . • • • .•_ 1/4' HILTI KWIK CON 11 1-1/4" MIN. EMBED CONC(BLOCKS • • 1 siNGLE • •• I„k I,r' •• •• L. FLOATING CUP • • #14 SMS 2 PER ANGLE 1-3/4" U.C. MIN. 1/4' HILTI KWIK CON II I-1/2" MIN. WOOL PENETRATION-' 1 PER ANGLE \ • • • • • • ••• 1-3/4" �dIN. t FIDiE DISe • • ••• • •• • • • • • • • • • • • • f2• •• • ell1 • ..— �^-mil r'�/ /11 —FLOATING CLIP #14 SMS 2 PER ANGLE--% 1-3/4' O.C. MIN. ANCHORS TYPE 'A2' MIN. • ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1/4' HILTI KWIK CON 11 1-1/4" MIN. EMBED INTO CONC./BLOCKS_ \ 4 PER CLIP (2 ON EACH WING) \\ er`\ W000 BUCK 1/4' HILTI KWIK CON II 1-1/2" MIN. WOOD PENETRATION 4 PER CLIP (2 ON EACH WING), 1/4' H1ET1 KWIK CON II 1-1/4" MIN. EMBED INTO CONC./BLOCKS 2 PER ANGLE A -FLOATING CLIP #14 SMS 2 PER ANGLE 1-3/4' 0.C. MIN. FOR 3" TUBE 2-3/4' O C. MIN FOR ALL OTHER TUBES 2BY WOOD BUCK OR WOOD STRUCTURE II I i 2 X 2 X 1/5' 11 1 ALUM ANGLE LI 1/4" HILTI KWIK CON II I—I/2' MIN. WOOD PENETRATION 2 PER ANGLE ` >2 FLOATING CUP #14 SMS 2 PER ANGLE 1-3/4" O.C. MIN. FOR 3' TUBE 2-3/4' O.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'A4' MAR 122018 I 11 r II i tl u U 2 X 2 X 1/8 ALUM ANGLE I,HODt CT REVISED as complying with the Florida Building Code Acceptance No /�{F - '4" • 1 "t Expiration Data f18 j 44!'.0 1 q Miami Dade Product Control NO. 70E62 E. 'GY : . 14- "il E. \_ . - BTR:1£OP ',/ , PeoRIDI;•., q.'.r L4 C,. pcc eg �oo� CC • g _zi $5?$g Q 2� MULUONS ALUMINUM TUBE drawing no. M04-05 sheet J ei 7� 2-1/2" MIN. b EDGE DIST. .........._ 1-3/ " M KWIK EM D II i/4' HI MIN, EMBED Z CUP (I ON EACH WiNG) INTO CONC./FILLED BLOCKS PER r �f CONC./BLOCKS —OR CONCRETE - FLOATING I CLIP L2-1/2" MIN. EDGE DIST. 2 t/2" MIN. r EDGE DIST. i t ALTERNATE ANCHOR LOCATION ULUON CLIP • • ••• • • • ••• •• •• •• •• • •• •• • • • • • •• •• •• •• • • • • • • •• • • • • • • • • • • • • • • • • • _.. •- • • -r ••_ 1/4" HILTI KWIK CON R 1/4" HILTI KWIK CON 11 1-3/4" MIN. EMBED 2-1/2" 1--3/4" MIN. EMBED_ INTO CONC./FiLLEO BLOCKS% IN. INTO CONC./FILLED BLOCKS • w • • le• 1 PER •• • • •• 4 3" 4 PER CUP (2 01 EACH WING) �FfDI MIN. .. .i • `• . • • • •.. .•4 • II �'' •' . .gip ,• ` • • p14 SUS 2 PER ANGLE • O.C. MIN. FOR 3" TUBE 2•-3/4" O.C. MIN. FOR AU. OTHER TUBES 3 SCREWS PER ANGLE 1/4" HILTI KWIK CON II --1-3/4" MIN. EMBED INTO CONC. 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'A! 2' ♦ • • .• •1, , • •• "• — ,• ••• ••• • 1� •i � 2.1t 2•X /8" 4 • s • ALWJM 10148LE • " • • • ••a TALL CUPS TO FIT SNUG INTO TUBE MULUONS. 7APCONS MAY BE HEX OR FLAT HEAD, SCUPS OR ANGLES CONNECTED DIRECTLY TO CONC./BLACKS TO BE PROTECTED I WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER, 1/4" HILTI KWIK CON If T-3/4" MIN. EMBED__ INTO CONC./FILLED BLOCKS 2 PER ANGLE FLOATING CLIP #14 SMS 2 PER ANGLE 1-3/4" 0.C. MIN. FOR 3" TUBE 2-3/4" O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE 'AA4' MAR t 2orR 2 X 2 X 1/8" ALUM ANGLE PRODUCT RBVIRED emorpc Coa wi1R QP11`Idfida RaildxiACCOptam MOM Diik Product C.at,cl v W. AH � ( NO, 70592 rJYJ' " . army OP 4"U` \f111111.;)." J drawing no.1 M04-05 J Ltpat6of 7) • • ••• • • • ••• • •• • •• •• • • • • •• • • • •• • •• • • • • • • ••• •• • •• • • • •• • •• •• • • METAL STRUCTURES (STEEL 0R ALUM. 1/8" MIN. THICK) STEEL : Fy - 36 KSI MIN. ALUMINUM 6063-T5 MIN. 3/4" MIN. EDGE DIST. 1/4" DIA TEES 2 PER CLIP � (1 ON EACH WING) FLOATING CUP ANCHORS TYPE '82' #14 SMS 2 PER ANGLE I-3/4" 0.C. MIN. . . • 1/4" DIA. TEKS 1 PER ANGLE • • • • • •/• •'N • • • • • a • • • • • •' • • • • • " '1 • • •1 • •• • • • • • •I2•X DX 411/811 • MUM • • • • • • • • • • ••• METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 606 -T5 MIN. • • • '•MIN 3/4" MIN. ,�• EDGE "I 1 l DIST. 1/4" DIA. TEES \ 4 PER CLIP \ (2. ON EACH WING) ANCHORS TYPE 'B4' 1/4" DIA. TEKS 7„.1PER ANGLE FLOATING CLIP -2 X 2 X 1/6' i II 11 ALUM ANGLE k4 SMS ANGLE I 1-3/4' O.C. MIN. 2 PER J FOR 3' TUBE 2-3/4" O.C. MIN, FOR ALL OTHER TUBES 3 SCREWS PER ANGLE d 14 S.M.S. 2/ CHANNEL #10 F.N. S.M.S._ 2/510E 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE I CAULK JOINT ATTER ASSEMBLY 1 • • J ACCESS HOLE - THIS SCREW CAN 8E , INSTALLED IN EITHER DIRECTION t. . TUBE MULLION TUBE MULLION 14 SM5 "' 2 ER CUP / 1- /2" O.C. MIN. \ w10 FH SMS 2 PER CUP 1" D.C. MIN, 1-3/4" X 2" X 1/8' (FOR 2BY TUBE) 3/4" X 2' X 1/8" FOR (18Y TUBE) ALUM ANGLE CUT TO FlT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE '84' TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS 1 if FOR 1 MULLIONS PRODUCT REVISED COMPITTi Code the Fhrida Areeplance No ;v.z.11 LhlpirmivnDeft r,e,j ,r)' Mimi Dad. product- cm:la i11`1111f11`fl// N'4� , q .1 5 o.1C.562 8 • BATE OF ' �' ,-92ewAb. ��.I f l l 4l1 %ter drawing no. M04-05 sheet 7 of 7