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WS-19-680Permit NO.: WS-0 -194M Miami Shores Village Permit Type: Windows/Shutters 10050 NE 2 Ave Miami Shores FL 3313E I r' rrv.�Iassiftcation.- Window/Door Replacement 305-795-2204 1 Permit status: Approved Issue Date: WN/2019 1 Expiration: 09/25/2019 Location Address Parcel Number 50 NW 108TH ST, Miami Shores, FL 33168 1121360110130 Contacts EMMANUEL BERROUET Owner Magalie Berrouet Owner 50 NW 108 ST, MIAMI SHORES, FL 331684311 Other:3057586727 HOME OWNER Contractor HOME OWNER Description: RETROFIT OF FRONT IMPACT DOOR Valuation: $ 2,200.00 inspection Requests: 52-4949 Total Sq Feet: 0.00 r4,6 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Notary Fee $5.00 Scanning Fee $12.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $136.15 Building Department Copy Payments Date Paid Amt Paid Total Fees $136.15 Credit Card 04/08/2019 $86.15 Check # 1370 03/29/2019 $50.00 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 AFFIDAI certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulatin nstructi d_zoni% Furore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent April 08, 2019 ivL[ N/C C — /< iGO cs— Page 2 of 2 Miami Shores Village DECEIVED Building Department R 2 9 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. Tel: (305) 795-2204 Fax: (305) 756-8972 r INSPECTION LINE PHONE NUMBER: (305) 762-4949 r FBC 201--) BUILDING Master Permit No. INS 03—. PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 'so N W N0:�; SA r'ee� �0 �j City: Miami Shores 1 `� County: VC& Miami Dade Zip: 1331 Folio/Parcel#: \\ ZSh`.J � 26 n i l 0 _Is the Building Historically Designated: Yes NO Occupancy Type: keS10 Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Inn n n V e, I be( (0 Q--*i_Phone#: 305 3314 S Address: _n+1 City: M\CL Vy.\ \ e S State: P Zip: `� O Tenant/Lessee Name: N 1NC Phone#:.3 oS .if)('0 5S4 Email 0 CONTRACTOR: Company Name: tJ 1 l 8i OWA YA) Phone#: Address: City: State: Qualifier Name: hone#: a State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: —y) �q ► rX t C Phone#: 3 V5 1$2 3UI Address: q—Vy :3'k.0 5�" City: C%IPQh State::(- Zip:�R3pt / 10 Value of Work for this Permit: $ I Square/Linear Footage of Work: l oi4 SQ Pr Type of Work: ❑ Additionr 0 Alteration r❑ New Renair/Rpnlace ❑ Demolition Description of Work: l el Yl� T� LET �r��Yl� 1`�PCI �-� cicyj Specify color of color thru tile: Submittal Fee $ ) , l./�:J Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF DBPR $ CO/CC $ Notary $ [_:� . Q Double Fee $ Bond $ TOTAL FEE NOW DUE $ _ (Revised02/24/2014) Bonding Company's Name (if applicable) `y t IN Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 4u4 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 1 Signature N� 7 OWNS OWNER or AGENT The foregoing instrument was acknowledged before me this CONTRACTOR The foregoing instrument was acknowledged before me this �'LOk day of Ih qr 20 kf\ by day of 20, by �fwho is personally known to who is personally known to me or who has V� OL �b 30 1 OD �� produced o` p as me or who has produced as identification and who did take an oath. 1►RY "ue ELAINE ALEMAN NOTARY PUBLIGP, Commission # GG 253658 e Explres December 29, 2022 N r 7fOFq� FLOP Bonded Thru Budget Notary Services Sign: U l.GL�ir•�C',w, Print: �- ( a1+E1L_ AA -2 mow- , identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ati;I'Ve,� ELAINEALEMAN Seal: �`� Commission # GG 253658 �•, �x Expires December 29, 2022 Q TtruBudgetNo Servkes APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 3/29/2019 Propertv Search Application - MiamFDade County OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-2136-011-0130 Property Address: 50 NW 108 ST Miami Shores, FL 33168-4311 Owner MAGALIE BERROUET &H EMMANUEL Mailing Address 50 NW 108 ST MIAMI SHORES, FL 33168-4311 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,610 Sq. Ft Living Area 1,286 Sq.Ft Adjusted Area 1,444 Sq.Ft Lot Size 9,225 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $198,007 $198,007 $166,118 Building Value $100,502 $100,502 $100,502 XF Value $2,421 $2,443 $2,466 Market Value $300,930 $300,952 $269,086 Assessed Value 1 $156,769 $153,5451 $150,387 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment $144,161 Reduction $147,407 $118,699 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead IExemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT NO 7 PB 52-33 LOT 5 BLK 211 LOT SIZE 75.000 X 123 OR 19188-4047 06 2000 1 Generated On : 3/29/2019 Taxable Value Information 2018 2017 2016 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $106,769 $103,545 $100,387 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $131,769 $128,545 $125,387 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $106,769 $103,545 $100,387 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $106,769 $103,545 $100,387 Sales Information OR Previous Price Book- Qualification Description Sale Page 06/01/2000 $135,000 19188 Sales which are qualified 4047 00000- Sales which are disqualified as a result of 08/01/1988 $0 00000 examination of the deed 08/01/1988 $67,000 13813- Sales which are qualified 1759 13604- Sales which are disqualified as a result of 02/01 /1988 $0 2847 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 hftp://www.miamidade.gov/info/disclaimer.asp Version Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSU/R�E STATEMENT NAME: C__ i t.� �,. c W, ,y t k.� _bcl< DATE: ADDRESS: C (� �Ctb a c s 33 S/ Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must.be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act a y own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial ag- 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permi nd contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or e, which viol s the exemption. Initial 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial__C%`� 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law andjly county or municipal ordinance. - Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 1>2a- 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulatio Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http:/Iwww.myfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial-Ce`'`� 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform 'on that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this day of 'eG+t ( 20 By—fWr�tJtj-_-,k_ I � �'y�Twho was personally known to me or who has 4ce e or ��[ 11t� u � as identification. OWNER NOTARY — .i�? tom, SINDIA ALVAREZ MY COMMISSION # GG 238273 P'- EXPIRES: September 3, 2022 BorWed Ttn Notary Public Underwriters Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ac ow e em Qualifier Owner Signature Date Dv"� (q 7vC-Z-4 6-�) &n08C'r"�� Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. u Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") C Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) C Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. _ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) If Owner is doing the work, include the Owner Builder Disclosure. E Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 . . ... . . . ... • • • • • • • • • ••• • • • • • • 000 • • •• • • Sew 300 c3-.iTs w4a CcAW D� Co UT SWWC) • • • • . .. . .. id i I !�- � of Seer 14 .•. ••• ....' .:... NoAlt ' Q C - r - STORAGE/ J ` _ LAUNDRY EGRESS LJ BATH y o a (f1 BEDROOM r 1 DINW W > N KITCHEN U n- LIVING NIAnJ BEDROOM BATH EGRESS N)� FLOOR PLAN-- -- _...- d=&os.� i BEDROOM EGRESS vpf 1 I 7N RAMMS ENGINEERING, INC. 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2017 '-, Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. Kd = .85 FnR 175 MPH WIND ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures \ \, Exposure C For the 175 mph Wind Zone CATEGORY-2 BLDG./ Height (Maxi ) ective Wind Area (or, Tributary Area in Square Feet,, 10 20 30 40 50,-, � )' 60 1.00 0.95 0.92 0.89 0:88'n� ` ---,- 0.86 15 r4O.4 38.5 37.5 36.7 ` %36.1 \ 35.7 40.8 39.7 38.9 `-,,38,3 `,r 37.8 25 44.6 42.6 41.5 40.6. 40,Q✓ 39.4 30 46.5 44.4 43.2 42.3 ; `,41.7 41.1 40 49.4 47.2 45.9 44.9, _ -/44.2 43.6 50 51.8 49.4 48.1 / .47.1 ' --46.4 45.7 60 53.7 51.2 49.8 �,48..8; ; ,- 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures;'/ '. Exposure C For the 175 mph Wind46ne CATEGORY 2 BLDG Height ~ (Ma ) ective Wind Area,(orjributary Area) in Square Feet 10 20 < 1�30, ¢' / 40 50 60 - .10 -1.05 ,r "-1.02,t'/ -0.99 -0.98 -0.96 15 -43.8 -42.0`,,- k -40.9' -40.2 -39.6 -39.1 0 -46.4 -44 4 \, ---43`3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -�,,-45.2 -44.4 -43.8 -43.2 30 -50.5 /, 248.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 ,' $,51'.4 �, -50.1 -49.1 -48.4 -47 50 -56.2 -53.18 / -52.5 -51.5 1 -50.7-. • -50.4 60 -58 2 -� `=55.8 -54.4 -53.4 -52.6- • • " -52.0 - Exterior Zones (5 - Walls),Negative Pressures • • • • • Exposure C r,. For the . r 175 mph Wind Zone CATEGC>Rr2 BLOG• • - Height Ma tive Wind Area (or, Tributary Area) in Squa[e.F.eet . 10 20 30 40 50A. • 60; • • • -- - -1 -1.29 -1.23 -1.19 -1.15 • • -1.13 15 , - -50.4 -48.3 -46.8 -45.6 -44.7.:. 20 ` , -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 p1 25 -59.8 -55.8 -53.4 -51.7 -50.4 -49.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 -51.5 '40 -66.1 -61.7 -59.1 -57.2 -55.8 -54.6 -,, 150'� � 60 -69.3 -71.9 -64.7 -67.0 -61.9 -64.2 -60.0 -62.2 -58.5 -60.6 -57.3 -59.4 ?4� NONE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS. Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet)_ t � x t� HESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART JITHOUT WRITTEN PERMISSION BY R A UqS ENGINEERING. ALSO, THESE ABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED BY .OBERT MONSOUR. GEltiNTY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Labrador & Fundora Corp dba V & V Windows 2355 W 4" Avenue Hialeah, FL 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the A14J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "300" Outswing iAazed Aluminum Door w/wo Sidelite or door w/wo Transom-LMI APPROVAL DOCUMENT: Drawing No. W10-08 Rev G, titled "Series Aluminum Out —Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on 03/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING:!Large and Small Missile Impact Limitations: 1. See Design Pressure (DP) ratings in sheets 2, 3, 4 & 5 for unit sizes Vs glass type. Lower Design Pressure from doors, sidelites or mullion shall control when doors are mulled (w/wo Reinforcements). • • • • 2. Door w/ transom is limited to max. 25-1/2" h Transom. • • • • • "":' • 3. The maximum positive exterior DP shall be + 66.30 PSF, where water infiltration requirementois need8d. �. 4. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per F8". Mquirements • • • • 5. The frame area of alternate size shall not exceed 96 fF, nor panel tested area and max. p'AMITerght. 00 • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, it-gterdnd seie5 and ..... following statement: "Miami -Dade County Product Control Approved", noted herein. ...... • • • • • • . . . . . RENEWAL of this NOA shall be considered after a renewal application has been filed and therb'haSbeen no MIAge 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 etange in Me! • • • • . materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseniept of.'any produck for . • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any seotrarrof 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 15-0310.05 consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. NOA No. 17-1011.02 Expiration Date: September 01, 2020 Approval Date: December 21, 2017 Page 1 Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDDENCE SUBMITTED 1. EVIDENCE SUBMITED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below). 2. Drawing No. W10-08 Rev F, titled "Series Aluminum Out —Swing Entrance Door (L.M.L)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on SEP 03, 2015, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files #12-0113.02/#10-0406.04) 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(+50.0 PSF, sill S-I only) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked —up drawings and installation diagram of an Aluminum outswing French doors w/wo sidelite and door w/Transom & sidelites, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5" Edition), prepared by Al Farooq Corporation, dated 02/18/15 and last revised on AUG 13, 2615, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02, 04 and -09 ' D. QUALITY ASSURANCE ...... .. .. 1. Miami Dade Department of Regulatory and Economic Resources (Ra. E. MATERIAL CERTIFICATIONS • • • • 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Americl We kfornwr-hl- Dupont) for their "Butacite® PVB Glass Interlayer", expiring on 1;7. LI16 F. STATEMENTS • 1. Statement letter of conformance to FBC 2014(51h Edition) and letter6f nU finatcif*. interest, prepared by Al Farooq Corporation, dated 02/11/15, signed and sealed by • Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega.(Submitted under previous NOA No. 10-0406.04) Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No 17-1011.02 Expiration Date: September 01, 2020 Approval Date: December 21, 2017 E-1 ..000 Labrador & Fundora Cora dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (continued) 4. Florida Department of State, Div of Corporation, active listing of Labrador & Foundora Corporation, dated 05/07/19985. 5. Florida Department of State, active fictitious name listing of V& V Windows, dated 08/13/15. G. OTHER 1. This NOA revises & renews # 12-0113.02, expired on 09/01/15. 2. Test proposals #07-3564 & test proposal dated 10/20/08 approved by BCCO. 2. NEW EVIDENCE SUBMITED A. DRAWINGS 1. Drawing No. W10-08 Rev G, titled "Series Aluminum Out —Swing Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 and last revised on 03/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 6th Edition (2017), prepared by Al Farooq Corporation, dated 09/25/17, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE "" • .... 1. Miami Dade Department of Regulatory and Economic Resources KjtT ...... • _ E. MATERIAL CERTIFICATIONS • ...;.. 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Americ for thei • • a,.1"O. � „ P. "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers",•expiring dh 07/08/19. .....• • .� r . • • ••••• r .... .... ...... • F. STATEMENTS . . . ...... . 1. Statement letter of conformance to FBC 511 Edition (2014) and FBC 6V Edition ;....; (2017) and letter of no financial interest, prepared by Al Farooq Corporation, dated'. ' 07/10/17, signed and sealed by Javad Ahmad, P.E. **go G. OTHER 1. This NOA revises # 15-0310.05, expiring on 09/01/2020. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No 17-1011.02 Expiration Date: September 01, 2020 Approval Date: December 21, 2017 E-2 V/a- HEAT STREYJ GLASS —.OBo, 0I.d_ oI r e By 'Nurarey Pmedca, 4x.' -i/a' HEAL STR£N'D CLASS SILICONE DOW N, _ � PECOM ass HEAT STREN'D GLACS T,.r .l PVR By 'K.,.y ATo ,, I—' ,-3/16' HEAT STREN'D GLASS T5 i T9 r l l GWS_'1'YFB._ A' GLASS TYPF •B' %5/tB' (NEPAII LAN. GLASS )/IB- 0—LL UM. GYASa GLAZING OPTIONS y 1 AT 1/s POINTS ON 111E5 WDER THAN 3a1 ONLY \ u / \ ( 21 / z � •i �p I� C 8 y W THESE DOORS ARE MTED FOR URCE k SMALL MISSILE IMPACT. ALUMINUL( OUTSNING SNTI2ANSE DOOR • • • • � • SINGLE (%) AND DOUBLE (%k) LEAF S WLL�TRA M SEE SH5EEj 2. SINGLE (O/X) AND DOUBLE (O/X%) IFAF diVNS W TRANSOMS if SHEW 3. • }d SINGLE (0) SIDELITE SEE SHEET A. • • • ga a • I� SINGLE AND DOUBLE LEAF DOORS WITH 9CRLAES SAL•SHEET 5. LOWER VALUES FROM DOOR CAPACITY C/LHRI, jI�LrtE CAPACITY CHART OR. P SIDEUIE MULL" CAPACITY CHART WILL APRP� ��RE SYSTEM, • 3 •. Z god• voi ' kE A6>t DOORS APPROVED FOR INSTALLATIONS WHET• •A"INFILTRATION • • • RESISTANCE IS REOUIRED. • • • • • • THIS PROOLCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOL'IRENENTS OF THE 2014 (STH EpHON)�2 ( 1� ) FL • • BUILDING CODE INCLUDING HIGH VELOCITY HDRfAr(_' 2).� .y g` 7i n 3 2 �z • 1BY OR 20Y WOOD BUCKS & BUCK FASTEF�Rj B ATKILT MUST BE • • C I �' P' DESIGNED AND INSTALLED ADEQUATELY TO R LIED PRODUCT LOW TO ME BUILDING STRUCTURE i 8 N f �- a` • ANCNDRS SHALL BE CORROSION RESISTANT,%&-@D" ON DETAILS AND INSTALLED PER MANUFS INSIRUCTIONSOSPECIFRD E&EDMENT TO BASE WTERIAL SHALL BE BEYOND WALL DRESSINSOR STUCCO.• • • • A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOA EIARYA • ALL SHINS TO BE HIGH IMPACT, NON-METALEC AND A -COMPRESSIBLE 9 MATERIALS MCLUDING BUT NOT LMDED TO &JIL AFlIAL REINS, THAT c - o i o W • COME INTO CONTACT WITH OTHER DISSIMILAR LRfl1lM15 S LL MEET THP • • a REQUIREMENTS OF THE 2014/20/7 FLORIDA BLDG. CODE k ADOPTED STRNDMftS. • • • "3 THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATIOPP FOR A SITE SPECM PROJECT, I.B. LIFE SAFETY OF THIS PRODUCT, PDEQUADY S OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONpFiCNS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE RENEWED BY BUILDING OFFICIAL PRODUCT REVISED - p ;F ?�.'� _ china REVISED `� �,:•'t,LGEN9F":YJ'V 1 s NQJL-Mu, 17-1011.02 B U..s •'(0`� drawing ;a�W1aF : •c1� 0-08 —N F (X) J DOORS LOAD CAPACITY - PSP SINGLE DOORS WRUOOT TRANSOM (X) —W TYPE GLA35 TYPE .OR DNS._ 'A' ffl A :EAf MOTH WUTN _ IRANE �xi HEXiO IE1GM M.(-) RT.(.) INT.(-) 37-s/e' 3�--3/a' 96' 93-J/e' 70.0 NO 70.0 e0.0 ea.J 7s.e -Ee3 _75.8 JB-s/9' 3e-J/A' - (XX) DOORS LOAD CAPACITY - PSP UBLH DODOORS WITROV TRANSOM (1]L) DOOR ONE. GUM TYPF 'A' cuss nrE •s• AME TH r7' U— WIDTH FRPME EUF HmHT HEIGHT EXT.(+) !R.(-) EM.(+) NT. ) (- p_ 6' JA-s/+" se" i9J-]/B' 7D.0 80.0 70.0 80.0 eeJ 75.8 eeJ )s.e GLASS D.I'D. imms. D.L.O. HEIGHT - FRAME HEIGHT - 12" D.L.O. WIOTH (X DOORS) a FRAME WIDTH - 12.875" D.L.O. WIDTH (XX MORS) - (FRAME WIDTH - 22.507/2 WHORS • • NOTE: • . • • GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (J SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-279 7;117 PRODUCT REVISED •tea A-k Now. 17.1011.02 c•PN.D.• D.e_. 9/01/2020 MI m • m�uel o�nDoT- I MSSY a OF erawing no. ,2 L`1w (O/X) FRAME MOTH 71 5/16• — D.L. OPG. 12• HEAP/SILL COO RNERS F I�L I B\0LT / l A / it \ / Loa oPTIaN�s xx i o v SEE SHEET ,0 \J / 10 n / BOLT lw SURFACE APPLSD FALSE MUNNNS 0R B DECOPAT,YE CWLL 26 3/4" MAX. 26 3/4• MAF. MAY BE USED D.- OPO. C.L OPG. 36 3,1' IM%. SLL ANCHORS LEAF N107H AT STILE ENO; (4) AT 3. O.C. 73" MAX. (0/XX) ALUM RFJVF. f1 e A7)3 8M1 TRAYSON ENDS C / AT 4-1/2• D.C. , r/ DOUBIF DOOR$ g6gg 0•t- CLASS D.L.O. DIMS. RANSOM) • • • • V O.L.O. HEIGHT = TRANSOM HEIGHT-•.625" • D.L.O. WIDT• = FRAM•WIDTH - 4,68756 • • • _. • • • • • REVISED- • • • • •M� 9g wnn tL» Fla•a. Bui in9 oA. • •PRODUCT • No -Ne. '17.1011.02 • P�vB.tLPn wt.0 � � iy � • FMB � _ • • •M tCon • • %A _ B ••• NOTE: GLASS CAPACITIES ON THIS SHEET' �(t•c • • °' `� BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 --a DOD RS LOAD CAPACITY - TA PSP •YY c DOUBLE DOORS RTTN TRANSOM (O/XX) GIASS TYPE GLSS TYPE DOOR CIM6. r 'A' 'H' I.,, � low 3 FRN.If LEAF FffME IFAF E%T.(+) Mi.(-)_Sl': ( �>� WIDTH WIOiH TIE1G11I "OD" 72• J4-S/4' 70.0 ]I.0 700 ]1.0 - 120' 93-3/5• •�` A ]B• JA-3/4• 70.0 56.3 T0.0 •., � 9 0' DOORS 1AAD CAPACITY - PEP SINGLE DOORS 11TR TRAN30M (D,K) CLASS TYPE GLASS TYPE dTOR dMS. A FPAYE MDiH [EAF WIDN FP.wE HEIGHT lEK HEKMT .(+) INi.(-) EXi.(+) INi.(-) 70.D 80.0 ]0.0 fq.0 -5/6' 38-a/4' 110' 93-3/5' 66.3 75.B 56.J 75.B 36' W. SOELff r E WOM O.L OPO. 11' V MNf. H- J xnx. HEA ,/ U HE'M CORNERS ------------ WRF/ E A IJED ELSE NUNINS OR 0£CClU CRILL WY BE USED 4m • • •• •• ••a • •• • • • • •••••• •• •• w 049 ••• • •• ••• • ••• •• • r' o f - • • • • • • �a� tl> • • • • • • > • • • pry$ • • • • Qi^g ^ ••• •• • • ••• gg�@d�d 33LS • NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION v q S CECIARATOBY STATEMENT OCAOS-DEC-219 F _ - - - PRODUCT REVISEDCA '+RI i^ —�8 � g k'. ffO.LO. DIMS. lTLUEI1 9/0t202 —a-- O.LO. HEN;H7. SIDELITEHEIGHT - 4.fi25" eyir.uen DabO.101/2020 D.LO. WIDTH = SIDELITE WIDTH - 4.6p5' awing no.10-08 OO2YI.RY RUMON CAPACITY - Pet SIUELIIES W SINGLE OR DOUBLE LEY DOORS-11Wrv50Y oml- EUIE wD1N irvcNEs LEAF wmH irvpLLS iMME fKM Ixc71Es SIDYI3T9 11/0 RON➢. SIDO2T6 Y/ A121N REM. Lxr.(+) wr.(-) Ezr.(.) art.(-) -- ---a0_0 1e 70.0 a00 Je 70.0 ..0 ]a.o ..0 e3.0 72.0 0.0 72.0 2' -0 W.0 70.0 e0.0 70.0 70.0 eOJJ 32 36-3/4 04 700 80.0 ma W.0- 31 70.a e0.0 700 e0.0 610 71.0 0 O 72.0 4. 14 7a.0 s0.0 -0 ea.0 - WO A.0 M.O 2e J2 J6-J/4 90 70.0 aQ0 70.0 90A 7a.7 70.0 60.0 31 24 88.0 6a.0 ]0.0 00.0 10 32 30 Sa-J/{ 9e 12 ALUAINUM 5]IFTE7IER NO.- vxuTE -y- LEY YIIDIM DOOR OPNO. WImN __ 1 f/2' 3e-a/a- _. sn p) DoOn 73' MAX. DOUBLE (XX) DOOR NOTC: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELRE CAPACITIES SEE SHEET 4 FOR SIDELRE MULLION CAPACITY SEE CHART ABOVE LOWER VA'-UES FROM DOOR, SIDEUTE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. • • • (OXXO) TcsTED •• • • • • of OX. NO, OXX OR XXO CONDGURAUONS AL90 OUALRY 0000 MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 96 SO, FT. PER FBC 2014 `-'. PRODUCT REVISED IN., 70SB2 % S, } BulllMp yyg yb\ NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) NO-.. 17-1011.02 R'WI -Dae 08/07(20Z0 .'.,V p7E Dp (yam: v A, Aaa1o.' dr9wirg no AND FLORIDA BUILDING COMMISSION eY '� ice''' �31X W10-OS DECLARATORY STATEMENT DCA05;-DEC-219 MN, ae]ontml _ _ Al annul eheel 5Ot 1;1: SUCK e WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY CLA2INC SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE EIEV. FOR SPACING 1[¢' OIA ULTRAC IN BY 'ELCO' (F.-iT> Kv, Fy-155 kV) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) TNRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MW. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4- MIN, EMBED INTO CONCRETE (MEAD/SILL/JAMBS) 1 -1/4' MIN. EMBED INTO BLOCKS (JAMBS) /14 SMS ORS F DRI - IN SCREWS (GRADE 2 CRS) INTO MWAI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (8063-T5 MIN.) STEEL: 1/6' THK. MIN. (Fy a 36 KSI MIN.) (STE4 IN CONTACT — Ku.." TO K InATEO . P.—) TYPIC L EDO Olttq INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = I' MIN. INTO METAL STRUCTURE 3/4- MIN. WOW AT HEAD OR JAMBS SC - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3 PSI MIN. C-90 HOULOW/FILLED RDCI( AT JAMBS T'm - 2000 PST MIN. SEALANM FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. 3/16- X 3/4' WEEP SLOTS AT 3- FROM EACH END LQTIL STRUCTURE (SEE SPEC 6F10W) EDGE DIST_ ttPIC% ANCHORS SEE FOR SPACNI—NONS G • • • PROoD�Up1CT REVIA.: • B-vim Cotlewmm ��TT • jp�,. 17-81111.02 • • B. kdh- 0. 09A7/2021• M �• 1:1;) DOOR DETAILS m V.` z. r i "g;p 0 o; Oar 10H S58- (991 T0562 - fi W oc PRODUCT REVISED 17-1011.02 DD 0 o''W 00 00 00 17 17- LD ACTIVE 4LEAF IIIACT� LEAF IYPM.V AW SE£ iOP 51 DOOR 1YITH TRANSOM DRTAtt S • • • • • • • • • • • •••• • •• • • • • 00 • • • • • •o • • • • • - • • • PRODUCT REVISED • *1aa'inq Irl mu mloom•D• No14N.. 17-1011.02 uvtr.N..-ftOS/01*020 "b � � (drow�ng n°. '^ I W10-08 vpl MIFNORs NAX. ttPICAI FOR ,YRCN. SCEEE REV. R EV. .. FOR srAcmc . FOR Wwa STATIONARY UNIT (SIDELITE) — EXTERIOR D.E. Oro. -EERE_—E N1DTN_ SINGLE SIDELITE O RI A. CI. EYA% A aE II N EXTERIOR O.t. orc. nowsuE sTourrE wtoTH > >/� FR E M SIDELITE DETAILS SIDELITE WITR DOOR DETAILS (SEE W7 SHEEF 1) FH 1, •ppg3 • —u • PWDUCT REVISEy• • • egplymy � En• Flom. CNN • ••9N401MIfi C•d 77.7010.02 I J SIIFFENEP • • . • • • • dry • • • • fff555 1 • mu O Fopw (� --.-.•••• • •• 5 a�`�s •• •. • •• • `o•;l g Qi�o� O.LO. • • O�a��R W. DoU Y 8 � t ��ii dro g shoe! 9 of 12 nu / PART / RRQD. DE.'SCRIPRON MA'TBRLU. MANP./SUPPIIHR/RGARKS 1 V501 3/ W iRAME MTM/aANa 6%3-TB V W M SELECTED E%)RUDER 2 V502 1 FRAAE SEE 6063-m V & V SEIECiEO EXTRUDER 3 M503 I SLL COMER _ BOa3-m V k M SELFLTED EXTRUDER _ _ 4 v5O4 AS REOD. 40ELTfE STILE 5063-m v A: V SELECTED EXTRUDER 5 vSoS 2/ LEAF TOP AND w7w FAIL m.-T6 V t V SELECfEO EXTRUDER 8 vso8 )_ M5U-_ 1/ LEAF N!au NGE 8063-T6 V A: V SEI ECTEO E%TPUOER _ l/ LETF LOCK AND ASTRAGAL STBE MACTIME ASTRZ-L STILE SHEEP ADOPTER - — _ 0363-T6 M k V SELECTED E)fiRLOER B NIS AS PEDO. BOBS-m V A: V SELECTED EMRLDER 9 V508 2/ IFAF a083-1B V R V SELECTED EXTRUDER ID va09 AS REOO. BIDEOTE ADAPTER Gov -Pt V W v SIDECIED EXTRUDER V k v sELECTEo EXrRUDEN 11 Va11 AS RECD. CtAi1NO BEAD 5/18' 6V55 bORI-T6 IAA 12 V617 V512 AS--RECD. GLAZIND BEM - 2/15' 4AS6 BOBS ?6 V 8 V SELECTED EMINOER V a V SELECTED EXTRUDER AS RECC REINFORCING STDPQIETR --- -BOBS-m 13 - 2/ LEY ]/a' TKRF.AOED R. STEEL - 15 _ v51{ 2/ LEAF RUSH BOLT SUPPORT mcu: BOBS-m 1-1/2• X 1-1/2' X VIE, BALL BEARING DANCE ASSEMBLY 17A 3/ LEAF 3 PIECE RANGE ASSEN— Ia AS REDD. SETIINO BLOCKS F— :TROMEIF, 80 6HORE A - O.__ 19 - AS REM. FIN SEAL RILE WUTHERSTRE'F_NO _ - 20 V516 AS REDO. DOLE WEATHE/RSTHIPPING SANTOFRENE DMOMEER 60E3 21 (a X I/2" AS REW. GLAZING ADAPTER SCRFNS Si. STEEL «RN. •1 WORDM ENDS k B'4pa, LN♦ 22 /10 X 2' AS REDO. FRAME ASSEIADLY SCREWS__ ST. STEEL PP SINS • 2] AS REOD. SIDE LATE AOPPTER X.'P1115 Bi. STEEL • • • • 24 /8-32 X 1/2' 2/ .UNCLE SUPPORT ANGLE SCREWS ST. STEEL M Ma 25 AS RECD. BUMPED SPACER SILICONE • �` LOCKS: O"ON il: OPTION 12- �`CE-LECEIL ACM LEAF 3 POINT LOCH ASSEMBLY BY 'SULLIVAN AND ASSCC.' CONVENTKKUL DOOR LOCXSET WITH HANDLE BY 7 /I6' X 3' THROW BOLTS AT TOP AND BOTTOM 'SuLuvAN AND ASSOC.' LOCATED AT 3B' FROM ENGAGING FRAME AT HEAD AND SILL BOTTOM THROW BOLTS ATTACHED BI TO LOCKCONNECTING RODS KEY OPERATED ON EX-ERIOR AND THUMB TURN ON LOCK LOCATED AT 52-3/4' FROM 007004 INTERIOR THROW BOLT LOCK BY 'SULWAN AND ASSOC.' LCCK HANDLE AT 49-1/2' FROM BOTTOM LOCATED AT 46' FROM BOTTOM WACTNE LEAF INACTNE LEAF CONCEALED RUSH BOLTS BY 'SUU.NAN k AFDC.' CONCENED FLUSH BOLTS BY 'SULNAV h ASSOC.' 1/2' X 2" THROW BOLTS ENGAGING FRAME AT 1/2' X 's' THROW BOSS ENGAGING FRAME AT HUD MU SILL HEAD AND SPLL NANUAIEY O'ERATEO LE,URS MOUNTED ON MANLALLY OPERATE] LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT NISIDE FACE OF LEAF STRE LOCATED AT 10-3/4' FROM TOP AND BOTTOM 10-3/4' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38-32 X 1/2" FH MG LOCK FASTENED TC STILE WITH (2) 38-12 X NOTE: LOCK: MUST BE ENGAGED DUNING PER:OOS OF HURRM.WE WARNING. HINCgS. 4-3/4' BALL BEARING RANGES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM — TOP HINGE AT I1' FROM TOP RAK CENTER HINGE AT MIDSPAN HINGES FASTENED WITH /12-24 X 1/2" FH MS OPTION /1 2-13/16" THREE PIECE HINGES 3 PER LEAF BOTTON HINGE AT 8-3/8" FROM BOTTOM NAIL MP N1NGE AT II' FROM TOP RAIL CENTER HINGE AT MIDSPM HINGES FASTENED WITH /10-24 X 1/2" FH MS SktiLANT& • • • • • • • ALL JOINTS AND ♦f" •C•NECTIONS .HALED •'f•I PTI SILICONE. • • ♦ • •• •• •••• • • w • • • • ••••• • • • • • • PRODUCT REVISED 1 with thR 11,N]" lWWMy MOA-Na � 17.1071.02 4pbatlon— u� 112020 BY M4 t W10-08 076 LE; FRAME HEAD/JAMB dI --t686 HINGE STILE T' L—i1 _.078 2" L % 1/2' FN hl6 CRS —E 23 O 3 PIECE HINGE — /12-34 % FH MS CRS TYPE 23 BALL BEARING HINGE • • • • • • �V'V m.625 riligg y C �g g3 a 5.313 ttP. 826 + 9e4 -T 1.750 v �' � e •� 5� $ f • I�. tl>y� �ily- °]6 TYP. .626—l� 5 TOP @ BOTTOM RAIL I s.000- e INACTIVE ASTRAGAL STILE 1.210 • • • • • • • • • • • •••• •• • 61200 • • • • • • • • • • • • • . • • •• .• • •• • __ 62-1'---� 1.7W .07g oO - --+ I 1.500 O60 ] J KK yy C b C 0 C 33 �3P.Y5 9 SWEEP ADAPTER LOCK/ASTRAGAL STILE. • • :. • •: • 3.532 3.732 . • • .... �z STIFFENER 2.251 22W ^I�, ,. .062,5 t.oto ,fly4,7s 1.164 `N SILL COVER .0)6 SIDELITE I 4• I.S)5�1 MILE r'S60 7t9 I O � F-.g40 GLAZING BEAD - 7/16` GLASS t--496 0---�- I .]09 GLAZING BEAD - 5/16• GLASS PRODUUyC1nTyREN7.1011VSEi.Ha. oWlilni toJ. Now-19e. 1.02 EW.uon D.h DOM f2020 /' 14reeuet w ` \ \\Iltll I-q]] �J\`3: use '•• �'� -•: >'t -J ., EaF � � '�as1t'j�"L\\\" ` n „ C� W -- - n ,1 y a` drawing no. sheet 7jof_� I— -- 2.10.1 sm r 078 - 4.000 ll- FRAME SILL -11'133r I .062 .6,1 ,9 SIDELITE ADAPTER SIDELITE SLIP ON •NIS•C. at •••• •• •• .• • PRODUCT yREVISED ;:.. Cade IM — FIwIW MOA-.. 17.1077.02 E pntma we.0910712020 • • J • • •• �'I • . y8 DONS.&: ENdE';'V F h dnloa. b': W10—a