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WS-02-22-375, 9333 N Miami AveMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 9333 N MIAMI AVE, Miami Shores, FL 33150 1132060130350 LLJ Contacts PATRICIA N PENICHEIRO Owner Lemon City Applicant 9333 N MIAMI AVE, Miami Shores, FL 33150 Kamau Powell Other: 9167965773 tpenicheiro@yahoo.com 3634 Grand AVE, Miami, FL 33133 kpowell@lemoncity.com LEMON CITY CONSTRUCTION Contractor CHARLES GIBSON 3634 GRAND AVE, 33133 KPOWELL@LEMONCITY.COM �W W Inspection Requests: Description: NEW WINDOW 1 AND 2 SLIDING DOORS I Valuation: $ 55,000.00 /y�� �. Total Sq Feet: 1,110.00 y N' a Fees Amount Application Fee - Other $50.00 CCF $33.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $11.00 Scanning Fee $9.00 Technology Fee $3.25 Windows/Shutters Fee $80.00 Total: $190.25 Building Department Copy Payments Date Paid Amt Paid Total Fees $190.25 Credit Card 03/01/2022 $190.25 Amount Due: $0.00 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 qrtify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws reg construc io oning. Futhermore, I authorize the above named contractor to do the work stated. / Applicant / Contractor / Agent Date March 01, 2022 Page 2 of 2 Miami Shores Village Rj1:;1CFUVM1D Building Department FEB 11 022 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY; Tel: (305) 795-2204 Fax: (305) 756-8972 Mae INSPECTION LINE PHONE NUMBER: (305) 762-4949 t`'- ?,1%6IZZ BUILDING PERMIT APPLICATION t*UILDING ❑ ELECTRIC ❑ ROOFING FBC 20 Master Permit No. RC'Vq 00) Sub Permit No. W $--0 2^ZZ37 45 ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF JOB ADDRESS: _ q_ CONTRACTOR • 4 i awc , A64-L ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 3 3 SP Folio/Parcel#: t 13 20 (.e of 5 03 5z!) Is the Building Historically Designated: Yes NO Occupancy Type: SIPXoad: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): f4r4lip. PeRi �.rAM a Phone#:ftl(Of Address: qv" 0 - M 1 un I " t City: tAOCI S )!�0 ( L S State: rf- I Zip: 5 314b Tenant/Lessee Name: Phone#: Email: CONTRACTOR: `Company_``llName: Address: Aw[ luy C City: 3✓ �•43)5 t f' L..Zip: 3313 3 Qualifier Name: [/� 1/�#►r / I e S Gam. rp=yv% Phone#: State Certification or Registration #: GQG IS X'+%t 4 D Certificate of Competency #: • DESIGNER: Architect/Engineer: MR s O� /"su rA 4 I Phone#: 3 Address: 2�0 lei tj T L. City: j5&dt0b%L. State: �Zip: 32.C&40 Value of Vy(ork for is PFrmit: $ ^ Square/Linearlbotaig of Wdtk: Type of Work:'Addition Alteration ❑ New ❑' Repair/Replace ❑ Dmolition Description pf , qrk:,. ~ Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $, Training/Education Fee $ Z CCF $ 1 CO/CC $ DBPR $ Notary $ Double Fee $ Structural Reviews $ (RevisedO2/24/2014) Bond $ TOTAL FEE NOW DUE S Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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. 1 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 c ified copy of the recorded notice of commencement must be posted at the job site for the first ' ch r7re%in (7) s after the building permit is issued. In the absence of such sted notice, the inspectio ill not be app vedecti ee will be charged. /) �� OWNER dF AGENT The foregoing instrument was acknowledged before me this day of ��� 20 2 — - , by who is personally known to me or who has produced fJC IV &C L(C-6-- as identification and whR�H(j�,take an oath. 01 V at% , Nelelefle NOW Powell NOTARY PUBLIC: 4 Comm.:HH 159435 $�'�a Expires: Sept.21,21325 Pt�b�C Slade of Flo & Sien: / V G�i11Z,¢� Q r1►�' n,�,�Ni Print: .te J ere_ 1'0,j e f Seal: The foregoing instrument was NOFO ledged before me this day of 20 2 2 by who allyk nto me or who has produced identification and who did take an oath. NOTARY PUBLIC: ���1�!'!! ?�e��, o : • Netelepe Netekl Powell Comm.:HH159435 Expires: Se 2?,= Sign: !V ry Publk• A — Print: /\J,!P, +r_re Seal: as sssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss APPROVED BY /� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) l I-, P"I L r,., February 24, 2022 State of Florida County of Miami -Dade Before me this day personally appeared CHARLES GIBSON who, being duly sworn, deposes and says: That he will be the only person working on the project located at 9333 N. Miami Avenue, Miami Shores, FL for the company. Charles Gibson Lemon City Construction LLC CGC 1527440 Sworn to (or affirmed) and subscribed before me this 24 day of February 2022 by Charles Gibson who is Personally known to me. f t Nota Public My commission expires: �Nuuu� ��!! ►�;�.,, Natelep Nataki Powell &:`' A � Comm.:HH 159435 s Expires: Sept. 27, 2025 � WorXil", Notary Public - State of Florida 3634 Grand Avenue Miami, FL 33133 Phone: 305.777.0397 E-mail: info@lemoncity.com www.lemoncity.com Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKN, VLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. I �_ %� Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me thisy day of k&V= c t j 20--,�-2, . gy �' Pi Pam. G( P V N (—;]g PEN / U4 I C Qhoois personally known to me or has produced Lv SL as identification. Notary: SINDIA ALVAREZ MY COMMISSION # GG 238273 SEAL: `. EXPIRES. September 3, 2022 Bonded Ttrcu Notary Public Underwriters h '•F OF FEU:. g333 N �� I�� ?�� Ronda Professional Regulation Ig ' BCIS Home ! Log In I User Registration Hpt Topics Submit Surcharge Stats & Facts Publications ! Contact Us ! BCIS Site Map Links Search Product Approval USER: Public User '!. Z 0 2 2 Product Approval Menu > Product or Application Sear�t»yApplica Lis Application Detail 2-.a 1 FL # FL19092-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived C171' coply Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 t ulises@mrglasswindows.com pepartrnen Uildin9 j°reCVilUlan9e apd ateAuthorized Signature Ulises Senaris ml re9ulat�Oranl ulises@mrglasswgmpnFroled Bulld9°MOOL Technical Representative Ste�oOt1eS Address/Phone/Email aa and s i permO --O Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Cfi Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL19092 R2 COI SS-MG-1000 Alum SGD (LMI-SMI)-CI 2017.pdf Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted 02/06/2018 Date Validated 02/06/2018 Date Pending FBC Approval 02/15/2018 Date Approved 04/10/2018 Summary of Products FL # Model, Number or Name Description 19092.1 MG-1000 Aluminum Sliding Glass Large missile impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19092 R2 II SS-MG-1000 Alum SGD (LMI)-2017 DWG W15-83.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Javad Ahmad 70592 Design Pressure: +120/-140 Created by Independent Third Party: Yes Other: See installation drawing W 15-83 for span vs load Evaluation Reports combinations and installation details. FL19092 R2 AE SS-MG-1000 Alum SGD (LMI)-PAE 2017.pdf Created by Independent Third Party: Yes 19092.2 MG-1000 Aluminum Sliding Glass Small missile impact resistant aluminum sliding glass door. Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL19092 R2 II SS-MG-1000 Alum SGD (SMI)-2017 DWG Approved for use outside HVHZ: Yes W15-103.pdf Impact Resistant: Yes Verified By: Javad Ahmad PE #70592 Design Pressure: +120/-140 Created by Independent Third Party: Yes Other: See installation drawing W15-103 for span vs load Evaluation Reports combinations and installation details. FL19092 R2 AE SS-MG-1000 Alum SGD (SMI)-PAE 2017.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. upright 2007-2013 State of Florida.:: Priv y Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL19092 Date: 02/01/18 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166 Model Name: MG-1000 ALUMINUM SLIDING GLASS DOOR Maximum Panel Width: 60" Maximum Frame Height: 120" Maximum Load: +120 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W15-83 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs loads. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test REPORT �_rSealed b► r ASTM E283 Air Infiltration Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Leakage Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E331 Water Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. OR ASTM 547 & Penetration Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. TAS 202 10/25/2015 8594 Idalmis Ortega, P.E. ASTM E330 Uniform Static Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. & TAS 202 Air Press. Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. ASTM F842 Forced Entry Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. Laboratory 10/23/2015 8591 Idalmis Ortega, P.E. 10/25/2015 8594 Idalmis Ortega, P.E. 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 10/23/2015 8590 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Laboratory 10/23/2015 8592 Idalmis Ortega, P.E. 10/23/2015 8596 Idalmis Ortega, P.E. 10/23/2015 8593 Idalmis Ortega, P.E. 10/23/2015 8591 Idalmis Ortega, P.E. Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ���•���PD��Atiiy'��.,, JP •' � E 4p �: ��� ' No 70592 Javad Ahmad PE # 70592 o. ST of AI-Farooq Corporation EB # 3538 '� "� ��'" 6..ONA *� Sealed: 2/5/2018 �nnnnn 1235 SW 8711 Avenue I Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT February 5, 2018 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. MG-1000 Aluminum Sliding Glass Door - L.M.I MG-1000 Aluminum Sliding Glass Door - S.M.I Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, ,`,,v PD EAHMAO No 70592 :O ST %,Ssi ......��;� Sealed: 2/5/2018 q,0NA1- Javad Ahmad, P.E. Chief Engineer 9360 Sunset Drive, Suite 220 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com DESIGN LOAD CAPACITY - PSF AVERAGE PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES JAMBS W/O ANCHORS JAMBS WITH ANCHORS STD. ASTRAGAL STD. ASTRAGAL REINF. ASTRAGAL GLASS TYPES 'A' & 'Al' GLASS TYPES 'B' & 'B1' `C' & 'Cl, GLASS TYPES 'A' & 'Al GLASS TYPES 'B' & 'B1' C. & 'Cl, GLASS TYPES 'A' & 'Al' EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 82-7/8 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 1 120.0 140.0 54 88.9 88.9 71.1 71.1 88.9 88.9 80.0 80.0 106.7 124.4 60 1 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 48 84 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 71.1 71.1 88.9 88.9 80.0 80.0 106.7 124.4 60 1 80.0 80.0 - - 80.0 80.0 - - 96.0 112.0 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 1 120.0 140.0 42 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 48 90 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 60 - - - - - - - - 96.0 112.0 30 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 36 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 42 100.0 100.0 80.0 80.0 100.0 1 100.0 80.0 80.0 120.0 140.0 48 96 100.0 100.0 80.0 80.0 100.0 100.0 80.0 80.0 120.0 140.0 54 88.9 88.9 - - 88.9 88.9 - - 106.7 124.4 60 - - - - - - - - 96.0 112.0 30 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 36 100.0 100.0 1 - - 100.0 100.0 - - 120.0 140.0 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 48 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 50 52 54 102 - - - _ - _ - - 115.2 134.4 - - - - - - - - 110.8 129.2 - - - - - - - - 106.7 124.4 56 - - - - - - - - 102.9 120.0 30 36 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 42 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 48 108 100.0 100.0 - - 100.0 100.0 - - 120.0 140.0 50 - - - - - - - - 115.2 134.4 52 - - - - - - - - 110.8 129.2 30 36 - - - - - - - - 120.0 140.0 - - - - - - - - 120.0 140.0 42 114 - - - - - - - - 120.0 140.0 48 50 - - - - - - - - 120.0 140.0 - - - - - - - - 115.2 134.4 30 - - - - - - - - 120.0 140.0 36 - - - - - - - - 120.0 140.0 42 48 120 1 - - - - - - - - 120.0 140.0 i - - -I - I - I - I - I - 1 120.0 140.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 EXTERIOR(+) LOADS SHOWN IN CHART ABOVE ARE FOR ALL DOOR DOOR FRAME WIDTH CONFIGURATIONS EXCEPT TWO PANEL (XX) DOORS AVERAGE PANEL WIDTH = SEE SHEET 6 FOR TWO PANEL (XX) DOOR LIMITATIONS. NUMBER OF PANELS USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE DOOR CAPACITY FROM TABLE ON SHEET 1 FOR THE GLASS TYPE USED. _STEP 3 USING CHARTS ON SHEET 4 SELECT HEAD ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. STEP 5 FOR DOORS WITH UNANCHORED JAMBS, USING SHEET 8 DETERMINE MIN. AND MAX. GAP DIMENSIONS. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG-1000 (L.M.I.) ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. FL #19092 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION \\\` • �® �a� •'//� \\ , PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �.•'0cEN&4&'•.. ON THIS DOCUMENT. ��� B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF No. 70592 ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED - ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED F_ i�® �,� S T , ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS �� D-THSP.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE Of �®•••��•BBA THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ��.�\\� V� a Z M � J 0 Z C a a `1 0 D:Oo`a U 0 WN j% IL 0 - U. 0 OHM v m Cf o 0 dad 14 0 03ba N O U w0 o _ M .� wM (3 'n Z N J OD o O o p L0 3 M z V) it Irto ocn- Oro N g�MGO � 0 a N3�� CD 2i _p U' pJ � C-4 w � U z 0 N do u a N O' Va- �, aT 0 5 v° $ v` u drawing no. W15-83 sheet 1 of 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interloyer .090" Interlayer SentryGlas Trosifol PVB By 'Kuraray America, Inc.' By 'Kuroroy America, Inc.' 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'0 GLASS ui z m z m z m in = \ G4 I: G3 I I �\ = M G4 I: G3 II �\ �V) g M SILICONE DOW CORNING 795 ix p DOW CORNING 995 Gt AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN•D GLASS .090" Interlayer SentryGlas By 'Kuraray America, Inc.' r_1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 p DOW CORNING 995 LOU G1 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'B' 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREWD GLASS .090" Interlayer Trosifol PVB By 'Kuraray America, Inc.' r1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' r 1/4" HEAT STREN'D GLASS SILICONE DOW CORNING 795 p DOW CORNING 995 AT 1/4 POINTS ON LITES G1 WIDER THAN 36" ONLY GLASS TYPE V 9/16" OVERALL LAMINATED GLASS 1/4" TEMP. GLASS 3/8" AIR SPACE 1/4" HEAT STREN'D GLASS .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' 1/4" HEAT STREN'D GLASS SPACER SPACER SPACER ALUMINUM ALUMINUM ALUMINUM in(6063—T5) (6063—T5) m (6063—T5) z z z in in in G4 G3 G4 G4 � M SILICONE DOW CORNING 795 DOW CORNING 995 SILICONE DOW CORNING 795 DOW CORNING 995 SILICONE DOW CORNING 795 DOW CORNING 995 o_ ix_o � w � G1 AT 1/4 POINTS ALL SIZES G1 AT 1/4 POINTS ALL SIZES G1 AT 1/4 POINTS ALL SIZES FL #19092 GLASS TYPE 'AI' 1-3/16" OVERALL INSUL. LAM. GLASS GLASS TYPE 'BI' 1-3/16" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS GLASS TYPE 'CI' 1-3/16" OVERALL INSUL. LAM. GLASS No. 70592 9IF Vp to 3. O ~ z lty � N (L n p O so c N M, IL 0 u0nm C M °o 0 CL O 'I 0rx 19 NNI O N Q W M LL N U Z U1 = o M �zMaw Q W O! F U g Z N 00 � N o o p M t7i uj z NWT o v1 Q .t M OCO, 0 00 to - � r O C) J M LLJ 00 M drawing no. W15-83 sheet 2 of 1 ;9 CLUSTER OF 4 ANCHORS AT UNANCHORED JAMBS 3" MAX. HEAD CORNERS _ _ i I D 0 SILL ANCHORS : ---�-- CLUSTER OF 2 AT UNANCHORED JAMBS JAMB OPTION W/O ANCHORS (108" MAX. DOOR HEIGHT) (MAX. DESIGN LOADS - t 100.0 PSF) HEAD ANCHORS CLUSTER OF 3" MAX. A, 6, 8 OR 10 HEAD. �o AT INTERLOCK/ASTRAGAL CORNERS (SEE SHEET 4) --- 192" DOOR FRAME WIDTH II IIIIII II111111 IIIIIIIIII II A - r - I' I� I' I' I� C I' -- -4I i, I F II II _ _ I I ___-- �jLLJ W o �i i� C o a _ _ 1' II ===-�L----- I' I' I I I' I' 1 ' 42 1/$" FALSE MUNTIN D.L.O. _A OPTIONAL 49 7/16" SILL ANCHORS CLUSTER OF 6-/ DAYLITE OPENINGS WIDTHS: AT INTERLOCK/ASTRAGAL PANEL WIDTH - 7.313" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" MAX. FRAME AREA OF S.G.D. SHALL NOT EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. 42 1/8" D.L.O. 49 7/16" PANEL WIDTH TYPICAL ELEVATION TESTED UNIT HEAD ANCHORS k JAMB ANCHORS SILL ANCHORS 3" MAX. SILL �11111I W �w z a0 0 U CORNER \\\ I�® A�4f'I EN No. 70592 ®° s 01110 FL # 19092 ZONAL V,��' �l//1111►>> OD M 00 i Z M P J OM N Q ul Q2 �N � lz 0 00` O O � M CL to ,'� M to o W M 0 (Lo0 8 woom O N Q wZS- LL zy= s 2 11 .1 Q W m r. U Z OD v I 0 o o G i N 3 M 0 tj- ZLLJ ��10 � 0 o*o v) Od r7 col Q 00 O a N.� z 0 p O J M 04 00 m in `ol N .p O I N o � s drawing no. W15-83 Z co OD co ,. O� M� N a� �Nm Q s O O N IL 00 I N Q U O�vM Ci o m �'mW o OIL00 vi JO �Z0 Q W O iY � Z rn - o _ Q vJ J aw< J Q W m .-. J � O o V OD Z OD OD N o O p 3 M c� z_ J N <A of 10 H ONM ao * M ro coo O V) o p i � Z } i 00J M W � co m c 0 U W m c 0 .N 4) 0 c `�,1111l111//� �� �.'� NIP �GIENSF �' '�� N o fV0.70582 . ST �®®... FL # 19092 .//Z NA�`\ v` b` cti drawing no. W 15-83 sheet 4 of 12 HEAD ANCHOR LOAD CAPACITY - PSF SHIM SPACE i/2" MAX. SHIM 3/8" MAX. SHIM 1/4" MAX. SHIM ANCHOR TYPE ANCHOR TYPES 'A', 'B' & 'C' ANCHOR TYPE 'A' ANCHORS 'B' & 'C' ANCHOR TYPE 'A' ANCHORS 'B' & 'C' PANEL WIDTH INCHES DOOR FRAME HEIGHT INCHES 8 ANCHORS AT MTG. STIR ENDS 8 ANCHORS AT MTG. STILE ENDS 10 ANCHORS AT MTG. STELE ENDS 8 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT l!7'G. STILE ENDS 8 ANCHORS AT MTG. STll.E ENDS 8 ANCHORS AT MTG. STH.E ENDS 8 ANCHORS AT MTG. STILE ENDS 8 ANCHORS AT MTG. STIIB ENDS B ANCHORS AT lfl'G. STELE ENDS EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - EXT. (+) INT. - 30 140.0 140.0 140.0 140.0 i 40.0 140.0 140.0 140.0 140.0 140.0 36 42 82-7/8 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 i 40.0 140.0 140.0 140.0 48 54 128.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 114.3 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 60 t 02.9 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 36 42 48 84 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 t 40.0 140.0 140.0 140.0 140.0 140.0 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 54 60 112.8 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 124.4 101.5 112.0 1i2.0 112.0 112.0 112.0 112.0 112.0 112.0 112.0 30 36 42 48 54 90 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 135.3 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 118.4 t 40.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 105.2 124.4 124.4 121.E 124.4 124.4 124.4 121.E 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 t 40.0 140.0 140.0 140.0 140.0 . 140.0 140.0 140.0 140.0 140.0 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 96 126.9 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 48 54 111.0 140.0 140.0 128.3 140.0 139.4 140.0 128.3 140.0 140.0 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.E 112.0 111.5 112.0 102.E 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 42 48 50 102 139.3 140.0 t 40.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 119.4 140.0 140.0 137.9 140.0 140.0 140.0 137.9 140.0 140.0 104.5 139.3 140.0 120.7 i 40.0 131.2 140.0 120.7 140.0 140.0 100.3 133.7 134.4 115.9 134.4 125.9 134.4 115.9 134.4 134.4 52 54 96.4 128.E 129.2 111.4 129.2 121.1 129.2 111.4 129.2 129.2 92.9 123.8 124.4 107.3 124.4 116.E 124.4 107.3 124.4 124.4 56 89.5 119.4 120.0 103.5 120.0 112.4 120.0 103.5 120.0 120.0 30 36 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 131.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 42 1OS 112.8 140.0 140.0 130.3 140.0 140.0 140.0 130.3 140.0 140.0 48 50 52 98.7 131.E 140.0 114.0 140.0 123.9 140.0 114.0 140.0 140.0 94.7 126.3 134.4 109.4 t 34.4 118.9 134.4 109.4 134.4 134.4 91.1 121.4 129.2 105.2 t 29.2 114.3 129.2 105.2 129.2 129.2 30 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 36 42 48 114 124.6 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 106.8 140.0 140.0 123.4 140.0 134.1 140.0 123.4 140.0 140.0 93.5 124.E 140.0 108.0 140.0 117.3 140.0 t08.0 140.0 140.0 50 89.7 119.E 134.4 103.7 i34.4 112.7 134.4 103.7 134.4 134.4 30 140.0 140.0 140.0 140.0 t 40.0 140.0 140.0 140.0 140.0 140.0 36 120 118.4 140.0 140.0 136.8 140.0 140.0 140.0 136.8 140.0 140.0 42 48 101.5 135.3 140.0 117.3 t 40.0 127.4 140.0 117.3 140.0 140.0 88.8 118.4 140.0 102.E 136.8 111.5 140.0 102.E 136.8 140.0 C XO (SHOWN) OX XOX (SHOWN) IL J— v o XXO (SHOWN) -0 OXO (SHOWN) o- -0 OXXO(SHOWN) XX (SHOWN) 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. T Lop— FL #19092 ��:•' v%cENSF •'•.. No.70592 M Z 00 � I 0 o p � 3 c� 8 z N�0 H ON�; 000 N 0 q 1.01 � Q7 J O o z i �o �0 drawing no. W15-83 sheet 5 of 12 TYPICAL ANCHORS IN PAIRS _ SEE ELEV. FOR SPACIN � cr m v EDGE DIST. 4" p w s Q NN a : • STA( d '.Qa®,qi iV .e. EO EG W 1BY OR 2BY WOOD BUCK a 0 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACIN d fn Z W = EDGE DIST. 4" MIN. CONCRETE iv a N N STAGGERED 3. KSI MIN. DIAGONAL •' v °d ,' °G2 °d ° E5 © I III II G9 I I it Ir------- i WEEPHOLES: W1 = 1/4" X 1-1/2" LONG WEEP HOLES AT 5 1/2" 1L,'� FROM EACH END AND 16" O.C. lu W2 = 1 /4" X 1-1/2- LONG WEEP HOLES (1) AT FIX. PANEL (3) AT MOV. PANEL W W = a 0 w , WZ WW (- a 0 o I p I I I II I I' .,I .1 I1 r r-. S1 N V) 9 ......... CONCRETE.' ° ° °.. POURED &HARDENED •3 , KSI ' g11I� i °. ' • HIGH STRENGTH GROUT I ` I NON —SHRINK, NON—METALLIC Vc = 5000 PSI MIN. EDGE DIST. NOT BY MR. GLASS MUST TRANSFER SHEAR LOADS TO STRUCTURE W2 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING Ee � i11111Hwi111111 ���f IIIII� �IIIII IIIrill,� �r'n"TTt"f -'tom• • EDGE DIST.' 1 • TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED AT TWO PANEL (XX) DOORS ONLY WITHOUT SILL RISER LIMIT MAX. EXT.(+) LOADS TO 70.0 PSF FOR 3-5/8" SILL RISER LIMIT MAX. EXT.(+) LOADS TO 80.0 PSF FOR 4-5/8" SILL RISER MAX. EXT.(+) LOADS = 120.0 PSF v L J n 10 SCE No. 70592 • OF FL # 190 92 '!��,�,YONAL �'V %% !111111 V" Z OD ao I z h M N Q Q 2IL m N O g 0 v O �Hm air m s 0 L 0 < j O 43ba fA 0 Ld Q W U 0 is Z00 N� U 00 Z N j •0 0 3 � 0 0 � N 3 � z Nx10 N Zo �-'i O * M c , 0 oo Q �a c) �n p C:) taJJ M Ib m drawing no. W15-83 sheet 6 oQ 2 TYPICAL ANCHORS IN PAIRS 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'- 5/16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 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'- ,5Z16" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO CONCRETE 2" MIN. EMBED (HEAD/SILL) TYPE 'C'- SZ16" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AT HEAD/SILL = 2-3/16" MIN. INTO CONCRETE AND BLOCKS AT JAMBS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. METAL STRUCTURES 1/8- THK. 4" MIN. STAGGERED DIAGONAL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING r-----------------------i r---------------------- i II F.B.C. APPR'D MULLION II �j SEE SEPARATE APPROVAL I I I i w FL #19092 SEE ELEV. FOR SPACING AFC ��;�•cENelk,�® No.70592 _ ,OT Z � J OZ M� a N QE --:"o- o O.j c� N M IL of 0 �Nh cipWM 00o m o 0 0 N 00 N Q W = U. 6 �ZN -o z�g W Q W 01� 1- _j Z_ 00 v � O 0 o G i N 3 M 0 z tnCD x� �� ON;j m N o * t000 C 0 Q N3� 14 00z i 0 _3 CN W _j 0 �03m� n :- /�' N 1 2 m a drawing no. W15-83 sheet 7 of 12 I TYPICAL ANCHORS f C L tj LUAU ULAKINU SHIMS 1 /4" MIN 3/4" MAX. GAP SEE NOTE BELOW ( F 1 ANCHARFn .IAMR E � UNANCHORED JAMB SILICONE DOW CORNING 790 DEPTH = 3/8" MIN. FRAME WIDTH NOTE: MAX. MOVEMENT CONSIDERED=100R STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. n #14 X 2-7/8" FH SDS EXTE: STtl ASTRAGAI © REINF. ASTRAGAL V M 00 1 u� Z M1 Q f N IL Ooo`0 v 1% o t LL O t ,'� M caoo also O Q W 0 LL. �zN-O� U to Z N J OD v I O O Q � O zLLJ 1!1 � f- O N M to `I M 00 o N3� O 2 i 00 0 J M � W 00 m i � o ego No. 70592 a v u F �� drawing no. i e. oRIoP. W 15-83 FL #19092 /llliiil% sheet 8 of12 TYPICAL ANCHORS SEE FOR SPACING O ING H )AD BEARING SHIMS TYPICAL ANCHORS DRILL NO 7 SEE FOR SPACING AND TAP FOR 1/ 4"-20 O 'S . • 1 - ( SET SCREW 1/4"-20 x 3/4" ;- . ram' AT 4" FROM TOP & BOTTOM AND (2) AT MIDSPAN AT 6" O.C. a LzDJ / C) tJ, . VERTICAL SLOT 0.257"0 x 1/2" LONG CENTERED WITH THE SET SCREWS. 1 /2" MAX. MAX. DOOR FRAME WIDTH LOAD BEARING SHIMS n LUAU titAKINU SHIMS ANCHORS V. ACING f LUAU ULAKINU SHIMS FL #19092 Vc; co I Z M (• J O M� a QLu 2 -C O O, 0 U N Igoe O t rp p aco O �b� 'ICA ANCHORS a M ; 2 6 2 SPACING U. Z 0 2 .1 0ma j a W 0) Z N 00 0 S 3 M z N�10 25 WH :3 ONM Z !n 0 '* M oNID 0 Q N 3 u � 0Z� O O J v �00M `�111111 „ ►►1/ �GEN&. No. 70592 N I 1 N O � M tc u L drawing no. W15-83 sheet 9 of 1 2 I � T 1.760 5.687 r 125 8 %i v Cl rr 2.625 I 1 3., E1 FRAME HEAD/SILL .125 .412 �i 1.370 F� E2 FRAME COVER �{ 1.467 .075 2.625 -�i F _ .500 nE3 JAMB COVER 5. E6) PANEL RAIL/STILE 1.605 -{ _t_j 125 2.492 2.635 I= -- 2.412 PANEL INTERLOCK .055 .241 �I .840 L E8 INTERLOCK COVER 1.370 41 628 Es TRACK t---1.750 --1 .452 F 1.547 )0 1 3.633 E14 SILL RISER (OPTIONAL) LA3 .452 --1 to - I 0 2.000 2.547 d 4.633 4.374 2. CORNER KEY 080� ALIGNMENT CORNER Al ST. STEEL E15 1.855 r I --� SILL RISER (OPTIONAL) -9� 060 1.073 E11 GLASS STOP (LAM. GLASS) �-.657 1.ErO63 I _I 1.135 E13 .720 .125 E4 FRAME JAMB 6.450 � 0 2.750 2.635 90 0 1.730 .075 I' 1'467 .060-4U_- THRESHOLD/JAMB CAP El 0) REINF. ASTRAGAL 1.850 2.180 .188 Ll 125 1.550 E13 STD. ASTRAGAL 1.173 2.263 r __ .950 1 073 633 Et2 GLASS STOP ONSUL. LAM. GLA V� t z a a Ot t Mtn v o M O'O0�M 8 O n.Oo .4 0yyr O Q W 5 e u?N 3 a uj 0) � Z_ OD v I o O OG N M � z (nm(D lz H OV)rjato N 0 t C.04 00 t 0 a N3� v Z p C) J M moo m . ...6.. .' No.70592 � 1 ��® •' 8 • • drawing no. r • �.��®�, W 15-83 FL #19092 i���l�A�1`��`�` sheet 10 of: ITEM # PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 1000—E-1001 2 FRAME HEAD/SILL 6005—T5 — E2 — AS READ. FRAME COVER 6063—T5 — E3 — AS READ. JAMB COVER 6063—T5 — E4 1000—E-1002 2 FRAME JAMB 6063—T6 — E5 1000—E-1005 AS READ. THRESHOLD/JAMB CAP 6063—T5 — E6 1000—E-1010 AS READ. PANEL RAIL/STILE 6005—T5 — E7 1000—E-1011 AS REQD. PANEL INTERLOCK 6005—T5 — E8 1000—E-1018 AS REQD. INTERLOCK COVER 6063—T5 — E9 1000—E-1007 l/ MOV. PANEL TRACK 6005—T5 — E10 1000—E-1013 AS REQD. REINF. ASTRAGAL 6005—T5 — Ell 1000—E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 6063—T6 — E12 1000—E-9002 4/ PANEL GLASS STOP (INSUL. LAM. GLASS) 6063—T6 — E13 1000—E-1012 AS REQD. STD. ASTRAGAL 6005—T5 — E14 MGR-1014 AS REQD. 3-5/8- SILL RISER 6063—T6 OPTIONAL E15 MGR-1019 AS REQD. 4-5/8" SILL RISER 6063—T6 OPTIONAL G1 W71325NK AS REQD. TRI FIN PILE W'STRIPPING — ULTRAFAB G2 — AS REQD. COMPRESSION GASKET EPDM DUROMETER 70±5 SHORE A G3 — AS REQD. OFFSET GLAZING GASKET SANTOPRENE DUROMETER 70±5 SHORE A G4 — AS REQD. WEDGE GASKET EPDM DUROMETER 70±5 SHORE A G5 E516 AS REQD. AIR SEAL GASKET SANTOPRENE ULTRAFAB G6 E238 AS REQD. INTERLOCK GASKET POLYPROPYLENE ULTRAFAB G8 — — 1/4" THK. FOAM PAD POLYETHYLENE — G9 — — AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE — G10 — — AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE — G11 — AS REQD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A Al — — ALIGNMENT CORNER ST. STEEL — A3 — — CORNER KEY 6063—T6 — Li PS01-7002 — 2 POINT MORTISE LOCK & HANDLE — INTERLOCK L2 PSOI-7102 — 2 POINT MORTISE LOCK & HANDLE — INTERLOCK L3 PS01-1005 — ADJUSTABLE STRIKER — INTERLOCK L5 — — LOCK RECIEVER 6063—T5 — M1 — 2 PANEL ROLLER ASSEMBLY AT 9" FROM ENDS ST. STEEL/ACETAL FASTENED WITH (2) 12-24 X 3/4- PH MS M6 — AS REQD. PANEL GUIDES NYLON — M7 — AS REQD. PANEL GUIDES NYLON — S1 #12 X 1 1/2- 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS S2 10-24 X 1/2" AS REQD. INTERLOCK FASTENERS, AT 6- FROM ENDS AND 12. O.C. ST. STEEL PH TC MS S3 #8-18 X 1/2- AS REQD. LOCK RECIEVER FASTENERS AISI 304 PHILIP PH SMS S4 1/4-20 X 1/2" AS REQD. PANEL ASSEMBLY FASTENERS ST. STEEL FH SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. �00 'r J Z q O i- M {Q Q LOCKS: Q m 2 SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK 901 o 0 w 00 AT 38-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH N (2) 10-24 X 1/2" FH TC MS 0 LL SURFACE MOUNT METALLIC HANDLE AT 38-1/2" FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 8-32 X 2-5/8" FH MS G c`c�r�I c�I SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2- FROM BOTTOM 0 p FASTENED WITH (1) #14 X 2-7/8" FH SIDS AND 0 Z 0 N (1) 12-24 X 1/2" PH MS m Q W U. w N - M _i z �m+f Q W Q W GI f !- U 'f) _Z 00 N n O O o p � N 3 M C �t7j W z to 0 O � tf) 000 N o�00 o 0 a � oz 0 C C� O J IM I N W _j �00m .• • ENSF co 00 F- No. 70592 y a ST • , drawing no. ®®...'.°�c�®�� W 15-83 FL # 19092 /�� 0jivu . ��```� sheet 11 of 12 s4 W. I i sl Oka I I FL #19092 A�p 'oCEN .Y NO. %0592 17, (3 'f) Z 00 v � cr O 0 fn Z M z V) N 0 M ONO 00 O Q N 3 L� d 00 �Z��n 0 O 0 J v 0c) m W in N m000• �T drawing no. W15-83 sheet 12 of 12 10/15/2020 Florida Building Code Online FloridalY p �1V 'N d f3t� ft &Pc s. lFjakia? BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts Product Approval USER: Public User Product Approval Menu > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email 7 n L A Quality Assurance Representative Address/Phone/Email d DBPR HOME QU7 DBPR rDBPR DIVISIONS gONTACT DSPR . '1 FL29676-R1 Revision Cot) �7 ZT 1 2020 ri ' l ! Approved I{ TV �J Mr -Glass Doors & Windows Manufacturing, LLC 8051 NW 79th Place Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.corr Ulises Senaris ulises@mrglasswindows.corr Augusto Arias 8120 NW 84th St Medley, FL 33166 (305) 470-8284 aarias@mrglasswindows.con https://www.floridabu ilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsJwwM3n%2b4Th2dvgxOhsPeA58oSHPVt2OgzT3pceaAG5Q%3d%3d 1 /3 10/15/2020 Florida Building Code Online Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I � Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Jalal Farooq Evaluation Report Florida License PE-81223 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By JAVAD AHMAD PE, INC. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL29676 R1 COI SS - 600 Casement (LMI) - CI 2020.pdf Standard Year ASTM E1886 2013 ASTM E1996 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/18/2020 https://www.floridabu ild ing.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsJwwM3n%2b4Th2dvgxOhsPeA58oSH PVt20gzT3pceaAG5Q%3d%3d 2/3 10/15/2020 Florida Building Code Online Date Approved Summary of Products 10/13/2020 FL # Model, Number or Name Description 29676.1 Series 600 Aluminum Casement Large missile impact resistant aluminum outswing casement Window window. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL29676 R1 II SS - 600 CASEMENT (LMI) DWG 19-28F (2020)_pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Jalal Farooq PE 81223 Design Pressure: +80/-100 Created by Independent Third Party: Yes Other: See installation drawing 19-28F for span vs. load Evaluation Reports combination and installation details. FL29676 R1 AE SS - 600 CASEMENT (LMI) PAE 2020.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® 91 ® eClreck Credit Card Safe https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgsJwwM3n°/a2b4Th2dvgxOhsPeA58oSHPVt2OgzT3pceaAG5Q%3d%3d 3/3 AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT August 7, 2020 Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr -Glass Doors & Windows Manufacturing LLC. Series 600 Aluminum Casement Window (L.M.I) Certificate of Independence To whom it may concern, As the design engineer retained by Mr -Glass Doors & Windows Manufacturing LLC. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, VCEN... 00 ' i No. 8 ��0 . ST k' 'i FLORMI'.•' G\�� ,ZONAL ,, Jalal Farooq, P.E. CFO Sealed:8/7/2020 9360 Sunset Drive, Suite 2201 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com "kVAL-FAROOQ CORPORATION UsCONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D FL 29676 Detailed Product Description: Date: 08/11/2020 Manufacturer: MR -GLASS DOORS & WINDOWS MANUFACTURING, LLC Manufacturer Address: 8051 N.W. 79TH PLACE. MEDLEY, FL 33166 Model Name: SERIES 600 ALUMINUM CASEMENT WINDOW Maximum Load: +80 PSF, -100 PSF (Large Missile Impact) Installation Drawings # 19-28F This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. For maximum sizes, combination of span vs loads and anchor type refer to installation drawings. Comparative analysis used X Yes _ No Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202) Test Description Test Location Test Report Date Test Report# Test Sealed By 3/19/2019 HELTI-18-6079 ASTM E283 Air Infiltration Hurricane Engineering & 3/19/2019 HELTI-18-6082 Rafael Droz-Seda, PE Leakage Testing Inc. 3/19/2019 HELTI-19-7004 ASTM E331 OR 3/19/2019 HELTI-18-6079 ASTM E547 & Water Hurricane Engineering & 3/19/2019 HELTI-18-6082 Rafael Droz-Seda, PE Penetration Testing Inc. TAS 202 3/19/2019 HELTI-19-7004 3/19/2019 HELTI-18-6079 3/19/2019 HELTI-18-6082 ASTM E330 &TAS Uniform Static Air Hurricane Engineering & 3/19/2019 HELTI-19-7004 Rafael Droz-Seda, PE 202 Press. Testing Inc. 3/19/2019 HELTI-19-7008 3/19/2019 HELTI-19-7011 ASTM F588 or Forced Entry Test Hurricane Engineering & 3/19/2019 HELTI-18-6079 Rafael Droz-Seda, PE AAMA 1302.5 Testing Inc. 3/19/2019 HELTI-18-6082 Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) 3/19/2019 HELTI-18-6080 3/19/2019 HELTI-18-6081 3/19/2019 HELTI-19-7005 FBC 1626.2 1/19/2019 HELTI-19-7009 (TAS 201 & 203) Large Missile Hurricane Engineering 3/19/2019 HELTI-19-7010 ASTM Rafael Droz-Seda, PE E1886/1996 Impact &Cyclic &Testing Inc. 3/19/2019 HELTI 19 7012 ANSI Z97.1 3/19/2019 HELTI-19-7015 3/19/2019 HELTI-19-7016 4/29/2020 HELTI-20-8050 6/29/2020 HELTI-20-8071 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2020 Florida Building Code. Evaluation Report Engineer: '" IIIt"l, RO0 812231) ST PE 81223 Jalal Farooq # IOIyAt AI-Farooq Corporation EB # 3538 '" 11100 Sealed:8/12/2020 9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com 4" MAX. CORNERS �- x c9 w _ W \ a �p n f ; O I OJ Z a 0 3 w 38 9/16" WINDOW WIDTH 30 7/16" D.L.O. HEAD SILL BELOW 5 POINT LOCK 37" m w FALSE MUNTINS (SURFACE APPLIED) OPER. VENT WIDTH a � MAY BE USED ( ) a v X SERIES 600 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 6. APPROVAL APPLIES TO SINGLE, DOUBLE OR TRIPLE WINDOWS IN ANY COMBINATION OF OPERATING OR FIXED UNITS USING INTEGRAL IMPOST IN BETWEEN. ALSO TOP & BOTTOM COMBINATIONS OF FIXED/OPERATING OR OPERATING/FIXED IN SINGLE, DOUBLE AND TRIPLE UNIT COMBINATIONS USING INTEGRAL IMPOST IN BETWEEN. ALSO SIDE BY SIDE OR TOP AND BOTTOM COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING FBC APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LOCKING POINTS SEE CHART WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH 26" 2 38-3 8" 3 50-5 8" 4 76" 5 76 5/16" TYPICAL ELEVATIONS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION)/2020 (7TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017/2020 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. DESIGN LOADS SHOWN ARE BASED ON 'ALLOWABLE STRESS DESIGN (ASD)'. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. 38 9/16" i0 n M FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ( 0 ) ANCHOR SPACING: 14" O.C. MAX. FOR LOADS UPTO 80 PSF 11" O.C. MAX. FOR LOADS ABOVE 80 PSF w ZO J ww W m N THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. FIXED WINDOW (0) COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. FL #2967fi Sealed 8-11-2020 A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND \\\�11111ir//e/ ��% , INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �% %P,� �� ••• ••� i �'........ �� %CEi1Is+ ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF �p BIYZ3 ALTERED BY ANY MEANS. _ C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED{ ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE ®'. S ••.•• SPEFIC DRAWINGS FOR REVIEW. CID- ''�����• O •• ��\``` THIS P.E.D. S SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. � J � J Z OD I c = o o V t _Z Q � � o � M W X mLLJ N a Q O N tL U z v z ad tto Q � 0) M M a o��n co tri Z j w 0 Ln 70- O 0)N do m F U m o N N zo 0 F 0- 0 a P, 9 x D a,o 7 a a 7 N O � ~ ei ei a O a[ v° m v o drawing no. 19-28F sheet 1 of 38 9/16" 76 5/16" 38 9/16" WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH co 30 7/16" 68 3/16" 30 7/16" Z a' D.L.O. D.L.O. D.L.O. 0 HEAD TRANSOM ANCHORS HEAD HEAD "D z SILL SEE SHEET 10 SILL SILL SPACING FOR CAPACITY SPACING TRANSOM ANCHORS Q 4" MAX. 4" MAX. SEE SHEET 10 4" MAX.SPACING Q e T EE NOTE F EE NOTE FOR CAPACITY T EE NOTE O p ` 0 HEAD/SILL BELOW HEAD/SILL g BELOW HEAD/SILL BELOW Q '� 44 ? v CORNERS CORNERS CORNERS I n Cp m ao = tO d ao 00 x a �y M n x� \ O H r "0 a-Z O H V N � t0 0 1 D 'd f- LLJ N\ N 7 rLO 0 10 Z 0 0 O l I Q y e6 ro II 11 -77 I c2 I I = w C I D 00 w w H 11 -� ,n $ x x 9 II C.5 N 1 ( Z m 3 3 = ao rn o w_-- °' o z _ -,0 - z_ io 3 w o c� �O 3 O �O L'i3 z O Ld VI mz oo Z= o n Z mz o3 r mz 03 z n 0 r J II �U Z J ICJ Z J n J 11 ICJ Z-j Z v co o II _ �Q ww �Q i''w n `D o --- II �a ww IZ ---��---_- AJ N wm N wm '----��----- (n wm X LLJII (n � x II to W U) 0 \ II II (n O \ II II U C \0 c0 II 11 N M rn B 0 0� r- co V) z _e MN \� / N N to 37" x m w 37" x m x 37" m m w FALSE MUNIINS .4 z FALSE MUNTINS 4" g g z FALSE MUNTINS z N 00 m (SURFACE APPLIED) OPER. VENT WIDTH = (SURFACE APPLIED) OPER. VENT WIDTH = � 0: (SURFACE APPLIED) FIX. VENT WIDTH = MAY BE USED a MAY BE USED NP' 4. 0 MAY BE USED 0 IMPOST ANCHORS SEE SHEET 6 FOR CAPACITY ( 0/X) ( 0/XX) ( 0/0 ) 0 ANCHOR SPACING: 14" O.C. MAX. FOR LOADS UPTO 80 PSF L. 11" O.C. MAX. FOR LOADS ABOVE 80 PSF afi v TYPICAL ELEVATIONS c 0 0 `�11111111/���' � c �I��...�� '�I Im o N0.89223 _ a a a a _ C Y r 4.� • • ¢b _. C �1 Sealed 8-11-2020 Eo;j8F FL #29676 �'�ii�lll��l�l��` sheet 2 0 14 _ co �~ u Z a O 9 � 'o o � 10 i 1 I�. II I x c� a O � � o II II 11 / 7 n V" 76 5/16" 114 ro 1/16" � m� I WINDOW WIDTH WINDOW WIDTH N IMPOST ANCHORS IMPOST ANCHORS 1 30 7/16" 30 7/16" . 0)SEE SHEET 6 SEE SHEET 6 Z w ti D.L.O. FOR CAPACITY D.L.O. FOR CAPACITY O y J HEAD HEAD °j z 4" SILL SILL W a TYP• SPACING SPACING 4" MAX. 4" MAX. 4 Qi O p g O rEE NOTE EE NOTE HEAD/SILL 9 ELOW HEAD/SILL ` NP \ BELOW CORNERS �� CORNERS _ lot w _ ° w m = _ ZOZ" 0o 00 W IA f 3 ^ w ^ mz o3 n 3 ^ w ^ ~ mz o3 to QQ Z W > c0 QQ Z W ^ J z �NWm z_ �0-wm J m 3 a N 3 a �-�. c� N O I 0 n _z < 3 = o l W X I 1AV W v If U 0 U 37" m 37" x z .73 t FALSE MUNTINS f m Z FALSE MUNTINS m Z +J (SURFACE APPLIED) OPER. VENT WIDTH a � (SURFACE APPLIED) OPER. VENT WIDTH a x _ 0) MAY BE USED v MAY BE USED a C> d ( XO ) SHOWN ( XXX ) SHOWN J `D 0 o��n ( 00 ) (OXX) w o ( X00) N �00m ANCHOR SPACING: ( OOX ) 14" O.C. MAX. FOR LOADS UPTO 80 PSF ( 000 ) 11" O.C. MAX. FOR LOADS ABOVE 80 PSF ( OXO ) TYPICAL ELEVATIONS c 0 c v a� c a� 0 0 .y in n I °N Ir No.81223 p \ r @J Ar z u L Y O Sealed 8-11-2020 ®�•. ST ®��t9�� drawing no. %,�s' • • • ��,•�' 19 - 28 F FL #29676 '��, ������ ��1111j1� sheet 3 of 14 B II / II / u /�i K 9 / II 10 O f1l 0 VI J 0 I I \ II \ I \I 11 8 I I /I I / �I S \ \ / / J II B7 ii \ ' � / \ Ic a 97 9/16" WINDOW WIDTH 89 7/16" D.L.O. HEAD SILL 4" MAX. SPACING EE NOTE 9 BELOW HEAD/SILL CORNERS kovnrn%.r- nrruwj MAY BE USED 4NCHOR SPACING: 14" O.C. MAX. FOR LOADS UPTO 80 PSF 11" O.C. MAX. FOR LOADS ABOVE 80 PSF / f1l ( 0/XOX ) SHOWN ( 0/XXO ) ( 0/OXX ) ( O/X00 ) ( 0/OOX ) ( 0/000 ) ( 0/OXO ) TYPICAL ELEVATION TYP. IMPOST ANCHORS SEE SHEET 6 FOR CAPACITY TRANSOM ANCHORS SEE SHEET 10 FOR CAPACITY �( N Q m W Q z O U Sealed 8-11-2020 `�1111111A. 1///�/ No. 81223 V 00 N I kil J 1� M Q Xoo` o! d � U NW�1 0t9ti v 8 L .i o%0C g /y0 d C G A oil j c 0 rn o i o 0 o a a drawing no. 19-28F FL #29676 sheet 4 of 1 38 1/2" MAX.V WINDOW WIDTH 00 36 15/16" j' OPER. VENT WIDTH Z ti rn CO 30 3/8" 42" MAX. 0 M z yj FALSE MUNTINS D.L.O. � WINDOW WIDTH � Q (SURFACE APPLIED) Z 40 7/16" g e a a- MAY BE USED o OPER. VENT WIDTH 0 J .� OU U 33 7/8" IL FALSE MUNTINS D.L.O. x 0 cr --lC (SURFACE APPLIED) 2 m Z y p- MAY BE USED 0 a C (q II � lq it Ca D —7� S Z ru C Al g / T ic e / 116 _ � /==1 II/ S zss � .. �Z / f _ t0 > 00 x B M Z O O \ Q IL N J 1;! �' C9 OD x it N 0 it N m 9 II � m � U � 0 \ II ro ZLi o___0as o L v p\ (2) ANCHORS = X (2) ANCHORS 3 'O Z_ II AT TRANSOM AT TRANSOM z Q M 3 ENDS 30 _ 1 I p \ f ENDS m x �- 0 N 0 rn Z_ 3 0 }} Z M cn co F- i0 C� F F i0 C� � Q M M x rn a00 H - x rn o H �X_F \O 9 �� �x� \O 9� o 3 w rn M > a. O rn M > M O O W (W 4" MAX. G MAX." MAX. G MAX. HEAD/SILL 9HEAD/SILL 9 CORNERS SEILAu CORNERS HSEAD ( ILL X/O ) o TYPICAL ELEVATIONS U N N MAXIMUM DESIGN LOAD RATING = + 80.0 PSF MAXIMUM DESIGN LOAD RATING = + 78.6 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 80.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 78.6 PSF o 0 ``�11111111/►�' � c i \�GEN3�c' � in y � I a N0.81223 o O y 'p U Sealed 8-11-2020 =� �� ®�•. . ST ^�41 drawing no. FL #29676 "'ifIiIll ```` (sheet 4.1of14 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraroy America, Inc.' r-1/8" HEAT STREN'D. GLASS CL W 12 11 m SILICONE 6 I �I DOWSIL 795 o `J x7—�' x x w 15 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'A' 5/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraroy America, Inc.' I-1/8" HEAT STREN'D. GLASS F 12 11 m SILICONE z N 7 DOWSIL 795 ji I �I M I I I o: O a: w x x AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 11/16" OVERALL INSUL. LAM. GLASS 1/4" AIR SPACE CONSISTING OF: 'DURASEAL' EDGE SEAL SYSTEM BY 'QUANEX' 3/16" HEAT STREN'D. GLASS .090" Interlayer Trosifol PVB By 'kuraroy America, Inc.' r-3/16" HEAT STREN'D. GLASS GLASS TYPE 'B' 7/16" OVERALL LAM. GLASS SILICONE DOWSIL 795 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY Sealed 8-11-2020 FL #29676 No. 81223 %Q .. ST, V � v_ m :to N I Z to J O N Zoe O HM vM W� n. o a c 01 lu ^ U J 00 I O M U 't Z_ N Q O Z � M w to o Q Q N li U ZU _a a-� Z .Zf L o � 3 LL- co N Z ,n w � 5 n E cI o N M 00 2 m � � a a N_ 0 m a c V drawing no. 19-28F sheet 5 of 14 DESIGN LOAD CAPACITY - PSF OPERABLE CASEMENT (X SIZES) FRAME DIMS. GLASS TYPES 'A' & 'A1' GLASS TYPE 'B' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1 /8" 26-1/2" 37" 26" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 19-1 /8" 26-1/2" 37" 38-3/8" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 19 -1 /8" 26-1/2" 37" 50-5/8" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 19-1/8" 26-1/2" 37" 56" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 19-1 /8" 26-1 /2" 37" 63" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 19 -1 /8" 26-1/2" 37" 72" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 19 -1 /8" 26-1/2" 37" 38-1 /2" 76" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 12" 18" 24" 30" 38" 42" 36" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 12" 18" 24" 30" 38" 42" 48„ 1 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 77.9 77.9 77.9 97.4 70.5 70.5 70.5 88.1 12" 18" 24" 30" 38" 42" 60„ 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 77.9 77.9 77.9 97.4 70.5 70.5 70.5 88.1 12" 18" 24" 30" 38" 72" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 77.9 77.9 77.9 97.4 WIDTH �� / H c� DESIGN LOAD CAPACITY - PSF OPERABLE CASEMENT (XX SIZES) FRAME DIMS. 2 ANCHORS AT IMPOST LOCATION 4 ANCHORS AT IMPOST LOCATION GLASS TYPES 'A', 'A I' & 'B' GLASS TYPES A', 'Al' & 'B' WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 37" 53-1/8" 74" 26" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37" 53-1 /8" 74" 38-3/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37" 53-1 /8" 74" 50-5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 74.1 74.1 80.0 80.0 37" 53-1 /8" 74" 56" 80.0 80.0 80.0 80.0 77.7 77.7 80.0 80.0 63.5 63.5 80.0 80.0 37" 53-1 /8" 74" 63" 1 80.0 80.0 80.0 80.0 66.7 66.7 80.0 80.0 53.5 53.5 80.0 80.0 37" 53-1 /8" 74" 72" 75.9 75.9 80.0 80.0 56.5 56.5 80.0 80.0 44.5 44.5 80.0 80.0 37" 53-1 /8" 74" 76 76" 71.4 71.4 80.0 80.0 52.9 52.9 80.0 80.0 41.4 41.4 80.0 80.0 40.7 40.7 80.0 80.0 24" 36" 48" 60" 76" 84" 36" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 36" 48" 60" 76" 84" 48" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.9 77.9 77.9 77.9 70.5 70.5 70.5 70.5 24" 36" 48" 60" 76" 84" 60" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 76.5 76.5 80.0 80.0 65.3 65.3 80.0 80.0 56.6 56.6 77.9 77.9 1 53.8 53.8 70.5 70.5 24" 36" 48" 60" 76" 72" 80.0 80.0 80.0 80.0 77.7 77.7 80.0 80.0 61.2 61.2 80.0 80.0 51.5 51.5 80.0 80.0 45.8 45.8 77.9 77.9 NOTE: FOR TRIPLE CASEMENT CONFIGURATION MULTIPLY OVERALL WIDTH BY 2/3 AND APPLY CHART FOR XX SIZES. Li THE GLASS AREA OF ANY INDIVIDUAL SASH SHALL NOT EXCEED THE MAXIMUM TESTED AREA. WIDTH DESIGN LOAD CAPACITY - PSF FIXED CASEMENT ( 0 ) FRAME DIMS. GLASS TYPES 'A' & 'Al' GLASS TYPE 'B' WIDTH LENGTH EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1 /8" 26-1/2- 37" 53-1 /8" 26" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 19-1/8" 26-1/2- 37' 53-1 /8" 38-3/8" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 77.1 77.1 77.1 96.4 19-1 /8" 26-1/2- 37" 53-1/8" 50-5/8" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 58.5 58.5 58.5 73.1 19 -1 /8" 26-1/2" 37" 56" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 19-1 /8" 26-1 /2" 37" 63" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 19-1/8" 26-1/2" 37" 72" 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100'0 19-1/8" 26-1/2" 37" 38-1/2- 76" 80.0 80.0 1 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 24" 30" 32" 36" 42" 48" 48" 1 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 70.5 70.5 70.5 88.1 61.7 61.7 61.7 77.1 24" 30" 32" 36" 42" 60" 1 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 70.5 70.5 70.5 88.1 24" 30" 32" 36" 72„ 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 80.0 80.0 80.0 100.0 24" 30" 32" 84" 80.0 80.0 100.0 80.0 80.0 _80.0 80.0 100.0 80:0 80.0 80.0 100.0 24" 96" 80.0 80.0 80.0 100.0 L W , 3 J NOTE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. ^ U 00 Z 00 N 3 � I O � U z_ Q � = o � M z W X UJ U V Z � m 3 0- ca Z .Zi L (O (D �0)t+j M O O LL C> N Z j N _ N n W C7tn:v O N m do Sealed 8-11-2020 II.. FL #29676 N • MN � v, o i a No.81223 % o I `- T • �= O U ®�•. ST drawing no. it, 1111 W sheet 6 of 14 1BY WOOD BUCK 101 TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST, 'a d ° EDGE TYPICAL ANCHORS SEE ELEV. FOR SPACING m U O N 3 EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE IF TYPICAL d S FOR �--------------- r--------------------i� + I F.B.C. APPROVED I j + MULLION & MULLION ANCHORS + j 1� SEE SEPARATE NOA �I 1, ,I EDGE DIST. I I+ --- + - - - -^- ----JJ 1 15 WOOD BUCKS AND METAL STRUCTURE NOT BY MR —GLASS —' 00 !! �! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM z i! It AND TRANSFER THEM TO THE BUILDING STRUCTURE. 30 = on !I 3 1 ii TYPICAL ANCHORS: SEE ELEV. FOR SPACING w M !i ,5/16" DIA. ULTRACON BY 'DEWALT' (Fu=177 KSI, Fy=155 KSI) N 3 y _ +�+ INTO 2BY WOOD BUCKS OR WOOD STRUCTURES � Z v _ z d 1-1 /2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) a. CD o w THRU 1 BY BUCKS INTO CONC. OR BLOCKS = rn M M in 0 li ! 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Q C) r 3 0.o ► R', 1; i+ I ;I i + 1-1/4- MIN. EMBED INTO BLOCKS (JAMBS) o o -j to o li W I! ! !! DIRECTLY INTO CONCRETE OR BLOCKS 1-1 /4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) �? = W +� ! �+ 1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS) Ln 5116" DIA. TEKS OR SELF -DRILLING SCREWS (GRADE 5 CRS) i !! I! a I INTO F.B.C. APPROVED MULLIONS AND I! ! !I INTO METAL STRUCTURES (HEAD/SILL/JAMBS) I! !I !! 2 (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.) o 21 STEEL: 1 /8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N 20 WCRITICAL EDGE DISTANCE 14 INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. METAL STRUCTURE = 3/4" MIN. •N o OINTO WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. �111III/// + 1 CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. ��� �� FAP C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. �� �@�,. °'°°'••.�i •• °i ------------- a � No.81223 _ o EDGE DIST. dZVI° ° Sealed 8-11-2020®�•••••• sT .°�Q�` drawing no. s e TYPICAL ANCHORS °• • �i✓��4���` SEE ELEV. FOR SPACING °°�' �®��` 19-28F A FL #29676 /ie►lollel���` sheet 7 of 14 c� F.B.C. h 41/ 4" MAX. APPROVED MULLION 0D / SHIMS SEE SEPARATE APPROVAL 01 1" MAX. SHIM O O TYPICAL ANCHORS Z A �' 1 SEE ELEV. 14 22 1 1 BY FOR SPACING O Q WOOD BUCKS r o ATYPICAL ANCHORS N ° SEE ELEV. d w FOR SPACING O Y � _ p m U V IJ !^I 7 _ _ M OF' -- -------- ------ -- — — -- -- 3 _ — — _ IL Q O_ } o w - - - - - - - - 0: r_ mo3 0 �. O o ZW� W 3 381 EXTERIOR W�f p WINDOW WIDTH WINDOW WIDTH 14 2 D.L. OPG. 2 14 v J � J � VENT WIDTH v a z 00 I WINDOW WIDTH Oo r, z Q TYPICAL ANCHORS o SEE ELEV. F— M FOR SPACING w X Lv � Ili O U U Z O � 3 d cfl Z Ad r 1 /4" MAX. N p) M SHIM � o p C E 1 /4" MAX. a o _i coo 0 SHIMS ° p � I'- n 1 14 22 4 ° can S Z � M a TYPICAL ANCHORS w 4 CD 41SEE ELEV. Fx I y METAL ° FOR SPACING N 00 �T STRUCTURE a ° tijLk .—. _._.—. .—.—. _. C W ~ 2 O ° jL�� (��I C C4 W Wa EXTERIOR 1BY ° LWOOD BUCKS d ° d 14 2 D.L. OPG. 2 14 D.L. OPG. c a� o a VENT WIDTH > o WINDOW WIDTH \��� �� FQd q,, TYPICAL ANCHORS ` \,\C�N3�c `••,• ' !N SEE ELEV. NO. 81223 o � FOR SPACING O .X �3 V Sealed 8-11-2020 s °��1 drawing no. •° °°� 19-28F FL #29676 ee�lllli\\\�� sheet 8 of 14 1BY TYPICAL ANCHORS WOOD BUCK SEE ELEV. FOR SPACING EDGE DIST. d a a WOOL TYPICAL A SI FOR O 4 q v a da a' d ° EDGE''DIST. o d v .. Yt n TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAMES CAN BE USED AT ALL SUBSTRATES SHOWN ON SHEETS 7 AND 8. 1 /4" MAX. Sealed 8-11-2020 FL #29676 u 0 I N Z G J Z W ri. oaC s o' s o WN cy voW� �OO �. !a0 J 381 ^ U J J N 00 Z N W 3 o = 01 � U � Z_ Q 0 H v Z W . X Lu En O W � 0 U Z � 3 Z .43j t to O C 3 LL- N Z ;n 0 W r- 0)0 M of W � o (P) m00: F drawing no. 19-28F 11 V" I _ II I! 13 N ii Ij li I t� 0 i! !I 4 Z q h j = TRANSOM ANCHORS f i !! ! o " 2 z SEE CHART LEFT I W a FOR QUANTITY = !j j` 10 Q IL a z O J 44 O 19 cl I l LO � Q 14 r = J _J- 4 V LCO O _ ---I I I W?J ("---� I REINF. a W �f I 1 5 AS REOD. IL Z U\ L1\ J\ SEE CHART LEFT t7 1p J U7 14 � co c� a 14 3 o o t=- 20 z_ w o s �!I .i 2 LJ cQ w Ii I' N m I ii 0 0 I 1 M ao �I �i Z s o P- W i ii -' C> (� I 'I !i .i QO L� n � N z N o W _ M In v O � N rb 0 c 4 19 10 g 22 c v v mw c � Sealed 8-11-2020 0 a _- _.._.:_:. ------- ':�'_ .............°•FA/� Rio ' R a Q 1 NO. e1223E- EXTERIOR t = m a wo D.L. OPG 2 14 14 3 D.L. OPG. OPER. VENT WIDTH FIXED VENT WIDTH �®��•., �Tdrawing no. ®� • •�,. 19-28F FL #29676 �s�is►�t�11�����` sheet10of14 TRANSOM DESIGN LOAD CAPACITY NOMINAL DIMS. WITHOUT REINF. WITH REINF. N0. OF ANCHORS AT TRANSOM END OPNG. WIDTH INCHES HEIGHT (H1) INCHES HEIGHT (H2) INCHES 48 36 24 80.0 80.0 2 50 80.0 80.0 3 62 80.0 EO.O 3 74 80.0 80.0 4 86 - 80.0 4 98 - 80.0 5 48 38-3/8 24 80.0 80.0 3 50 80.0 80.0 3 62 80.0 80.0 3 74 80.0 80.0 4 86 - 80.0 4 98 - 80.0 5 48 48 24 80.0 80.0 3 50 80.0 8d.d 3 62 80.0 80.0 4 74 80.0 80.0 4 as - so.o s 98 - 80.0 6 48 50-5/$ 24 80.0 80.0 3 50 80.0 80.0 3 62 80.0 80.0 4 74 80.0 80.0 4 86 - 80.0 5 s$ - so.o s 48 56 24 80.0 80.0 _ 3 50 80.0 80.0 3 62 80.0 80.0 4 74 80.0 80.0 5 86 - 80.0 5 98 - 80.0 6 48 6d 24 80.0 80.0 3 50 80.0 80.0 3 62 80.0 80.0 4 74 80.0 80.0 5 86 - 80.0 6 98 - 80.0 6 48 63 24 80.0 80.0 3 50 80.0 80.0 _ 3 62 80.0 80.0 4 74 80.0 80.0 5 86 - 80.0 6 98 - 75.5 6 48 76 24 80.0 80.0 4 50 80.0 80.0 4 62 $0.0 80.0 5 74 80.0 80.0 6 � OPNG. WIDTH N i 1 a7 m v r C. 9D �7�.� Co0 Q m N -11 O C � \%% m a, o ldate: 04-15-19 scale: 1/2" = 1" o I dr. by: TARIQ N O " w n 0 fchk. by: SERIES 600 ALUMINUM CASEMENT WINDOW MR -GLASS DOORS & WINDOWS MANUFACTURING, LLC 8051 N.W. 79th Place Medley, FL. 33166 Tel. (305) 764-3963 Fax. (305) 470-8285 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 (C.A.N. 3538) TEL (305) 264"8100 FAX. (305) 26243978 COMP-ANL\19-28F-MG METAL F.B.C. APPROVED EDGE DIST. STRUCTURE MULLION & MULLION ANCHORS SEE SEPARATE NOA p v p ° I ° , I EDGE DIST. + X < V) + I + OI 8 I 8 inI ALT. TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV.T SEE ELEV. FOR SPACING — FOR SPACING _ FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING O ALT. SHIMS ALT. a TYPICAL ANCHORS SEE ELEV. FOR SPACING + a a 4 a W c R � a w d a D INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER SEE SHEETS 7 THRU 9 FOR WINDOW DETAILS C t j%iiiliiaris U1=1 I I I I J On No. 81223 o Sealed 8-11-2020 �� ° •� Sdrawing no. ,��e° 19-28F FL #29676 ���i�����f����``� sheet 11 of 14 ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E-602 4/ WDW. FRAME 6063-T6 - 2 E-601 4/ WDW. OPERABLE VENT 6063-T6 - 3 E-604 4/ WDW. FIXED VENT 6063-T6 - 4 E-603 AS REQD. IMPOST 6063-T6 - 5 E-605 AS REQD. IMPOST REINFORCING 6063-T6 - 6 E-9001 4/ LITE GLAZING BEAD (LAM. GLASS) 6063-T6 - 7 E-9003 4/ LITE GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 - 8 E-212 AS REQD. FLUSH ADAPTER 6063-T6 - 9 E-2037 AS REQD. CORNER KEY 6063-T6 - 10 E-1018 AS REQD, FIXED VENT COVER 6063-T6 - 11 G-3001 AS REQD. INTERIOR GLAZING GASKET SANTOPRENE - 12 G-601 AS REQD. EXTERIOR GLAZING GASKET (5/16" & INSUL. GLASS) EPDM DUROMETER 70±5 SHORE A 13 G10-04 AS REQD. EXTERIOR GLAZING GASKET (7/16" GLASS) EPDM DUROMETER 70±5 SHORE A 14 G-3005 AS REQD. BULB W'STRIPPING SANTOPRENE - 15 G-602 2/ LITE SETTING BLOCK SILICONE - 16 PJS45-SS AS REQD. CORNER GUIDE ST. STEEL - 17 #10 X 1/2" AS REQD. CORNER ASSEMBLY FASTENERS ST. STEEL FH SMS 18 #10 X 1-1/2" AS REQD. IMPOST ASSEMBLY FASTENERS ST. STEEL FH SMS 19 #10 X 1" AS REQD. FIXED VENT FASTENERS, AT 3" FROM ENDS & 13" O.C. ST. STEEL FH SMS 20 - 2/ VENT HINGES - - 21 - 1/ VENT OPERATOR - - 22 - 1 / VENT MULTI POINT LOCK - - SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH DOWSIL 795 SEALANT. IDIOM MULTI POINT LOCK SYSTEM BY 'INTERLOCK' AT FRAME JAMB LOCK OPERATOR AT 12-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH 9 GUIDES SPACED AT 10" O.C. MAX. EACH GUIDE FASTENED WITH (3) #10 X 1/2" P FH SMS 5 NYLON KEEPERS AT VENT FACING LOCKING POINTS SPACED AT 15" O.C. MAX. EACH FASTENED WITH (2) #10 X 5/8" P FH SMS HINGES: OPTION #2 MULTI POINT LOCK SYSTEM BY 'ROTO FRANK OF AMERICA' AT FRAME JAMB LOCK OPERATOR AT 1 1-1 /2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH 8 GUIDES SPACED AT 10" O.C. MAX. EACH GUIDE FASTENED WITH (3) #10 X 1/2" P FH SMS 5 ST. STEEL KEEPERS AT VENT FACING LOCKING POINTS SPACED AT 17" O.C. MAX. EACH FASTENED WITH (2) #10 X 5/8" P FH SMS 'STORM616' FRICTION HINGES BY 'SECURISTYLE' LOCATED AT TOP AND BOTTOM CORNERS FASTENED TO FRAME WITH (3) #10 X 1/2" P FH SELF DRILLING SCREWS FASTENED TO VENT WITH (3) #10 X 1/2" P FH SELF DRILLING SCREWS OPERATOR: OPTION #1 DUAL ARM ROTO OPERATOR #CO01-0251 BY 'INTERLOCK' LOCATED AT SILL END FASTENED WITH (8) #8 X 1/2" P FH SMS SNUBBERS: 'ASD2' VECTOR SECURITY DEVICE BY 'ASD' LOCATED AT JAMB AND HINGE STILE AT 1 1 " FROM TOP AND BOTTOM EACH FASTENED WITH (2) #10 X 1/2" P FH SDS. 'CPB1' PULL IN BLOCK BY 'SECURISTYLE' LOCATED AT JAMB AND HINGE STILE AT MIDSPAN EACH FASTENED WITH (2) #10 X 1/2" P FH SDS. OPTION DUAL ARM ROTO OPERATOR #OP06-7785—AS BY 'ROTO FRANK OF AMERICA' LOCATED AT SILL END FASTENED WITH (9) #8 X 1/2" P FH SMS NOTE: Sealed 8-11-2020 FOR CASEMENT INSTALLED WITHOUT OPERATOR MAXIMUM PUSH OUT OPERATING FORCE < 5 LBS. NO PINCHING OR TWIST OF WRIST IS REQUIRED TO OPERATE. FL #29676 FAI ��'•• �ICENSF No. 81223 ^ U J J m v Z CD N I 0o o O V r, z_ � Z M Z Q v W � X W Q1 t� V N U Z � a CD Z L r- M CD �:i LL- n cfl Z V) N 0 w ca Q u v N 00 drawing no. 19-28F sheet 12 of 3.117 .855 060 TYP. 731 1. .078 •95, O 1.073 125 TYP• 2.902 3.402 .538 U6 GLAZING BEAD (LAM. GLASS) Fes-- 2.848 .520 .060 TYP. 0 FRAME .950 1.073 2.7s 1 3.272 2.322 -r YL 078 TYP. L 2.913 - �2 OPERABLE VENT 1 2.475 1.530 ( IMPOST d .633 .�0 d GLAZING BEAD (INSUL. LAM. GLASS) 593 -f 2.708 s69 .062 �- TYP. .500 674 2.786 �I OS FLUSH ADAPTER 2. 1.786 1.249 CORNER KEY -.199 2.194 1-1.395 --- l I-.375 IMPOST REINF. - 2.960 1.828 078 r TYP. 3.2{ 72 1 2.322 �-ILA W-1.266 �3 FIXED VENT .840 .241 .055 -� 1 o FIXED VENT COVER V � g t ro N Z _� J r Q 1.396 0 .460 ot HM c&0:M 0 OTC 110 v J J � .J. Z N CD � � o � U � z_ o z M w w N o U U Z U a m 3 CL (.0 zt � M 03 M M 0 M LL- N o _ M W N H a c 0 0 .N FA N1o.81223 o Sealed 8-11-2020 ST ��� drawing no. 19-28F FL #29676 (sheet 4 IMPOST CORNER � N � T � T p .Y drawing no. 19-28F sheet 14 of 14