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WS-18-3364Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permit NO.: WS-11-18-3364 Permit Type: Windows/Shutters Work Classification: Door.Repiacement Permit Status: Approved Issue Date:11/07/2018 Expiration: 05/06/2019 Parcel Number 90 NE 91ST ST, Miami Shores, FL 33138 Contacts STEPHEN PELLICCIA 90 NE 91 ST, MIAMI SHORES, FL 33138 Owner HOME OWNER HOME OWNER Contractor Description: REPLACE OLD ROTTENFRONT DOOR WITH NEW IMPACT RESISTANT DOOR AND FRAME TO REPLACDE WS18-777 Fees Amount Application Fee - Other CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Scanning Fee Technology Fee Windows/Shutters Fee Total: $50.00 $1.20 $2.00 $2.00 $0.40 $5.00 $9.00 $2.75 $60.00 $132.35 Inspection Requests: 305-762-4949 Payments Total Fees Credit Card Amount Due: Date Paid 11/07/2018 Amt Paid $132.35 $132.35 $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFpAV �� I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulati �„ J' 'ru ioand zoning. Futhermore, I authorize the above named contractor to do the work stated. Authori ; . Si ature: Owner / Applicant / Contractor / Agent Date November 07, 2018 Page 2 of 2 �� Miami Shores Village { 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Bu ilding Department r` J V Tel: (305) 795-2204 Fax: (305) 756-8972 ( di CttINSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20�� BUILDING Master Permit No. w S - 33co vl PERMIT APPLICATION Sub Permit No. *BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL RECEIVED NOV 062018 ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 90 NE 91 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3101-020-0010 Is the Building Historically Designated: Yes NO NO single family res Occupancy Type: Load: Construction Type: CBS Flood Zone: NO BFE: FFE: OWNER: Name (Fee Simple Titleholder): Stephen Pelliccia & Sergio Sacristan Phone#: 6035051957 Address: 90 NE 91 Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: pelliccias@gtlaw.com CONTRACTOR: Company Name: N/A Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 1,089 Square/Linear Footage of Work: 30 Type of Work: ❑ Addition ❑ Alteration n New ❑■ Repair/Replace ❑ Demolition Description of Work: Replace old rotted front door with new impact resistant door and frame TC) eCPACML - Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ 49/ Bond $ TOTAL FEE NOW DUE $ i i/1� (Revised02/24/2014) r . Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be apsro ed and a r ction fee will be charged. Signature �•y/- /� Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 25 day of October , 20 18 by day of 20 by Stephen Pelliccia , who i personally know to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si Print: Seal: a i_Sakata NAOMI SAKATA 1 Notary Public - State of Florida Commission N FF 937459 +,f���_I;= My Comm. Expires Nov 18, 2019 '''''°f �"� Bonded APPROVED BY Sign: Print: Seal: ************************************************************* Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) NAME: ADDRESS: Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT 6. QCl I l C� DATE: NOV • b r lira 91 SLit-z-/-- Do hereby petition the Village cf 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 bylaw. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she is r onsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I 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 m wn name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and 6 cts. Initial 4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial 7 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 . solor leased within 1 year after the construction'is complete, the law will presume that I built or substantially improved it for sale or leas is iolates the exemption. Initial 5. ; • I understand that, as the owner -builder, I mustiprovide direct,onsite s`upervisionof the, construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons wo is my responsibility to ensure that the persons'whom I employ have the license required by law and by c Initial my building or residence. It municipal ordinance. r I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to seriou's'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 andm, Nare of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be.a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that 1 must comply with laws requiring the withholding of federal income tax and social security contributions under the 'Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I derstand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the patty 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 regulation Initial 10. I 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 l may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html Initial 11. I 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 the proposed construction activity at the following address: 90i Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the i ation 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 11" day of /UQJcbr , 20 E BY 7 I r 9e-I 11 GC Produced there OrNER ARL �r"' • MA d2q • r'; AI K. GONEZ MY COMMISSION # GG 044602' *„ mHr ' - EXPIRES: November 2, 2020 44 y, ''' Bonded Thru Notary Public Underwriters o me or who' has s identification'. NOTARY Property Search Application - Miami -Dade County Summary Report Property Information Folio: 11-3101-020-0010 Property Address: 90 NE 91 ST Miami Shores, FL 33138-2808 Owner STEPHEN PELLICCIA SERGIO SACRISTAN RODRIGUEZ Mailing Address 90 NE 91 ST MIAMI SHORES, FL 33136 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 1,823 Sq.Ft Living Area 1,823 Sq.Ft Adjusted Area 1,673 Sq.Ft Lot Size 11,043 Sq.Ft Year Built 1938 Assessment Information Year 2018 2017 2016 Land Value $331,378 $331,378 $276,149 Building Value $169,391 $84,220 $84,270 XF Value $4,962 $5,016 $5,070 Market Value $505,731 $420,614 $365,489 Assessed Value $505,731 $402,037€ $365,489 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction $18,577 Homestead Exemption $25,000 Second Homestead Exemption $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 EL PORTAL SEC 3 PB 9-148 LOT 1 & E1/2 OF LOT 2 BLK 9 LOT SIZE 81.800 X 135 OR 20234-4074 02 2002 1 Generated On : 11/6/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $0 $0 Taxable Value $455,731 $402,037 $365,489 School Board Exemption Value $25,000 $0 $0 Taxable Value $480,731 $420,614 $365,489 City Exemption Value $50,000 $0 $0 Taxable Value $455,731 $402,037 $365,489 Regional Exemption Value $50,000 $0 $0 Taxable Value $455,731 $402,037 $365,489 Sales Information Previous Sale Price OR Book -Page Qualification Description 05/10/2017 $600,000 30543-1186 Qual by exam of deed 11/19/2015 $410,000 29860-3262 Qual by exam of deed 03/17/2009 $315,000 26802-2436 Qual by exam of deed 02/01/2002 $247,000 20234-4074 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/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 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). Ackno ed� -� ►�-nt: Quafier/Owner Signature killicocc, Date Prirq 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. ❑ 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") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20"1wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than Ix), 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 Vi3 BIOl 99 AON a3/0333?J • • . • • • . • . • • . •... •••• • • •••. . • • • • • • .•. • •. •• .• •. .• •• O S • • •. • •• • • •F • — 7 DINING ROOM 1 1 0 O • •• • .• • • • • C w N O cr uJ W m 0 IN I0 U N 0 0 0 CO PERMIT #: Miami Shwas Villa e APFFOV'ED SUBJECT 10 CCMPLIANCE WITH STATE ANC r� �-FEDERAL C JTV' y RUL'S AND REGULATIONS MIAMI•QADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Doralum Corporation 7040 N. W. 77 Terrace Miami, FL 33166 • • • AZIAMI-I}ADEtbuNT' PRdpytT:CONTjtOL §ECTION • lLW,SW 26 $A!et,'ltoom 20$ ••.;[1Q�mi, Florida.33175-247$ T (7861315;2590 POW 315-259: •www•miamidede e»i 4cononw. • • • • • • • • •• •• • • • •••• • • • •• • • • SCOPE: • • This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Thd documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Ceation to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 100 Outswing Aluminum Doors w/wo Sidelites - Impact APPROVAL DOCUMENT: Drawing No.W13-03, Rev E, titled "Series-100 Alum Swing Door w/ Sidelites", sheets 1 through 10 of 10 (inclusive 3.1, 7.1), prepared by A1-Farooq Corp., dated 01/30/13 and last revised 04/16/18, 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 Resistant Limitations: 1. See DP tables for X or XX in sheet 1, Door w/ sidelites (w/wo reinforcement) in sheet 11. See Single sidelite (standalone) DP capacity in sheet 3. 2. See allowable mulled configuration in sheet 3_1, not to exceed (5) panels w/ max two mulled sidelites. 3. Max door leaf width mulled with sidelites in sheet 3_1, shall not exceed = 36-7/8". See active panel 4-point locking or active panel dead lock w/ manual bolts option in sheet 4. 4. Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this, entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA #15-0706.03 consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAMI DADE COUNTY APPROVED I sll�i�� NOA No. 18-0122.18 Expiration Date: July 04, 2023 Approval Date: May 24, 2018 Page 1 � • • • • 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S • • • •• • •• • • A. DRAWINGS 1. Manufacturer's die drawings and sections. : • : • (Submitted under previous NOA #13-0219.07) • 2. Drawing No.W13-03, Rev C, titled "Series 100 Alum Swing Driur w/ Sidp+itc/ • • • (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1), prepared by A1-Farooq Corp., dated 01/30/13 and last revised on 12/11/15, signed and sealed by Javad Ahmad, P.E. Doralum Corporation . • • • • •• • • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITIJZ • • • • • • •••• .... .... . . B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086 (FTL-12087), signed and sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA #13-0219.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 5th edition, prepared by AI-Farooq Corporation, dated 06/19/15 and 12/11/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Interlayer", dated 06/25/2015, expiring on 07/04/2018. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite ® PVB Glass Interlayer", dated 06/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company, (MA) for "Saflex Clear and Color Glass Interlayers", expiring on 05/21/16. rge M. Plasencia, P.E. Produc Control Unit Supervisor NOA No. 18-0122.18 Expiration Date: July 04, 2023 Approval Date: May 24, 2018 E-1 Doralum Corporation • • • . • •. • NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT I; • • ..•. . . •... . . ••.. • • • • F. STATEMENTS • • . • • 1. Statement letter of conformance and letter of no financial interg$t. a pared 6y AI- Farooq Corporation, dated 06/20/15, signed and sealed by Java l Alutad, P.E. . 2. Lab compliance as part of the above referenced test report. : • • . . . . .• .. • •. . • • • .. •• • G. OTHER 1. Notice of Acceptance No. 13-0219.07, issued to Doralum Corporation for their Series "100" Aluminum Outswing Doors w/wo Sidelites — Impact, approved on 07/04/13 and expiring on 07/04/18. 2. Test proposal, dated 08/21/12 approved by Jaime D. Gascon, P.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-03, Rev E, titled "Series-100 Alum Swing Door w/ Sidelites (L.M.I.)", sheets 1 through 10 of 10 (inclusive 3.1 and 7.1), prepared by Al-Farooq Corp., dated 01/30/13 and last revised on 04/16/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6th Edition (2017), prepared by Al—Farooq Corporation, dated 01/15/18 and revised 04/20/18, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "Sentry Glas ® (Clear and White) Interlayer", expiring on 07/04/2023. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol ® Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company, (MA) for "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. age M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 18-0122.18 Expiration Date: July 04, 2023 Approval Date: May 24, 2018 E-2 • • Doralum Corporation • • • • . • ••• • • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITT3: • • • • • • • • • • • • • • • • •• • •••• •••• F. STATEMENTS • • • • • • • 1. Statement letter of conformance and letter of no financial interest repared Farooq Corporation, dated 12/19/17, signed and sealed by Javad Alined, P.f. G. OTHER 1. This NOA revises NOA #15-0706.03, expiring on 07/04/18. E-3 •• • • •• •• • •• • • • • orge M. Plasencia, P.E. ProBuct Control Unit Supervisor NOA No. 18-0122.18 Expiration Date: July 04, 2023 Approval Date: May 24, 2018 � • • • • LEAF WON TWIC.A E FVATION ( x ) TABLE I DOORS LOAD CAPACITY - PSP SINGLE DOORS (X) DOOR D615. LAMINATED GLASS FRAME WORT IDS •o1H FRAME NDCHT EXT.„) MIT.(-) 36-5/8' 36-7/8' or 65.0 50.0 000R FRAME YID7H 4' MAX. HOD/SILL CORNERS /II\ t — / / \ " i j N1, / O / / /i /' n 1a 2 — — / OFN) BOLT LOCK OPTON SHEET 4� i• \ /Z li \ - > >SEE / �/ \ a __(_ ii n/ \ I% — \ \ =7�=== 1—� DOOR ORTIONS 28' D.L OPG. 36 7/8' LEAF WION TABLE 2 HEAD SILL (7) ANCHORS AT 516E END AT 3' 0.C. TYPICAL ELEVATION ( XX ) DOORS LOAD CAPACITY - PSP DOUBLE (XX) DOOR 01MS LAMINATED GLASS FWAIE •DTN LEAF .ION MAC Wort EM.(A) sf.(-) 76' 36-7/8' 98' 65.0 80.0 NOTE: COMPLNNC WITH EGRESS REQUIREMENTS TO BE REVIEWED BY BLDG. O1CLAL PER FBC, AS APPUCABLE. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD ANO SAL WRING PER005 OF HURRICANE WARNING. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND RORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 • • • •• • • • • • • � • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • •• • • •• • • • • • • (5) ANCHORS AT STILES END AT P 0.C. SURFACE APPLIED FAASE M8N1165 MAY BE USED PRODUCT REVISED moMlw Plaid. the P. w. C'od 18-0122n8 Itrusindien Date 07/042023 6RJ d. Product Control BOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. SERIES 190 ALUMINUM FRENCH DOOR R/ SIDELTTES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE TABLES 1 k 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES ON SHEET 1. SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3. SEE TABLE 4 FOR SIDEUTE AND ST/ELITE MUUJON CAPACITY ON SHEET 4. THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION CAPACITY TABLE WILL APPLY TO ENTIRE ST37EIA. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WIN THE REOUIREMENIS OF THE 2017 (6111 (CATION) FLORIDA WADING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (IMIZ). LEY 0R 2er W000 BUCKS & BUCK FASTENERS BY OTHERS, MUST 8E DESIGNED AND INSTALLED ADEWATELY TO TRANSFER APPLIED PRODUCT LOAM TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL 5144L BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE I5 USED IN DESIGN OF ANCHORS INTO W000 ONLY. ALL 5H•5 TO BE HIGH IMPACT, NON-IOEIALUC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT CONE INTO CONTACT WITH OTHER W551MIW2 MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE 6: ADOPTED STANDARDS. THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. I.A. LIFE SAFETY OF THIS PRODUCT. ADEQUACY OF STRUCTURE RECENING THIS PRODUCT AND SEAUNO AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. COND(DONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO BE REVIEWED BY BUILDING OFFICIAL. 000R LEAF HEIGHT - FRAME HEIGHT - 2.250' DOOR LEAF WIDTH (X DOORS) - FRAME WIDTH - 2.750' DOOR LEAF WIDTH (XX DOORS) - (FRAME WIDTH - 2.2501/2 D.LO. HEIGHT - FRAME HEIGHT - 12.250' D.LO. WIDTH (X DOORS) - FRAME WIDTH - 11.625" D.LO. WIDTH (XX DOORS) - (FRAME WIDTH - 201/2 11111 him �F9�hJEiE1 8�000© i era.in9 rq. W13-03 • • • • • •• • • • • • • • • • • • • • • • •••• • • • • • • • • • • •••• • • •0 •• • • • • • • • • • • • • • • • • • • • • • • • i • • • • • • •• • •• • • • • • • •• • (6) ANCHORS AT 000R MULION FRAME HEAD 201 1/4' (5) ANCHORS AT STILES ENO AT 3' 0.C. 41 3/4- SNEUTE WIDR1 4' MAX HEM/SEL CORNERS 76' DOOR FRAME 3- 41 3/4' 41 3/4' 587111E WIDTH SOEUTE 81D11.1 3_ 8' S / \ \ =1=t;== i` i / / ` \ .tic co / /\ /�\ , / \ \ fi II _ O � g - . \ I I •. OLADTNE-F-O=.— AGTNE ..—%74 (7) ANC -MONO AT STILE ENO AT ]' O.C. T 38 1/4' LOW -PROFILE 5DELITEJ TOP k 801T061 FRAME TYPICAL EVYATION ( Oxx00 ) (SEE INSTRUCTIONS IN SHEET 3 TO DETERMINE ENTRE ASSEMBLY OESON 10A) RATING) SIDELITE OPTIQL9S (4) ANCNDRS AT 9DELIE MUWON FRAME 5E1 (e) ANCHORS AT SDEUTE 4UWON MIME NEAP SURFACE APRIEO FALSE MUITFIS WY BE USED HI -PROFILE 58717E TOP k BOTTOM FRAME PRODUCT REVISED wIth rho Florida NO/Or• NOA-Flo. 15-0122.15 Expiration Dade 07/04/2023 By Mont Product Contra NOTES: 1. DOORS ARE VIEWED FROM OUTSIDE. 2. Hxuw.X DOORS WITHOUT INSECT SCREENS. GLASS O.L D DIMS. D.L.O. HEIGHT (HIGH PROFILE SIDE(TE) - FRAME HEIGHT - 14.375' D.L.O. WIDTH (LOW PROFILE SIDELITE) - FRAME WIDTH - 4.50' D.L.O. WIDTH (SIDELITE) - FRAME WIDTH - 4.875- D.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 12.250' D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 11.825- O.L.O. WIDTH (XX DOORS) - (FRAME WIDTH - 20-)/2 I .70S82 _' 2'11 2818 1r1 • STATE eONAOF• A ONAL 11111`. fa o1g Z 8 1,4 S$ 8 a 87 8, drawing no. W13-03 (shoot 2 of 10_ • . • . . • • .• • • • . .... . • • • .... • . . . • • • • •..• . . ..• .. . . . • . • • . .. . . . •. • • . . ..• . •••• • . . . . . • • • TABU 3 DESIGN LOAD CAPACITY - PS7 MNE MANE STATIONARY PANEL (0) ,ATM 140E5 1f1GN1 NCNES E0.(4) INT.(-) 41 3/4 610 e0.0 42 51.E 79.E 0e2 1/2 90.3 74.2 46 56.5 ace 41 3/4 55.0 110.0 42 ea 04.6 79.5 50.3 74.2 46 AS `50.5 69.e- 41 3/4 65.0 60.0 42 90 64.6 79.5 45 60.3 74.2 41 3/4 65.0 00.0 42 3/4 96 64.9 79.E 41 3/4 63.0 60.0 42 3/4 95 63.E 75.1 2 3/4• E WIOTN READ/SILL CORNERS I Is © _ i% g - s 1111 0ICI SILL 36 1/4• O.L OPG. 42 3/4• MANE WIDTN 4. 14X. NEAD/SN1 CORNERS © g 0 1 1 1 1 1 CDI 1I• I HEAD SILO SILL 38 1 /4' 0.L OPG. HIGH PROFILE SIDEIITE LOW PROFILE MELITE 9 MANE WIDTH TYPICAI FI FVAT(PNC ( 0 ) PRODUCT REVISED ;JrDC5 wit the PI.Me N04Na 18-0122.18 Expiration Date 07/04/2023 e Cfentrw NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. ,GUSTS). ro 1 9 (sheet 3 of 10Q TARTS 4 RUWON/SIDEUTE DESIGN LOAD CAPACITY - PSF scant 000R SIDELRE TO SIDOJIB 5IDELTE TO DOOR F"'" FRAME 90ELIlE W/0 RED4P. WITH REM?. 11/0 RONP. WTTR REIN?. HEIGHT INCHES 47IDTM INCHES WIDTH INCHES E%T.(4) INN.(-) E%T.(4) M.(-) E%T.(4) M.(-) EM.(1) .4.(-) 24 115.0 80.0 85.0 60.0 65.0 500 65.0 80.0 30 55.0 60.0 65.0 80.0 65.0 00.0 65.0 80.0 36 65.0 600 65.0 80.0 65.0 80.0 85.0 80.0 82 1 2 / 39 5/8• (X) 41-3/4 65.0 am 55.0 50.0 65.0 a0.o 65.0 80.0 76' (XX) 42 84.6 79.5 54.6 79.5 64.a 79.5 64.6 79.5 45 00.3 74.2 10.3 742 60.3 74.2 50.3 74.2 48 56.5 696 56.5 69.5 56.5 896 55.5 696 24 65.0 80.0 as.0 80.0 65.0 800 65.0 80.0 30 65.0 00.0 55.0 80.0 6.5.0 80.0 65.0 80.0 36 85.0 00.0 65.0 a0.o 65.0 00.0 55.0 a0.o 64 36 5/6• (X) 41-3/4 55.0 00.0 65.0 80.0 65.0 a0.0 65.0 80.0 42 64.5 793 64.6 19.5 04.6 798 61.6 79.5 45 50.3 742 60.3 74.2 60.3 742 60.3 74.2 4a 56.5 69.6 55.5 59.8 58.5 69.6 55.5 89.6 34 45.0 80.0 65.0 80.0 65.0 80.0 65.0 80.0 30 65.0 50.0 65.0 80.0 65.0 780 65.0 60.0 00 39 5/6' (0) 76' (XX) 36 41-3/4 85.0 711.9 55.0 80.0 65.0 52.7 65.0 80.0 65.0 69.6 65.0 60.0 65.0 68.5 65.0 80.0 42 646 89.3 646 70.5 64.5 68.3 646 79.5 45 60.3 65.6 60.3 74.2 40.3 66.4 60.3 742 24 65.0 60.0 65.0 50.0 65.0 69.7 65.0 80.0 9S l9 5/6• (%) 30 36 65.0 76.0 85.0 60.0 64.1 64.1 65.0 80.0 64.5 64.5 63.0 80.0 59.6 50.6 05.0 50.0 76' (%X) 41-3/4 56.7 56.7 65.0 80.0 56.1 56.1 65.0 80.0 42 56.5 56.5 646 79.5 54.0 560 64.5 79.5 24 55.0 50.0 65.0 60.0 65.0 05.5 05.0 80.0 96 39 5/8' DO 76' (XX) 30 34 65.0 71.4 55.0 80.0 60.3 60.3 65.0 80.0 50.5 50.5 55.0 60.0 58.0 56.0 65.0 80.0 41-3/4 53.2 53.2 65.0 800 52.7 52.7 65.0 80.0 REINFORCING AS RECD. SEE CHART 3976'(XX) 5/9• (X) S)DELTTE TO SIDELITE WITH DOORS 39 s/a• DOOR DOOR FRAME W. 39 5/8' 39 5/8' • • • . . . • • • . .... .... . .• .... .... • • .... • • . • . . • • ... WI0111 DOOR FRAME W. MTh DOOR 9RI4E W WID1N mO1N Lill SI0EU0E 75' MAX. WCiX 00Oi FRAME W. 111 ( 050) INSTRUCTIONS. USE CHARTS AS FOl0A5. (0%0) SIDELITE . 76 MAX ( 00X ) SIDEUTE WIDTH ( 050) INSTRUCTIONS. USE CHARTS AS FOl0A5. (0%0) SIDELITE . 76 MAX ( 00X ) SIDEUTE WIDTH DOOR FRAME W. WIDTH 1. SELECT SINGLE 0R OORLE DOORS CAPACITY FROu TABLES 1 OR 2 ON SHEET 1. 2. SELECT SIDEVTE AID 90ELRE MULLEIN CSPACILY FROM TARE 4. 3. LOWER VALUES FROM STEPS 1 0R 2 WILL APPLY TO ENTIRE SYSTEM. 4. SELECT LOCI( OPTION MO CORRESPONDING MAX. DESIGN LOAD FROM SHEET 4. REINFORCING O AS RE00. SEE CHART 90ELTE WIDTH SIDEUTE_T.0 D00R ( 0E40 ) IOELJTE MULLION ANCHOR SEE SHEET 2 SIOFLTE WTOTH SIOCULE 39 5/6• MAX. DOOR FRAME W. .... . . . .. . • . . .. . . . . .. • 39 5/8' SIDELINE WIDTH DOOR FRAME W 76' MAX. DOOR FRAME W. ( XX00 ( 00%% 76 MAX. `ST9E END ANCNOR SEE SHEET 1 S0EL4E SWELITE 000R FRAME W. "ROTH WIDTH hill ( O%%W )MAX 5 PANELS ( 00XX0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC - 2 19 /IIIIN1737 PRODUCT REVISED as complying wNW W Medan Nam. 119•0122.15 a.P1..6.4 ..9.07/04/2023 Moen DWRi P.oA..e6 Ce,YN RTC DF �F.:I RgL1DF;.' C % Itt�WJAIt` 11 • • • . • . . ei ESE ElEopP Gi9i0 &' 1i drawing no. �W13-03 9h.e13. 0110 • . . • • . . • . • . • .... .... • . .... • • • • .... . . .. .. .. . • . . . • . • . . .. . . . .. • • . . ..• . . • • • LOCK OPTIONS' ACT1F NEAP SURFACE MOUNT OEM BOLT LOCK AT 44-3/4' FRON BOTTOM, ICY OPERATED ON 2f(ER10R AND THUMB TURN ON ENE00R FASTENED TO ACTIVE LEAF LOCK STE.E WITH (2) 110-32 2 2' 011 MS (2) 18-32 X 1/2' TM us LEVER TYPE METALLIC HANDLE AT 38-3/4' FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE OTTN (2) 18-32 X -'I/O'1 PH M5. ONO (2) 16-32 X 1/2' FT( NS CONCEALED FLUSH BOLTS BY 'REGENT UO*MNLr [POUTED LOOS MOANED ON STILE FACE, LOCATED AT 11-1/2' ANC 87-1/2' FROM BOTTOM EAST3ND-TO-COCA Ss81E—.._.-... 16-32 X 1/2' FA Its SCREWS 5 (2) 2C81Ws PER BOLT INACItVF L= CONCEALED RASH BOLTS BY 'REGENT' LWATAMLY OPERATED LEVERS MOUNTED ON INSTACE Of LEAAT F STILE A 872ROLT BOTT1 FASTENED TO LOCK 516E WITH /8-32 x 1/2' FN M5 (2) PER BOLT 39 5/8' 76' / / AnNE \ \ \ / / NARK 3/16' HEAT SIREN[ CLASS .090' Mrloyer SAP Clear And Cola Glom By 'Ewtmri CMmi,M Co.' 3/16' HEAT STREW() CUSS SAJCONE '\ \ 1 t CE 2200E CC 2800 GLASS TYPE 'G1' .51 ACTP/E LEBE 4 PANT LOCK SYSTEM BY 'INTERLOCK' AT 38-3/4' FROM BOTTOM HANDLE KiNATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEM Af10 891 KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR HANDLE FASTENED TO LOCK STLLE WITH (2) 18-32 X 2' OH LIS CENTER LOCK FAJLure0 TO LOCK STILE NMI (2) 112-24 X 1/4' FM MS 111ACINE LEK• CONCEALED FLuSH -BOLTS BY 'REOTIR`--_ --'-- -_ WMMLLY OPERATED LEVERS MO0NEO ON NSm FACE OF ST1E LOCATED AT 11-1/2' AND 57-1/2' FROM BOTTOM FASTENED TO LOCK S1X.E WITH /8-32 X 1/2' FH rC MS (2) SCREWS PER BOLT 39 5/8' 76' 1 3/15' NEAT STBEN'0 GLASS .090' 0to1uyr Trwifol PCB By 'Muroroy Americo. Me.' F3/18' HEAT STREHD GLASS STUCCO. GE 2800 CE 2800 0 3/16' HEAT STREN'0 CUSS .090' Intrloyer SeniryC4. By 'Kur.roy Nn eco. 3/16' HEAT 51REN'0 GLASS SUCOVE GE 2600 GLASS TYPE 'G2' GLASS TYPE 'G3' GLAZING OPTIONS HINGES. 3-1/2' X 7-5/8' X .122' THI( EMRUTED ALUM NUKE PART OFD-107 BY SULLIVAN k ASSOC. 3 HINGES PER LEAF AT 9' FROM TOP AND BOFTON AND AT NOSPAN (SPACING NOT TO EXCEED 40' 0.C.) HINGES FASTENED *YIN 110 x 1' FIT 5M5 (6) SCREY/S AT NNGE SOLE (6) SCREWS Ai ERNE .LW9 AT I/O POINTS ON CITES 010ER THAN 36' ONLY GLAZING DETAIL AT SIDELITE PRODUCT REVISED : wn la 1M Florida NOR-NNo.Cod 1s.0122ne BKPIn8tsn D.L.07/04/2023 By N Sew ecNTANTTN 8 (.H..t 4 0E 10 • • • • • • . •• • . . • . . •... •.•• • .• • • • • ...• ...• • . . • • •.• •• .. . • • . . • . • • • . • .. . .. • . . • •.• • • • . • . . . . • • • • . . . • 1 BOLT ON PENETINT0* EDGE 015T TYPICAL ANCHORS SEE ELEVATIONS FOR SPACRNG DEEP SLOTS CPIONO MM. BOLT PENETRATION ED Ammo o IHi OPEMRLE PANEL O TYPKYL ANCHORS SEE ELEVATIONS FOR SPICING 011.1VDM 011T. ''11 - I METAL 5TR*CNRE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM MUST SUSTAIN LOADS IMPOSED BY GLAZING ST>IEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DN, UITRACON BY 'also' (Fe.172 Kv, &AIDS Ks) INTO WOOD STRUCTURES 2' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) TMRU 18Y OR 28Y BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 2" MIN. EMBED INTO CONCRETE (MEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR GROUT -FILLED BLOCKS (JAMBS) 144" Dlt TEKS OR «F-DRIWNG SCPEWS (OWE 5 CRS) INTO MIAMI-DADE COUNTY 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 PI CONTACT WITH AUTANUM TO 6E PRATED OR PAINTED) WWII EDOF DRTANI7 INTO CONCRETE AND BLOCKS - 2-1/2" MIN. INTO WOOD STRUCTURE • 1MIN. INTO METAL STRUCTURE • 3/4" MIN. W000 AT HEAD 0R JAMBS 5G - 0.55 MIN. CONCRETE AT HEAD. SILL 0R JAMBS Fe . 3000 PS MIN. C-10 HOLLOW/FILED ROCK AT JAMBS re, . 2000 P51 MN. ANCHORS MAY BE HEX OR FLAT HEAD. DOOR DETAILS a�a 49WH-ONE COWRY APPROJEOI CLIPPED 4UWON iI SEE SEPARATE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUCT REVISED w1U the Dodd. NOP,le NOA-Ne. s 18-0122.16 Expiration Data 07/04/2023 ri nu:D.a aueidenaa 60 8 k IC ES... E B dror.inq. W13-031 (sheet 5 0) 1) TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL 511111C111RE 39 S/!' MAX. DOOR FRAME W10111 TOICAL ANCHORS • SE ELEV. FOR SPACING, • O3/d' WOC. LOAD BEAPoNG SHIM HO OR 26i 5C00 BUCKS SEE SHEET 1 'CONCRETE get BLOCK 7 T/A. LOCK OPIMR SEE SHEET 4 -LOCK OPTIONS SEE SHEET a `TON S+ADIIG DOOR DETAILS • . • • • • • . •. • • • •••• . • • • • • • . •• .. • • . • • • . • •• . • • . •••• • • .•.. .•.• • • • •• • •. • • • • • • . • • •. • . • •• • • • • •• • PRODUCT eREVISED i.udma DUCo with the Moeda NOA-Ns. 1140122.1S E O00OI D.1.07/04/2023 MIS Produ.l C0MrW 3/d' MAX. LOAD BEARING SHIM TYPICAL ANCHORS SEE ELEV. FOR SPA0HG 2018 * = 7 • . . CP : sdrawing n 0 .. • Dp.� _.W 13-03 oNA1111 .N..1 6 a1 1 0 • • • • • • ..• • • • • •••• • • .... • • .. . • • • • • • • . • • • .. • • .... •••• •••• • • • ••• • • .. • • • • • • • • • • • TYPICALANCHORS EDGE OST. /11 � " DOT HO OR EBY SEE NO 2n 1 BUCK PRODUCT Poc, .. ca+GnETE.' ' l with theE Florida • Now -wet. ,60,22.,E SFAFS-100 AWI SING DOOR Mi SEEIRES (OW 1 AL-FAROOQ CORPORATION DORALUM CORPORATION vaNNEma b ^RODS o OP1Aen ssSU SUNSET DRIVE. SUITE 220 7040 N.W. 77 TERRACE MNAMI, FLORIDA sails (Ebb sssa) MIAMI, FL. 33166 TEL MS)2134e10Y FAX(808)262 978 TEL (305) 884-3022 rA% (305) 884-1444 1 _ , COMP-ANL\wt: I Expiration 0.a 07/04/2023 Br �I r . y M4mue1 Cenbel 0FlDO/O/4LL n P RS 1/ OnNO ^ EXTERIOR Toet a a I 0 re liggRD ig9Cr3iiiiei Dogot 8- ,eE 2... I, 0 _.P P aunt"rr # e _ I e $ paaru sonnE T=^ = wB pearnt SIDEl11E - eF �o '' 7 i= 11 ;v�� aNcritTe . . cog ry GET. / (•• ' L ANCHORS -1 ANCHORS L ANCHRS TE 4019 = ,. R0 + ',, droning no. 1 W13-03 SCUM EDGE asr. 1' AVE rosp,�cnc EMILE TTEE ss' '"•O''''' FOR SPACING SIDELITE DETAILS /pt t ,s n Mill%" (sheet 7 o110) . • . . . . • . .... .... . . . . ....• .... . . .... . . . .. . . • . . • • • • • • • • • • ..• .. • • • • • • `I— LL -JI EXTERIOR 39 5/8' (0 DOOR) Jr' (XX DOOR) MAX. DOOR {AWE YAM RI smart Moral PRODUCT REVISED Mmy wrlt0 the Florida .IIWny .Dean.. 15-0122.15 Expiration Date 7/04/2023 b NI • t SIDELITE DETAILS - a 1C i g mpg! drawing no. W13-03 (sheet 7.101 i o • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • • CI'BM 6 PAR 44 PAD. DESC91PTION IIAT60W. MANP./SUPPIIDt/IWAR® 1 T-51493 I/DOOR HALE HEAD 6063-T6 - 2 T-5I494 2/170011 MAAE 3W0 6063-T6 - 3 T-51503 1/LEAF DOOR TOP RNL 6061-T6 - ♦ T-51492 I/LEAF DOOR eo110M RAIL 6061-T6 - 5 T-11502 2/ LOE WEATHERSTRIP ADAPTER 6063-T5 - a SW-26696 1/50WL 111RESI0ID 6063-T6 - 7 T-51520 1/1E1F HNGE SORE 6063-T6 - a T-51194 1/1.EY LOCR STILE 5063-T6 - 9 T-11500 AS REDO. SIOELATE SUP ON .LAMB 6053-T5 - 10 1-11501 1/CORNER Mae, S..rwl 6063-T6 - 11 ED-107 3/LEAF BUR HINGES (.122' ONO ALUMINUM SULLNAI k ASSOC. 13 T-11499 AS RECO. SEDUM WAZINO BEAD 6063-T6 - 14 T-51504 AS RICO. SOME BASE ADAPTER 6063-75 - 15 - A5 REOD. 50FNE RENA. CHANNEL 3003-1114 - 16 T-11496 AS RE00. SCREW CAP (OPTIONAL) 6063-T5 - I6A - AS REDO. SCREW GIP (OPR01IA1) 6063-T5 - 17 - 2/LEAF 3/6' E 16 THREADED R00 STEEL - la - 2/LEAE 3/6' A 16 ANT - - 19 - IS RE00. PVC MEE - - 20 - AS RE00. 1RTM1Aa - - 22 06-101 AS RE00. BULB #EA11ER51RIPRNG 1,41111 - 23 PB-6400 AS WOO. ALE WDH INTEGRAL AE WSTR0PINC - SCHLEGEL 24 5025 AS REAP. ALLISN BOLTS OD -TA IRO. 25 CP-5111 - ENTRY LOCNSET NNILSET 26 13 T I. 4/ CORNER ASSEMBLY SCREWS, EH SELF DRILLING AT ALL FRAME JOINTS 22 15 ■ 2-1/2' 3/ CORNER ASSEMBLY SCREWS, PH 5115 - 2a /6 11 1 -1/2' 2/ CORNER SLMLTE ASSEMBLY SCREWS, EH SELF CRILLNG - 29 - AS RE00. SETTING BLOOIS EPOM 0UR0METER 501:5 SHORE A SEALANTS: FRAME AND LEAF CORNERS. INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SEALANT. PRODUCT REVISED B61w4e Florid* NOA-N6 M th 441. 180122.18 Axon*. Dat• 07/04/2023 WMe6 Cenbol 8 Oio �a- B aiaet 8 of j_Q.) • . • . . . . . .. . . • . . • . .... .... . . . . . .. . • . . . .... . . . .. . . • . . • . • . . .. . .. . • . . i 000 .oTe .375 0 WEATHERSTRIP t.s9e-y p5q 1.t91 ADAPTER I i'Iw5 I �^ S see 2.125 a 3T5 PRODUCTREVISED WM-a Cedewiro the01 hens. No.«. +eo��na 5036-100 raw SOK DOOR 11/ SIDR➢FS (LDL)� AL-FAROOQ CORPORATION a DORALUM CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 7040 N.W. 77 TERRACE PIM SUNSET DRIVE, SUITE 220 MIM9, FLORIDA 99379 (CJ.N..169E) MIAMI, FL. 33166 TEL IEySI 400 FyL MEE2aaRATe C TEL 005) BEE- 39T2 fAX (]OS) 884-I RM _l COW -ANL\W13-owiic� x: !� 1 ( T.e Expired. Dote o�roanoza �� �' O SCREW CAP 1.3: i Lx.,xS eee Fn+Hn 1--1.9e3 0 FRAME HEAD 1 y .e3e I ' 0 SIDE 1.252 r 045 L-1A97-1 UTE GLAZING BEAD e95 rz,ex- �._ 111 5.835 .oxe 2.000 0 Hi Q O r-x.x50-� 4.000 0 .o7e �. .I.e s L�1.500� FRAME JAMB I 1.9a3 p yt 53 6- nr,, i ` ll' 1 1 I 8 m pp 0 O g 3.375 .07e 1.750 .575 r 2.000 L 0 I e Q I-- L-e t.,3--i 0 SIDELITE BASE ADAPTER 4.000 0 HINGE STILE r-1.750 - 0 ALUMINUM HINGE r.250 3.500 O 1111 -.I.976 �-.- TOP RAIL .0Te a.00o 4.224 rC_. 1.T50 2.139 1 ,.1i5 sw- 10 ASSEMBLY STIFFENER 1 .oTe 4Np¢R $Se. g g F `.e,e I .90e 0 LOCK STILE 2.057-1 'I I...s .OSS s.Tee 5.500 0 BOTTOM -,.eTaI�- 1 f -1.750--1 RAIL .oTe coca T I .oTe 2.406 4.156 - 0 SIDE LRE JAMB ase b_JjI _ttx5 I c .< o d ,ee SIDELRE 1 I 1 3.730 ALUM REINF. -11u SsoNn� N1 u11 ' �' 70592 sure as ,1,1111t1 • u -2.l77 1� soo J T- .oex ,, 4.500 ! i SIDELITE BASE GLAZING BEAD atow�ng oo. W13-03 O THRESHOLD (sheet 9 0110) • • • • • • •• • • • • • • • • • •••• •••• • • • • • • •••• •••• •••• . • • • • .•• •• • •• • • • • • • • • • • • • • • • • •• • •• • • • • • • DOOR FRAME TOP CORNER Sinn 2T TOP & BOTTOM CORNER POOR FRAME BOTTOM CORNER S f1F ITF SLIP ON JAMB CORNER J FAF TOP & BOTTOM CORNER PRODUCT REVISED M 1. .mn the Florid. pork -Fly r+oA+io. 18-0122.1a Expiration Daft 01/04/2023 ►�-- i -Control 8 R 2 drawing o. W13-03 (.n.e+ 1..9 o+ 19J ��'1� _ c BUILDING PERMIT APPLICATION *BUILDING ❑ ELECTRIC El PLUMBING ❑ MECHANICAL JOB ADDRESS: 90 NE 91 Street City: Miami Shores Folio/Parcel#:11-3101-020-0010 Occupancy Type: 'tamly"m Load: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑ ROOFING ❑PUBLIC WORKS County: ❑ REVISION n CHANGE OF CONTRACTOR Miami Dade RECEIYEI MAR 27 2018 F�c Zo 1� Master Permit No wS le- Sub Permit No. ❑ EXTENSION ❑RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS Is the Building Historically Designated: Construction Type: CBS Flood Zone: NO OWNER: Name (Fee Simple Titleholder): Stephen Pelliccia & Sergio Sacristan Address: 90 NE 91 Street BFE: Phone#: 6035051957 City: Miami Shores State: Florida Tenant/Lessee Name: Email: pelliccias@gtlaw.com CONTRACTOR: Company Name: Nebenka Construction LLC Address: 11593 NW 80 Street Zip: 33138 Phone#: Phone#: 7868300349 City: Miami State: Qualifier Name: Nebenka Construction LLC Florida Zip: 33178 Phone# 7868300349 State Certification or Registration #: CGC1515521 Certificate of Competency DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 2,100 Type of Work: ❑ Addition n Alteration Square/Linear Footage of Work: 30 Zip: ❑ Demolition Description of work: Replace old front door and frame with new impact resistant door and frame. Q New ❑ Repair/Replace Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that a separate +. �i , t d tIC, 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 wi be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: RESULT IN YOUJ 3 A TO OW 1NCsl YOl j iQTIdBO YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY ICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND ULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING NCEMENT." Notice to Applicant As o condition to the issuance of a building permit with on estimated value exceeding $2500, e a plicont must promise in good faith that o copy of the notke of commencement and construction lien low brochure will be de vered tis the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must posted • the job site for the first inspection whkh occurs seven (7) days after the building permit is issued. In the absence of s ch pos d notke, the Inspection will not be approved and a rei fectlon fee will be charged. Signature / OWNER or AGENT The foregoing instrument was acknowledged before me this The re m nt was acknowle ged before me this rJ day of f'heiAlt.vvj , 20 �✓ , by i y of iC4. �'Q 20 t�j t5i a'Heru pr Li ICCAk J who isiersonalhyknow- to f1 The yl S fwho is pers. - own o me or who has produced as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: �— ---:- c— ...77----`'---- Sign: Signet Print: Seal: NAOMIBAKATA Notary Public- State of Florida Commission I FF 937459 • My Comm. Explms Nov19. 2019 40•9514.4.449,4311 . Nrrw a APPROVED BY (RaIse de2/24/2at4) Plans Examiner Structural Review i I08 Cornndssion I GG114764 C hires: June 14, 2021 w��„:�° Bonded thru Aaron Notary iare as Zoning Clerk