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WS-19-2423Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 10/28/201 Location Address Parcel Number 270 GRAND CONC, Miami Shores, FL 33138 1132060136210 :ontacts Permit NO.: WS -1 0-19-2423 Permit Type: Windows/Shutters Work Classification: poor Replacement Permit status: Approved 9 F—_Explration: 04/27/2020 JODIE BLUM Owner HOME OWNER Contractor 270 GRAND CONC, MIAMI SHORES, FL 33138 HOME OWNER Home: 4154125469 Description: INSTALL NEW IMPACT DOORS 1 Valuation: $ 1,500.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $127.35 Building Department Copy Payments Date Paid Amt Paid Total Fees $127.35 Credit Card 10/11/2019 $50.00 Credit Card 10/28/2019 $77.35 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. OWNE S AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulati g onstruction and zo�FutArmore, I authorize the above named contractor to do the work stated. Signature: Owner / Applicant / Contractor / Agent Date 2019 Page 2 of 2 BUILDING 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 PERMIT APPLICATION ` ,BUILDING ❑ ELECTRIC ❑ ROOFING C ' IV Jc i 0 C T 11 2019 Im FBC 20 Master Permit No. Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP n CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Sh Folio/Parcel#: Occupancy Type: OWNER: Name (Fee Simpl Address: C:;;C) City: 1 Tenant/Lessee Na e: Email: CONTRA OR: Company I Address: the Building Historically Designated: Yes NO Load: Construction Type: `Floo^d Zone: BFFE: FFE: �eholder): 1 v PhoneA54 I� S State: Zip: hone#: City: State: Zip: Qualifier Name: State Certification or Registration #: Phone#: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage.of Work: Type of Work: ❑ Addition Alteration ❑ NeW' ., ❑ Repair/Replace ❑ Demolition Description of Work: 1 �� >> "I 'I Specify color of color thru tile: Submittal Fee $''50 �� Permit Fee $ I^� CCF $ I . na•V CO/CC $ Or ,l Scanning Fee $ _9.o6 Radon Fee $ 1C. 0D 0.40 l DBP/Rl$ ; � DV Notary $5 -1)v Technology Fee $ 135 Training/Education Fee $ 0. 4 V Double Fee $ XJ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 tYOUR 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 no ie approved and a eC inspectionfee will be charged. I ' � �� Signa re Signature OWNER or AGENT CONTRACTOR Th foregoing instru ent was acknowledged before me this The foregoing instrument was acknowledged before me this da of 20 by day of 20 by lv1'11 i o who is personally known to who is personally known to �.��111111111�Ij.. as me or who has produced as PR/FTd �j.+ nd wh 1 `������Y did take a oaA y S•.••� %identification �.,, ZeC, and who did take an oath. Tneproduc •�o" NOTARY PUBLIC: gGG 25720 ti Z Sign: Print: d C ded ^c' Print: Seal: 77�/h•u�::�� Seal: *****.:.s**s****:*::::s********* ***r**r**s******r*ss*********s*s••sss*ssss**s*******#�*.****s*********.::* APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). [owledgement: ifier/Owner Signature Date 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. ❑ 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. r ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 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 NAME.. ADDRE -NOV Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 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. 1 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 ac�P> s my own contractor with certain restrictions even though I do not have a license. 2. 1 understand that building permits are not required to be signed by a property owner unle#s he or sh) is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 1 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I u derstand th kt I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name in ktead of my 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 per is aro cts. 4. 1 understand that I may build or improve a one family or two-family residence or a farm o building. I ay also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my us or occupan y. It may not be built or substantially improved for sale or lease. if a building or residence that I have built or substantially impro mys 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 leas ch violates the exemption. Alniti 5\i,S .1 Yl7il: �.i 13♦ In *al t understand��at, as the owner -builder, I must provide direct, onsite supervision of the co l .6 1 understand th t I may not hire an unlicensed person to act as my contractor or to supermy building or residence. It is m"y �esponsitiility to ensure that the persons whom I employ have the license required bunicipal ordinance. Pr6Dr�itf'ktrt��'��ti 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. I, 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 an am aware of the limits of my insurance coverage for injuries to workers on my property. ICta 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensedtorr not licenses to perform the work being done. Any person working on my building who is not licensed must work undert ion and must be employed by me, which means that I must comply with laws requiring the withholding of federal incomeocial security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employe. IIuunderstand 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 kctivity, I ill abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the n Construction must comply with all applicable laws, ordinances, building codes, and zoning regu s. 11 10. 1 understand that I may obtain more information regarding my obligations as an employer fr m the Inter al Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand t at I may tact the Florida Construction Industry Licensing Board at 850.487.1395 or htt:/p /www.mvfloridalicense.com/dbpr/r)ro/cilblincex.htm In 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and nderstan s that I am the party legally and financial) resp tn,4for e s c struction activityatthe following address: legally and financiall@ C n c) 12. i agree to notify Miami snores "village immediately of any additions, deletions, or changes t fany of thekhsf�iria`etion that I have provided on this disclosure. �J l Licensed contractors are regulated by laws designed to protect the public. If you contract with a erson w4 does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation rkay be u able 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 undeL$J.Ad 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 114-h day of G� 20 Ill By who was personally known to me or who has • �y—r�AlsS�s�O �i Z �Z •• • oV �72Bd .' >F 9,q••� O�oyed thN : � ratio W 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 ECO Windows Systems, LLC 9114 N. W. 1061 Street, Medley, FL 33178 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 AHJ may immediately 1evoka, modify, or* • • • ; • suspend the use of such product or material within their jurisdiction. RER reserves the right to.feVbU this '. acceptance, if it is determined by Miami -Dade County Product Control Section that this prbt[Nf br material *fails to' • • • • • meet the requirements of the applicable building code. :9060: This product is approved as described herein, and has been designed to comply with the Flori g.Vi *ding fmt-, • • . • • • including the High Velocity Hurricane Zone. ' ...... . . ..... DESCRIPTION: Series "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.It • • • • • • • • • • • • • •' ; • APPROVAL DOCUMENT: Drawing No. W1349 REV D, titled "Series- 700 Alum SLD.ZIass;Door (L.lv1+I.)", • • .. ; sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on ZAN 23; 2018,' signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Rluawal staml wick the • • • • Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. • 9 • • MISSILE IMPACT RATING: Large and Small Missile impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame area 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 renews 418-0129.13 consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No. 18-1220.09 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W1349 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file #13-0912.02) 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 marked -up drawings and installation diagrams of Alum sliding Glass doors, ptdpWd by '. .. ... ...... Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 MITast revised on • 02/10/2014 signed and sealed by Marlin D. Brinson P. E. Note: The above referenced test report has an addendum letter dated FEB 1 U, W14, issazrsy• • • ; • • Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author •: ;. •.:. ""' .. .. . ...... C. CALCULATIONS .' 1. Anchor verification calculations and structural analysis, complying with PBC -2014 t�: jt4jtionr • • • � • prepared by Al Farooq Corporation, dated 06/10/15 and last revised on WC.b2, 2015, signed :....: and sealed by Javad Ahmad, P.E. " • 2. Glazing complies w/ ASTMS -1300-02, -04 & -09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5x' Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, P.E. 2. Evidence submitted under previous approvals A. DRAWINGS Drawing No. W13-49 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. l aq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.09 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. F. STATEMENTS (submitted under file #18-0129.13) 1. Statement letter of conformance to FBC 2017(6' edition) prepared by Al-Farooq Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 18-0129.13, expiring 03/20/2024. haq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.09 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuF&A DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", a g*' on 67&.23. • ,' • F. STATEMENTS • • • • • • • • • • • ""' 1. Statement letter of conformance to FBC 2017(6' edition) prepared by Al'1*arooq Corporation, ; • • • • dated JAN 23 2018 signed and sealed by Javad Ahmad P.E. • G. OTHER ...... . . ..... 00 1. This NOA revises NOA # 15-0612.05, expiring 03/20/2019. • 1. New Evidence submitted. . . . . ...... • A. DRAWINGS 1. Drawing No. W1349 REV D, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for "Trosifol: Ultra clear, clear & color PVB glass interlayer" (former "Kuraray Butacite PVB Interlayer)", expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. (former E.I. DuPont DeNemours & Co., Inc.) for the "Kuarary Sentry Glass ® Interlayer", expiring on 07/4/23. F. STATEMENTS (submitted under file #18-0129.13) 1. Statement letter of conformance to FBC 2017(6' edition) prepared by Al-Farooq Corporation, dated JAN 23, 2018, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 18-0129.13, expiring 03/20/2024. haq I. Chanda, P.E. Product Control Unit Supervisor NOA No. 18-1220.09 Expiration Date: March 20, 2024 Approval Date: January 17, 2019 E-2 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 SEE CHART #1 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. STEP 2 SELECT SILL TYPE FROM SHEET 7 AND LIMIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL STEP 3 SEE CHART #2 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS WIDTHS: FIXED STILE—INTERLOCK = PANEL WIDTH — 7.125" INTERLOCK—ASTRAGAL = PANEL WIDTH — 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT — 6.50' PANEL HEIGHT = DOOR FRAME HEIGHT — 1.5625" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -700 ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME MRO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE .REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. ALTERNATE SIZE•11NITf • • 000 • • • • 000 MAX. FRAME J2V OF DbORS NOT Ta EXCE4) • • • THE TESTED IWAM[ AREA OF 82 SQ• FT. • • • • • • • •• •• •• • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 41 3/4' L w = io � w � � n S o d n a °ROOUC7 Rte. •�:;: 48 7/8' ALTERNATE SIZE•11NITf • • 000 • • • • 000 MAX. FRAME J2V OF DbORS NOT Ta EXCE4) • • • THE TESTED IWAM[ AREA OF 82 SQ• FT. • • • • • • • •• •• •• • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 41 3/4' L 41 3/4"�m 13' -- FALSE MUNTIN OPTIONAL D.OPG. O.L. OPG. SILL n W °ROOUC7 Rte. •�:;: 48 7/8' Nw CORNERS SILL v /8-12 0. >Wr.N.•M� .n �,�242 PANEL WIDTH 48 7/8' • • • • . • • • PANEL WIDTH 6 ANCRORS • • • ALTERNATE SIZE•11NITf • • 000 • • • • 000 MAX. FRAME J2V OF DbORS NOT Ta EXCE4) • • • THE TESTED IWAM[ AREA OF 82 SQ• FT. • • • • • • • •• •• •• • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � 0 � n 1 13' -- 8� tj N N SILL n W °ROOUC7 Rte. •�:;: � Nw CORNERS SILL <o /8-12 0. >Wr.N.•M� .n �,�242 -D CLUSTER OP • • • • . • • • 6 ANCRORS • • • • • • • • 00 W o.0 AT INTERLOCK LNDS • • • • • • • • SEE SHEET 5 FOR CAPAORI'00 • • • • TYPICAL ELEVATION OX ALTERNATE SIZE•11NITf • • 000 • • • • 000 MAX. FRAME J2V OF DbORS NOT Ta EXCE4) • • • THE TESTED IWAM[ AREA OF 82 SQ• FT. • • • • • • • •• •• •• • • •• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • o"Duc r RFVEM = "*blot -10 be Fbio d Aogmtr No IV -01Z ./I ✓ VIeyA634 /q f PeiitEkMM LAMINATED- GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT I • C J 2P4 OF A q a drawing no. W13-49 � 0 � n 1 8� tj N N n W °ROOUC7 Rte. •�:;: � Nw q°O�Pb�twlr�� cwc <o /8-12 0. >Wr.N.•M� .n �,�242 -D 0 co M z 3� y 0 04 rJ w y� 00 W o.0 o"Duc r RFVEM = "*blot -10 be Fbio d Aogmtr No IV -01Z ./I ✓ VIeyA634 /q f PeiitEkMM LAMINATED- GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT I • C J 2P4 OF A q a drawing no. W13-49 CLUSTER OF VDS Y 015 q n g € M c&ooh LLl�g� 42 1/16' 42 1/16' �^ FAI.SEOPMTIO AL D.L. OPG. D.L. OPG. 49 3/16' NII1bUCi RCVY� $ C 49 5/16' PANEL WIDTH w•torMl7`[wkh 0e FAdb o E PANEL WIDTHRR ASTRAGAL INTERLOCK DO I ^ 1,811 T; 5" MAX. P1�Ot n SILL 13 MAX. 0 CLUSTER OFF, c m o 0 0 0 ? 4 CORNERS SILL �� 6 ANCHORS $ b AT INTERLOCK/ASTRAGAL ENDS • • • • • • • • • • • •� TYPICAL ELATION SEE SHEET 5 FOR CAPACITY • • • • • • • • • d < m v OXX • • • • • • • • • • • • • • %%J111111"11, • • • • • • • • • ��` ..^..r,YRf. iii q ALTERNATE SIZE UNITS: g MAX. FRAME AREA OF DOORS NOT TO EXCEED 70692 S THE TESTED FRAME AREA OF 110.7 SO. FT. _ YY = .. ••. .•• .•• • ••• _ :j' 2048 • • • • • • • • OF �� Browing no. • • • • • • • • • • '• !2 �or•.�' ate: At ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 0 J N W Z V� •R01WC7 eamcwdal o M V) t0 3 tr:1 N wift At!brim. mM eWigCeg aex}a■«n.1t?20 bq �+r•da• - c Z 3 �Zy g 3 _ z� G- l L�•�s— j °IqYsI I4i tItIY U Lo w Wmf� 42 1/16' 42 1/16' �^ FAI.SEOPMTIO AL D.L. OPG. D.L. OPG. 49 3/16' NII1bUCi RCVY� $ C 49 5/16' PANEL WIDTH w•torMl7`[wkh 0e FAdb o E PANEL WIDTHRR ASTRAGAL INTERLOCK DO I ^ 1,811 T; 5" MAX. P1�Ot n SILL 13 MAX. 0 CLUSTER OFF, c m o 0 0 0 ? 4 CORNERS SILL �� 6 ANCHORS $ b AT INTERLOCK/ASTRAGAL ENDS • • • • • • • • • • • •� TYPICAL ELATION SEE SHEET 5 FOR CAPACITY • • • • • • • • • d < m v OXX • • • • • • • • • • • • • • %%J111111"11, • • • • • • • • • ��` ..^..r,YRf. iii q ALTERNATE SIZE UNITS: g MAX. FRAME AREA OF DOORS NOT TO EXCEED 70692 S THE TESTED FRAME AREA OF 110.7 SO. FT. _ YY = .. ••. .•• .•• • ••• _ :j' 2048 • • • • • • • • OF �� Browing no. • • • • • • • • • • '• !2 �or•.�' ate: At ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 5" MAX. HEAD CORNERS CLUSTER OF 4 3/6"6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS �_ '\ TMP• SEE SHEET 5 FOR CAPACITY DDOR FRAME WIDTH A , tj ! � U W a M E42 1/16" L 11 II 1 INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART II 1� =i INTERLOCKS WITH OR WITHOUT REINFORCING jl li #1 i t II CHART SEE 1 % II II II II II 49 3/16" C!j II 1, 11 11 II H II • 49 5/16' II IL --- • Q��Fy�yGO PANEL WIDTH /\ 2n INTERLOCK ASTRAGAL • •• •• 0% • 13" MAX. • ••• SILL II II 1 I 11 �I �I 6 II II I 1 II II V II SILL 1� TYPICAL ELEV TA ION II I I II II 1 I II 1, ALTERNATE SIZE UNITS: II II II Ii B m THE TESTED FRAME AREA OF 144 S0. FT. AT �T• L&(j CAASTQAGt* END$ • • C! d PROBUL-1 jt9pSM '499006ft 1LZII.Og 7 N ••• • , tj ! � U W a M E42 1/16" L 42 1/16" I FALSE MUNTIN D.L. OPG. 0 F D.L. OPG. OPTIONAL i qN^ E9 a U 49 3/16" C!j ltglrNie u"m PANEL WIDTH • 49 5/16' • • • Q��Fy�yGO PANEL WIDTH /\ 2n INTERLOCK ASTRAGAL • •• •• 0% • 13" MAX. • ••• SILL • 6 CORNERS SILL cR TYPICAL ELEV TA ION oxxx ALTERNATE SIZE UNITS: CLUSTER OF 6 ANCHORS MAX. FRAME AREA OF DOORS NOT TO EXCEED c . o m THE TESTED FRAME AREA OF 144 S0. FT. ••• • , tj ! � U W a M nucrrsvum . • Z 0 F Z3Z A «� i a�z • 3 `i i qN^ E9 a U C!j ltglrNie u"m • • e • • • Q��Fy�yGO • /\ 2n ei • • • •• •• 0% • • • ••• INTERLOCK • J A J h CLUSTER OF 6 ANCHORS G v LLI c . o m AT �T• L&(j CAASTQAGt* END$ • • C! d PROBUL-1 jt9pSM '499006ft 1LZII.Og 7 N m 3 LM m O O M N • • ARt'OINR 1 J N +�uwe•e�By 8 o� Z fet,-��� Aftmd 8.6 • 3 00 W LI) Ld Nm ••• • 1.mpWgwls/YerAdio 1 ' m nucrrsvum . • d A «� i a�z • 3 `i ltglrNie u"m • • e • • • • • • /\ 2n /� OO • • • •• •• 0% • • • ••• INTERLOCK • CLUSTER OF 6 ANCHORS c . o m AT �T• L&(j CAASTQAGt* END$ • • • • d < m U $kE SHEET 5 4FOR•CAPAC1T$ • • • • • • • • • • • • • •• ••• •• • • • •• 8�c '•., '% N 7$692 $ .• ••• ••• ••. 0 0 0 ••• =1 3 Ma,` = OF�� .5 drawing no. • • • • • • • • • • • • W13-49 • rS�olyAL 1,%�'�'�'� sheet 3 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 0% • • • ••• • • DOOR FRAME W. A C E B OX (SHOWN) XO xx DOOR FRAME WIDTH Q i OXX (SHOWN) XXO OXO (SHOWN) DOOR FPAME WIDTH I l^J C D w G H g B v OXXX(SHOWN) OXXO XXXX APPROVED CONFIGURATIONS © O O NOTE: Z J 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS Q U o REQUIREMENTS SEE SHEET 5. �+ 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. 00 ` u �I INTERLOCK I EXTERIOR DOOR FRAME WIDTH (SEE Do TABLE) •• ••• •• • • • •• •• ••• ••• ••• • ••• • •• • • • • • • • . • •• •• •• . • •• ... . . . . ... . . p< 3tre 00 Z Z H . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . OROOUCf RFVISm =kee with 16e FiWW LWdIn6tplewlla• Gate u � aatCtY•r�/ � � i �7 AH 70592 2018 TE OF •�lV� drawing no. W13-49 11 m C 8�r� p< 3tre 00 Z Z H QaZi�� ? 0 J n S �w 'rem f11M/ i 3 rM N O oM 6 IhWraNbsD1N! 00 Z 1.874 2�4 Bfty u 3 a.... - 4%misthall' • O J M y W OOH OROOUCf RFVISm =kee with 16e FiWW LWdIn6tplewlla• Gate u � aatCtY•r�/ � � i �7 AH 70592 2018 TE OF •�lV� drawing no. W13-49 11 /1 ' DESIGN LOAD CAPACITY - PSF (GLASS) AVERAGE PANEL WDTN INCHES DOOR FPPME HEIGHT NCHES GLASS TYPES 'B', 'Bl'A', GLASS TYPES 'Al' 111TH01TP RELNF. 1RTH RE1NF. EXT.(+) INT.(-) EXT.(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 82.2 71.1 30 36 42 48 54 84 70.0 80.0 70.0 1 80.0 70.0 80.0 70.0 80.0 70.0 $0.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 62.2 71.0 30 36 42 48 54 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 $0.0 70.0 80.0 70.0 80.0 - - 62.2 71.1 30 36 42 48 54 96 70.0 80.0 70.0 $0.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 1 80.0 70.0 80.0 70.0 80.0 - - 62.2 71.1 30 36 42 48 98 70.0 60.0 70.0 60.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 30 36 42 48 102 - - 70.0 80.0 - - 70.0 80.0 _ _ 70.0 80.0 - - 70.0 80.0 30 36 42 48 108 - - 70.0 80.0 - - 70.0 80.0 C14ART A9 LOAD CAPACITY - PSF (ANCHORS) AVERAGE PANEL WOM mats DOOR FRAME HDGHT mcHEs e ARceo[6 A7' YlGG. [ [NDS � g 30 36 42 48 54 82 70.0 $0.0 70.0 80.0 70.0 80.0 70.0 80.0 82.2 71.1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 36 42 48 54 96 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 30 38 42 48 98 ]J�0.0 80.0 80.0 80.0 70.0 80.0 30 3670.0 42 48 102 70.0 80.0 80.0 7o.0 80.0 70.0 80.0 30 36 42 48 108 70.0 80.0 70.0 80.0 70.0 80.0 70.0 77.9 O Q O 17 �Iw1 ° 3/16' HEAT STREN'D GLASS 090" Interlayer T' SentryGlos I By 'Kuroray America, Inc.' T-3/16" HEAT STREN'D GLASS it iI \� !I !I SILICONE DOW 899 r GLASS TYPE 'A' 7/16' OVERALL LAI. GLASS 3/16" HEAT STREN'D GLASS 090" Interlayer Trosifol PVB By 'Kuroray America, Inc.' F-3/16' HEAT STREN'D GLASS i! i! \ m 0ii l i 28 \ r` SILICONE DOW 899 it i1 _o / \ / \ 29 / GLASS TYPE 'B'/ 7/16" OVERALL LAM. GLASS 3/16" TEMP. GLASS U ro W 3/8' NR SPACE � n 3/16" NEAT STREN'D GLASS .090" Inted ayer Q Sent` las By 'Kuroray F America, Ino.' � li Z 3/16' HEAT STREN'D GLASS Q � •/ CwC] U !i j! •a77 pp uia y� 23 !i it ii \� �rp2� / i it 11 28 ij !i !i SILICONE it ii il I DOW 899 �i �uZg G it ii iir azYYu�_a °6 / Ja�' @ \ 29 CARDINAL XL EDGE SPACER O ST. STEEL a GLASS TYPE 'Al' = 1' OVERALL INSUL LAM. GLASS J "g ii \ rn O NJ V o0 ro� I / I II II 28 O SILICONE DOW 899 it !� o B a \\ w 29 /CARDINAL XL o i EDGE SPACER u 6 ST. STEEL v 3 GLASS TYPE 'BI' 1" OVERLLL INSUL LAM. GLASS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE Room GLAZING OPTIONS FOR DOORS WITH 2-3/4" SILL HEIGHTS. • • • • • • FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF• C • • • DOORS WITH 1-1/8SILL HEIGHTS ARE NOT APPROVED•FOR "4TepA1e!t Nai1 I2Z{�OU�fJ1EYf8E@ WATER INFILTRATION RESISTANCE • FRP1F►d�e�l PFYdt+YeRYe11• k SEE SHEET 7 FOR DETAILS • • • ay �� '(•. `. •�_^ a o) -O/Z • 7 NOTE: '~ F Ade 9"dradoo State SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. AI„'...��.�.I1.....y SEE CHART #2 FOR ANCHORS CAPACITY. NOTE OM1111 LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. • • 000 ••• 000 oed[•�ilWh'FiBi••tE�+ GLASS CAPACITIES•ON THIS 4HEET -ARE • • • BASED 014 %TM 13G 0%09 �3 SE{. G4TJ AND FLO DA• BUI COM ISSIO • • • • • DECLARATORY STATEMENT DOA05-DEC-219 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i Mel e t I A OF drawing no. 3-4911 � g m V) TEMP. GLASS ' 3/8" NR SPACE w 3/16' HEAT STREN'D GLASS 090" Interlayer Trosifol PVEI j N �j ID a L M m By 'Kuraray America, Inc.' ? 5 M " Q 3/18" HEAT STREN'D CLASS _Z 3 "g ii \ rn O NJ V o0 ro� I / I II II 28 O SILICONE DOW 899 it !� o B a \\ w 29 /CARDINAL XL o i EDGE SPACER u 6 ST. STEEL v 3 GLASS TYPE 'BI' 1" OVERLLL INSUL LAM. GLASS ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE Room GLAZING OPTIONS FOR DOORS WITH 2-3/4" SILL HEIGHTS. • • • • • • FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF• C • • • DOORS WITH 1-1/8SILL HEIGHTS ARE NOT APPROVED•FOR "4TepA1e!t Nai1 I2Z{�OU�fJ1EYf8E@ WATER INFILTRATION RESISTANCE • FRP1F►d�e�l PFYdt+YeRYe11• k SEE SHEET 7 FOR DETAILS • • • ay �� '(•. `. •�_^ a o) -O/Z • 7 NOTE: '~ F Ade 9"dradoo State SEE CHART #1 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. AI„'...��.�.I1.....y SEE CHART #2 FOR ANCHORS CAPACITY. NOTE OM1111 LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. • • 000 ••• 000 oed[•�ilWh'FiBi••tE�+ GLASS CAPACITIES•ON THIS 4HEET -ARE • • • BASED 014 %TM 13G 0%09 �3 SE{. G4TJ AND FLO DA• BUI COM ISSIO • • • • • DECLARATORY STATEMENT DOA05-DEC-219 • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i Mel e t I A OF drawing no. 3-4911 18Y OR 2BY W000 BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. T • SEE ELEV. FOR SPACING � — AT HEAD — TYPE 'A"- ITA 'ELCO — 1/4" DI ON BY (Fu -177 KSI, FY -155 KSI) Jo THRU 1BY OR 2BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'B'— 1/4" DIA. ULTRACON BY 'EI CO' (Fu -177 KSI, Fy=155 NSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED i TYPE 'C'— 1/4" DIA, SELF DRILLING SCREWS (GRADE 5 cRs) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR D•� 2'., ,, ,2� INTO METAL STRUCTURES i5M N (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.) L — —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— — E2 — — — AT SILL — — — — — TYPE 'B'— /4" — 1 DIAUi�s�N��A' (Fu -177 KSI, FY -155 KSI) w co m INTO CONCRETE— L — —DIRECTLY 1-3/4" MIN. EMBED — — — — — — — — —AT IAMBS-- — — — 'A'— /4" 'ELCO' TYPE 1 DIA ULTRACON BY (Fu -177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE '8'— 1/4" DIA. ULTRACON BY O' (Fu -177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS TYPE 'C'— 1/4" DIA. SELF DRILLING INSCREWS (GRADE 5 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS �aCdk' ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) L— —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)— — J ANCHOR EQQF DMMr.1CcSEQQF DM M INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• •• ••• ••• ••• • ••• • • • • • • • • • • • • •• •• •• • • •• ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ro Z mg F a ; L r o Ol O�o04o a w Ul 6 Y.z� '$ a 6.f AN �P.• at * : JA 2013: E 0 of �40- I W13-49 � 0 J n 1 Jo D•� 2'., ,, ,2� i5M N T4s i. Q Z_ $ 3 E2 0 N_1 00 weonucr sEv w co m �1a frim tYe RIe�Np •S � Awxpai.ee N• Z . / j Lcvr<•a..a.` �9 LM '4�1 R �aCdk' AN �P.• at * : JA 2013: E 0 of �40- I W13-49 YO00 BUCK EEt 1) METAL 1/B" THK. _ _ �r ----------------------------- tt MIAMI-DADE COUNTY APPR'D MULLION II A7__STRUCTURES Z q �: EDGE DIST. (SEE SHEEP `SE SEPARATE NOA �C/FRED Ij I STAGGERED I jl a O a g C TYPICAL ANCHORS SEE ELEVS. TYPICAL ANCHORS FOR SPACING SEE ELEVS. FOR SPACING Q w p 0 U v 1 N �J!NN N n N LLl WEEPHOLES: Wt = 1-1/2" LONG NOTCH AT EACH END. S N N W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS M 3 :5 r AND 36" O.C. m 0010 N W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. 8 3 z W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS w 0 -- AND. NAND. 36" O.C. W opo AOMpb.No1g"luO'� PILE PADS: 8y. '4 �� 1—. �'1'4 TN•� P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION Mianlpy' 1-1/16" LONG X'7/16" WIDE X 7/16" HIGH z �' P2 = SELF ADHESIVE PILE PAD 1" X 3/B" X 1/4" HIGH `0 6 LOAD BEARING SHIMS 14 P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN POURED & HARDENED c a 2-1/2" X 1" X 3/8" HIGH g HIGH STRENGTH GROUT 3 NO —SHRINK, NON—METAWC 13 P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL Yc 5000 PSI MIN. ._. _ .. 2" LONG X 1-7/16" W1QE X 7/16" HIGH. 12 c • m S u•• ••i s• • • �•{ICI<� d�<muo • •• • • • • A I 6j2 .i3 15okson note`��� •• •• •• • •�STi •� fie;.•" •.. � h t� NOT APPROVED UMR MAX. LIMIT MAX. FOR WATER RESISTANCE EXT.(+) LOADS EXT.(+) LOADS TO 47.0 PSF TO 70.0 PSF = ; )f-1 2n18 09 SILL HEIGHT V WAT R R I TA14 E��,.,•• + OAO • • • • �511•� �—� • • • • � .• OF 10RS SEE SHEET 5 CHART 1 FOR DOtR:APA • • • • • • • 'I S ••,•• ON.-* ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • a� W M PANEL WIDTH Z m 3 TYPICAL ANCHORS C SEE ELEV. REINFORCING FOR SPACING AS REDD. tL 1 O SEE SHEET 5 FOR CAPACITY O O TYPICAL ANCHORS ` -0 SEE C' P2 D D.L. OPG. E FOR SPA'NG U v 7 5 {Y 8 C LL 19 N� vi a H.......... K26Y 22............i;iii2i::ii;F;^::c;:.INTERLOCK175 KREEXTERIOR LT t fYln1 Ld _ D.L.O. 3 z N� o P3 m aff 10 � O o1j .. PANEL WIDTH � pro I � 1/4" MAX. DOOR FRAME WIDTH (SEE Dp TABLE) 1/4' MAX. g 3 Z W SHIM SHIM 0 p 8 Utow J til ro m k YO °RODUC7BENEyyEB NtODUC f BSYIW& of �a co.p wi01!! 00 i wif6 H• lDtY• .ealela`Cedc• bdaiag Cede c a B A,C-Wa•a No le- 1 2.7,O.6' A-tptaace No L O 2 13 EapinNy D"ft7;M=4 eaPh*d*• D•te ey & u _ �.. 4 t • ti� s_ 4i C • • • • • • • • • `` 1111t111ttr r� • . • • • • • • • • OF •\y!(/` drawing no. .. .. • . ss �, W13-49 •. . • • e •• •. ���r ®®�Aa-1�� sheet 8 of 12 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U PANEL MOTH REINFORCING I PANEL WIDTH /-AS REOD. SEE SHEET 5 Z FOR CAPACITY 0 D.L. OPG.P3 D. P2 OPG. 1 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 ............. ...... AND OLIANTITY .. .................. .......... ------ ............. m ........ .... ..... ..... ........... . . .... o a ........... ........... o .0 . .............. 22 V22 -- ------ --- ............. - .............................. .................................. ::•::::••::'•::::•::.:::::•:::::::1 I L: -::::....fir:'::::::::::: METAL �STRUCTURE it 1 11-1 Amk- ASTRAGAL INTERLOCK a� z 17 v V) EXTER101:ZD.L.O. I&I 27 rj PANEL WIDTH of o V),o :3 TYPICAL ANCHORS DOOR FRAME WIDTH (SEE Dp TABLE) 1/4" MAX. o 6 - SEE ELEV. 0 00 oa FOR SPACING SHIM z o 04 Lr) PRODUCT .0 LLJ th A mw Is-lz?4. O&COUPON WN6 an ram" ex wlo. iftlIA112,431k 83 21 -2 .00 Oc 00 IFOR SPACING Mw me s blia D.* y ct� gminq* 0411 0 0: 2 Hi C 1/4- MAX DOOR FRAME WIDTH SHIM : : ITEfI � PARTE QUANTITY DESCRIPTION MATERIAL IiANF./SUPPLIER/Rvuaaxc 0 I E701 1 (FAME HEAD 6005-T5 - v 2 E702 1 FRAME SILL 8003 -TS - I n Z 3 E703 2 FRAME JAMB 6063-T6 - n 3 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T6 - 5 6 E705 E706 AS RQD. AS READ. PANEL LOCK STILE PANEL OUTER INTERLOCK 8083 -TB 8063-T6 - - Fu`ggI ;i4 O ` i 7 E707 AS REgD. PANEL INNER INTERLOCK 8063-T6 - ry U 8 E708 AS REgO. PANEL MALE ASTRAGAL 8083-T6 - �C 9 E709 AS READ. PANEL FEMALE ASTRAGAL 8083-T6 - 0�,�n 10 E710 AS REOD. GLAZING BEAD 7/16' LAMINATED GLASS 6083 -TB - 7 1, �0 11 E717 AS RE00. GLAZING BEAD 1' INSULATED GLASS 6063-T6 - 12 E712 AS READ. SILL TRIM 8083-T6 OPTIONAL Daeo 13 E713 AS READ. 2' SILL RISER 8063 -TB - 0���� 14 E714 AS REOD. 2-3/4' SILL RISER 6083 -TB - � ul 13 E715 AS REOD. FIXED PANEL CUP (CONTINUOUS) 6083-T6 - sz� 17 E717 AS REQO. INTERLOCK STIFFENER (FULL PANEL LENGTH} 6063-T6 - pppp Q WWf 18 /10 X 3/4' F1WH SMS AS REOD. FRAME ASSY. SCREWS ST. STEEL - AS READ. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 8035 SHORE A O 78A {j10 X 1" FH SMS AS REOD. PANEL ASSY. SCREWS ST. STEEL - 19 (E8 % 1/2' PH SMS 2/CUP FIXED PANEL CUP SCREWS ST. STEEL AT 3" FROM ENDS h 16' O.C. 0 20 10 X 1-1/4' PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN v 21 WEATHERSTRIP AS READ. (FAME AND PANEL WEATHERSTRIP - FINN SEAL .790 HIGH BY ULTRAFAB .I J 22 E235 AS REOD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 24 E203 PR03-6005 AS READ. GLAZING BEAD BULB 2/ MOV. PANE TANDEM NYLON WHEELS IN ST. STEEL HOUSING SANTOPRENE - ULTRAFAB, DUROMETER 8515 INTERLOCK (7/2' MTG. SPACER REOD.) 1 Ld 4 25 E778 2/PANEL FIXED PANEL SKATE DELRtN - uj 28 27 j8 X 1/Y PH SMS - 2/CUP AS READ. FIXED PANEL SKATE INST. SCREWS 3 PLY DUAL POINT LOCK ASSEMBLY ST. STEEL - BY INTERLOCK N t Ml m 28 AS REgD. BUMPON (SILICONE SPACER) SILI m 0 0 00 •ROWCf REv� r arVM-s w- *w Nadi• z 3 b"Ag C.& Aeapo•ce No • / w 0 O Q Eapwu.. O�te f?�.�.L 9 w alsG. dam., � N �� O � Pr•i�etCti•M•1 g SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. u g _ c • - - o o e _ $ d 'o z • • • • '•, .ly: • • • • • • • OFT, drawing no. • • • • • • • • • • • • • NAI,�;�\\\ sheet 10 of 12 • CONE BY FRANK LOWE 29 AS READ. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 8035 SHORE A • 5.059 3.562 .078 1.824 2.105.078 3.562 .125 1.648 .130-y 1+- 1 7 .937 .045 .082 .893 �u W µj j a �- 1.129 .078 1.312 z » i 'I 7- I 011.648 .937 E4ol 6� IL �' U 1.998 1.998 094 2.625 I�-1.252 F-1.252 GSI !V O � i LL OO FRAME HEAD O PANEL LOCK STILE O7 2 825 PANEL INNER INTERLOCK G BEAD tG 1' NSULGLAZINLAM. CLASS NG BEAD 17 7/18" ILAM . GLASScvH gi4 d G G s �7�N6 S .1 o 11 Q�o�if 8 44 L0 1.998 1.47,^j .082 �-1 .210 .210 .068 2,0 .068 3.562 3.250 2.313 .078 1.848 .078 2.105 .125 1.047 .068 1.937 1.047 2.687 1.FE047 O c V n 5.532 .062 1.998 1.823 O PANEL TOP & BOTTOM RAIL 2.825 O PANEL OUTER INTERLOCK 12 SILL -TRIM 13 2" SILL RISER 74 2-3/4' SILL RISER is W N .915-- 357 2.248 .725 !MODUC C REv"& el 0133010Cadnwith the Fbdde N S LM n 0 M ' Z O FRAME JAMB .149 -0627 7.540 1.494 .078 A•aFhaee Ne - 2. f 3 = dle_.7.�.L� w V O v J LO W W m m .125 CeeAwl 1.998 2.067 15 FIX. PANEL CUP 17 INTERLOCK STIFFENER 3.687 1.139 1.022 •RODUC I '• RCNny� o 8 S B N in 6 ti w o .ZJ078 F--5.274 _ .._ 3.437 •i}to 173{ • j i .078 Oc FRAME SILL 1.624 3.996 1.824 ti ago: • • • • • • • • • • � g1111w11�/� • ���~J� AHr • 0 o �a�o�m3.820 » m o S g n .078 • • • • • • 2.500 • • • • • • • • •• • • • • • : �Q;. •.- GENg�,•• • • • _ � • =,•D : -Jr1 9nT0 _ ••• •'•�j: i $ v�' I � 4 9 � b �` .740 2.000 drawing no. • • • • • • • • O PANEL FEMALE ASTRAGAL • O •• • • �77lS���V14 Wl 3-49 sheet 11 of 12 PANEL MALE ASTRAGAL ill 11t����� • • • • • •• ••• •• IVN 0 PANEL TOP/BOTTOM CORNER i eel.pl�'fT0{ With tie pbd& AItpMc.+ � ,� _ 1270.00 1, Daft1 2A 220, 2&4 5� c \ RiODVCfitEVE .. cmp4iq Withtie pirid. Alec phaai� .fr—olZ .t3 Eapinmu Ogee MAL 7.. 2,1 g L. I</,-, i1Lrr' wr @rall.l R� 0 Q", = ' 3 2Q'8: _ A OF•!(/ � drawing' sem. •. °C�`' W11 3-49 goo :. R� 0 Q", = ' 3 2Q'8: _ A OF•!(/ � drawing' sem. •. °C�`' W11 3-49 ii Shr--=``-Village BY DATE J NCE WI rH ALL. FEDERAL HULES AND REGULATIONS EXISTING RESIDENCE MASONRY OPENING (REFER TO PLAN) _L— AN) WINDOW & DOOR BUCK DETAIL NTS WIN 0.000. • 00.00• • • 'J • • 00.00 sees** 00 • as s.00 • 0 •ses•• 0 0