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WS-19-2753Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Al Issue Date: 12/05/201 Location Address Parcel Number 113 NW 106TH ST, Miami Shores, FL 33150 1121360080310 Contacts Permit NO.: WS-11-19-2753 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: Approved 9 Expiration:06/02/2020 ALLAN NICHOLS Owner 113 NW 106 ST, MIAMI SHORES, FL 331501247 Other: 3057589630 FLORIDA HOME IMPROVEMENT Contractor WAYNE THOMAS BURNETT 3850 SW 30 AVE, HOLLYWOOD, FL 33312 Business: 9547924415 Description: REPLACING 2 DOORS Valuation: $ 9,120.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $2.00 Scanning Fee $9.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $144.00 Payments Date Paid Amt Paid Total Fees $144.00 Credit Card 12/05/2019 $94.00 Credit Card 11/18/2019 $50.00 Amount Due: $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, state a is or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work donIcu ether myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is ate and that ork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above n ntr to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date December 05, 2019 Page 2 of 2 �.M BUILDING PERMIT APPLICATION Miami Shores Village RECEIVED Building Department N V 1 s �s 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 $Y;'— Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 t t FBC 2010 c Master Permit No. WS-N\ \ l -�q ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I I K) k—k S I C (0 City: Miami Shores ��pp County: Miami Dade Zip: 3� Folio/Parcel#: 1 I— Z-k —0CB— os (C� Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type OWNER: Name (Fee Simple Titleholder): h'r l o T- Flood Zone: BFE: FFE: hone#: 3o S- -+%g-_ �s:--j Zip: _� 3 (J C-) Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: , LL 0- Phone#: 9? -S(Q ( Address:30L4�-1 Sw C4 S City: �:O (' _ C .C. /8 c 4 State: L Zip:3r3si2 Qualifier Name: 1",j Q \ - �U e r' -A - - Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ a , k2 b Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace Description of Work: Specify colors of color thru tile: Submittal Fee $ � J�J 1 cyls Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ lI TOTAL FEE NOW DUE $ I (Revised02/24/2014) 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 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 per .. i ed. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signatur OW�IiworAGENT CONTRACTOR The foregoing instrument was acknowledged before me this �I day of 4401X Of 20 I f by P`eA 1 j , who' personally know o me or who has produced identification and who did take an oath. NOTARY PU Print: as The foregoing instrument was acknowledged before me this day of /t 020 t, f , by who is per nal n to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: + 0 Print: Seal: v Y ABDIEL R. CASTILLO ?4' MY COMMISSION #GG 079W EXPIRES: Mares 6, 2021 q,• BVdad Thru No%M uW d *********** * APPROVED BY ;�"•�;� : MIGUEL A MERCADO MY COMMISSION # GG095745 EXPIRES April 19, 2021 *************************************************************** Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 r OFFICE OF THE P Summary Report Property Information Folio: 11-2136-008-0310 Property Address: 113NW106ST Miami Shores, FL 33150-1247 Owner ALLAN J NICHOLS Mailing Address 113 NW 106 ST MIAMI SHORES, FL 33150-1247 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY : 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 1,849 Sq.Ft Living Area 1,537 Sq.Ft Adjusted Area 1,689 Sq.Ft Lot Size 9,150 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $206,472 $196,886 $196,886 Building Value $119,202 $119,366 $119,531 XF Value $1,019 $1,037 $1,056 Market Value $326,693 $317,289 $317,473 Assessed Value $111,233 $109,159 $106,914 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $215,460 $208,130 $210,559 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description DUNNINGS MIAMI SHORES EXT 4 PB 48-20 LOT 15 BLK 205 LOT SIZE 75.000 X 122 OR 15644-2334 0992 1 Generated On : 11/8/2019 Taxable Value Information 2019 2018 2017 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $61,2331 $59,1591 $56,914 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $86,233 $84,159 $81,914 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $61,233 $59,159 $56,914 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $61,233 $59,159 $56,914 Sales Information Previous Sale Price OR Book -Page Qualification Description 09/01/1992 $79,000 15644-2334 Sales which are qualified 03/01/1972 $32,500 00000-00000 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: https://www8.miamidade.gov/Apps/PA/propertysearch/ 11/8/2019 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 Wadding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date pucl„ J Nt Cti43IJ Print Name Florida Home Improvement Associates License No. CGC 061890 / Q844818 3044 SW 42nd St. Ft. Lauderdale, FL 33312 i FLORIDA HOME IMPROVEMENT ASSOCIATES Home Improvement Contract Page 1 of 7 Broward: 954-792-4415 Miami Dade: 305-545-4469 Fax: 954-792-2170 Web: www.fhaproducts.com Email: info@fhaproducts.com AJ Nichols / 991702 305-725-3536 Date: 11/03/2019 113 NW 106 ST 305-758-9630 Rep: Aaron Eason MIAMI SHORES FL 33150 Slickhare@bellsouth.net This Contract is made and entered into this date of 11/03/2019 by and between Florida Home Improvement , Inc, a Delaware Corporation known as ("Contractor" or "FHIA'), and Owner(s) named above of the property located at the address listed above known as ("Owner"). The Contractor agrees to perform the work described below at the property listed above: 1) Remove existing units to be replaced (Note: Removed items likely to be damaged.) 2) Prepare opening as necessary to receive replacement units. 3) Total number of windows being installed 0 4) Total number of doors being installed 2 5) Work NOT to be completed: Just replacing the 2 doors on contract 6) If applicable, remove the following shutter panels, and/or security bars. (specify) 7) Special Instructions: Front door has white interlayer with solarmax, back door has SM 8) Cleanup job debris and provide necessary permits and insurance. If applicable, in the event that Contractor is unable for whatever reason to obtain proper permits prior to commencement of any work, Contractor shall refund any previous payment and this transaction shall be automatically cancelled. 9) Additional Work: (No finish work other than normal installation is to be done unless noted below) FHIA WILL COMPLETE ALL FINISHING WORK INSIDE AND OUT. Stucco, drywall, buck replacement etc. Tat SoFlo Home Project! AJ Nichols / 991702(Customer's Initials) v vv Homeowner's Association NO Total Contract Price (including all discounts) $9,120 I Warranty: Contractor will provide provide warranty information to Owner within 30 days after completion and final payment. Schedule: Contractor Shall Commence the work 7 days after execution of this Contract (The "Commencement Date) and shall endeaver to complete all work hereunder within 120 days after the commencement date. Miscellaneous: This Contract and the accompanying worksheet contain the entire agreement between the parties. By signing this Contract, Owner agrees and acknowledges that it has received the accompanying worksheet. This Contract may not be changed orally but only by a Change Order or other written amendment signed by both parties. The waiver by any party of a breach of any provisions of this Contract shall not operate or be construed as a waiver of any written amendment or waiver of any subsequent breach by any party. You the buyer, may cancel this Contract at any time prior to midnight on the third business day after the date of this Contract. this space in en-dortahy ieit blark LeapToDigitalxom 1.5.3 Page 2 of 7 FHIA Retail Price $10,738 Wholesale Club Discount $537 TV Marketing Discount $1,081 Total Contract Price (including all discounts) $9,120 Deposit $500 Deposit Form of Payment Financing Balance Due $8,620 Balance Form of Payment Finance French Doors and Sidelights Door Style CGI Sentinel Single French Door Door Brand CGI Sentinel Single French Door ' Glass Type White Inner -Layer Quantity 1 a Location Entry Insulated Included Size 36 X 80 Interior Color Exterior Color White Additional Details Left hinge Door Style CGI Sentinel Single French Door Door Brand CGI Sentinel Single French Door Glass Type Solar Max Quantity 1 Location Living Room Insulated Included a Size 32 X 80 Interior Color ' Exterior Color White Additional Details RIGHT HINGE Finance Details Amount Financed $8,620 Estimated Monthly Payment $113.87 Term Quoted 120 Months Interest Rate Discussed / Quoted 9.99% Finance Plan 9.99% 120 Months FINANCING APPROVAL AND TERMS ARE SUBJECT TO A CREDIT REVIEW BY THIRD PARTY LENDERS By selecting the finance option for the partial or full payment of the project, the Owner agrees to sign all finance completion forms the final day of installation. The scheduling and completion of the final inspection will be scheduled for the next available day and ALL checklist items, parts, replacement or damaged product reorders will be completed in a timely manner as part of our service policy. a) Do not sign this Contract or any financing documents in blank. You are entitled to a copy of the contract at the time you sign. b) The financial documents provided by the lender to this home improvement contract may create a lien to your property. c) Be sure you understand all provisions of the Contract and financial documents before you sign. "his rt,pe.c6 lntenr ional!y Iaft E; I eapToDigital.com 1.5.3 Page 3 of 7 AJ Nichols / 991702 11/03/2019 Date This space intentionally left blank I LeapToDigitalxom 1.5.3 • FHIA - DIAGRAM SHEET rLOWIDA ir;aikovt+r� ^ATE ASSOCIATLS TONY 11/9/19 CLIS-OMIER'S U-WE FM C LE-D NUMBER "'cz OF ;^. E.:.`y ^RF HEIGHT FLOOR NUMBER TOTAL FLOORS NICHOLS S91702 HOUSE 12 1 1 m I i �j m � l 2 L L L Specially Engineering Conaultanu, Inc . 1599 SW 30 Avenue, Suite #20 �_ .- a l Boynton Beach,FL 334326 FL. CA # 009217 P qh'\ -GCp�) V (mph) 175 1620 FBC for HVH4 or Fig. 26 5-la Risk Category 11 Table 1.5-1, page 2 Expos"' acpon C S26.7 Kd 0.85 Table 26.6-I, page 250 K. 1 Figure 26.8-I, page 252 CCpi P 18 -0IS 0.55 pitch oF—f 4/12 18.4 degrees theta 18.4 deg — Wind Velotlles in South Florida Dade Bard Pabm Bmch Risk Cat. 1 165 156 156 1.. ri111111 ktobuurx firms sheds Sin IC Famil Raidrncvs Risk Cat.2 175 170 170 Risk Cat. 7&4 186 180 I81) Essrntial Faei-vi. •• ••• • ••• ••• ••• . . .. . . .. .. .. ... . . . . • • • . . . . . . . . . . . . . .. .. . . • . .. .. .... . .... . 47.4 4�"11 x..4d.k.ra rrrrr. -60.6 0 01 Z o T� n COUNTY 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 CGI Windows & Doors, Inc. 10100 N. W. 25" Street Miami, Fl. 33172 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 Contro; Cection to be used in Miami Dade County and other areas where allowed by the Authority Having JurisdiII oft (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade CountiV.9Wvct CQr"Cl'Sectiorl . . • (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rese"o he right to .have this product or material tested for quality assurance purposes. If this product or material fails to•pcmform in -the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, of•••. suspend the use of such product or material within their jurisdiction. RER reservee l4d edght tq •teyojce this •: • • acceptance, if it is determined by Miami -Dade County Product Control Section that this produ*1t: or mattfia 1 fails tb • • • • meet the requirements of the applicable building code. 0• This product is approved as described herein, and has been designed to comply with the Flolida §ildinj Cv&-, incl e oct , urricane Zone. .. • ...... DESCRIPTION: Series "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI • • APPRO - u swing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. t, prepared by AI-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, 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 Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. 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 # 14-1015.04 and consists of this page 1 and evidence pages E-1, .E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. OA No. 17-1226.0 Expiration Date: August 08, 2023 oL / i I2u Approval Date: February 22, 2018 I Page 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections (submitted under files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) • 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FI6C.14S 202-94• 3) Water Resistance Test, per FBC, TAS 202-94(+504 P,6F, sil) S_I only) 4) Large Missile Impact Test per FBC, TAS 201-94 ...• • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-44 . 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202; 04. : Along with manufacturer's parts and section drawing marked -up drawings of afurrninum. out jx/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATI_:SF;t;18.01`1yNted 02/11/2013, signed and sealed by Henry Hatem, P.E. : 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 2022VT 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (511 Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E - 1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises 4 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & 4 12-0553, dated 04/25/ 1 approved by RER. • • • • • • ...... . ...... 2. NEW EVIDENCE SUBMITTED • • • • :"' `: A. DRAWINGS ' "' • • • • • 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outs jV*v*!�* j;oor sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq.C.Qwgration, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad A;unad;P.E.. %••••.. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Produ t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E - 2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", rapfpg on ...... 12/11/18. 0 0 0 0 . 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., I14q., qr their;`"ifol®� • Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on,"1=19. . . F. STATEMENTS .... . ..... 1. Statement letter of conformance to FBC 6'h Edition (2017) and of nQr��iicial ipi:B: 4 • prepared by Al Farooq Corporation, dated 11/13/17, signed and sealq.44V.4avad Ahead, P.E. •• . . . . ...... G. OTHER 0• 1. This NOA revises NOA 414-1015.04, expiring on 08/08/18. 00 ' ' "00:000• 2. Test proposal 416-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090- Saflex Clear And Cob, Glass • • • • • • • •r•By 'Eastman Chemical Co: • • • • • • • �•INTERAYERS-, •\ .090' SenlryGI- • • • • • • • • • ♦ • By 'KuromY America, Inc.' • • • • • • • • 1 • �_ C9O- TroaHol PVB • • • • • • • • •1 • • By 'Kummy America, Inc.' -3/16- ANN. GLASS SILICONE DOWSIL 995 1 r DOWSR B99 GE-1200 Z W 1 � y1 Z C n {U t l i I \1 1 53 AT 1/4 POINTS GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS SERIFS SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIULITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDEUTES. SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WrrH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 29Y WOOD BUCKS B 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 CN DETAILS AND INSTALLED PER IAANUF'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 LIMTTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT KITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. 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 GLAZING OPTIONS INSTRUCTIONS: USE CHARTS AS FOLLOWr, STEP 1 DETERMINE DES�ON WIND LOAD REOUIREMENT EASED ON WIND VELOCITY. BLDC. HEIGHT. WIND ZONE USING APPUCAB!_E ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (IX) DOOR CAPACITIES SEE SHEET Z STEP 3 FOR SIDELTTE PANEL (0) CAPACM SEE SHEET 3. STEP 4 FOR SIDEUTE COMBINAPON WITH DOOR SEE MULLION CAPACITY CHART ON SHEET 4. ST-P 5 THE LOWEST VALUE RESULTING FRCM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 3/16' HEAT STREWD GLASS �II JIF!j,--i" .075' ScOex CP With PET Core By 'Eastman Chemical Co.' . .090- Sa±lex Clear And Color Gloat' By 'Eastrtgn Chemico{ Co.' a NTERLAYERS SsntryGlaaBy C.090' Kuraray America, Inc.' a .090' Troaifol PVB {1 By 'Kuraray Americo, Inc.' ; } F3/16' HEAT STREN'D GLASS i O 0 C G I SILICONE 10 d tj I OOW'SIL 995 %DOWSti 899 m f6 0 Z - m GE 120C 2 14 _ a O f I 1 J C 1 AT POINTS 53 1/4 N C GLASS TYPE 'B' D � N o 7/16. OVERALL LAM. GLASS _ ; N M ro 30 U��� PRODUCT REVISED as complying with the Florida il NOA Mne.CCoodde 17-1226.05 Expiration Data 08/08/2023 By / ��— Miami-D'iAe Product Cont DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ...... A r FED 1 5 1018 �: •;sGEN��•.. :� NPR. 056E I� I , — a SA OF drawing no. W13-01 Z f n . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... • .. .. •. . . •. 000 • . . . • • • • • • • • •• • • • •• ••• •• . ... . . . . .. . •• • • • • • ••• •• 6' TEMPERED CLASS -3/8' AIR SPACE 13/16- ANNEALED GLASS 090' Interlay., Saflea Cleor 1 And Color Gloss By 'Eastman Chemical Co.' {1 r3/16' HEAT STREND GLASS SILICONE 1' I DOWSIL 995 ? DOWSIL 899 36 / \ � 12 \ n t %L EDGE SPACER ST. STEEL BY 'CARDINAL' OR 0 11 DUORRASEAL BY 'OUANE%' H \\ SUPER SPACER BY'OUANEc' / KODISPACE 4SG TPS BY 'KOMMERUHu 457 AT 1/4 Po64T5 GLASS TYPE 'C]' 1' 01,ERALL a4SUL LAM. GLA55 1/16- TEMPERED GLASS 3/B- AIR SPACE ` [ r-3/16' ANNEALED GLASS i 075' IMerlayer SaRex CP With PET Core I By 'Eastman Chemical Co.' r3/16- HEAT STREN'0 GLASS SILICONE i DOWSIL 995 1 DOWSIL 899 GE-1200 38 12 n I , %L EDGE SPACER t ' ST.R STEEL BY 'CARDINAL' DURASEAL BY 'OUANE11' OR OOR ER SPACER BY 'gUAr1ElC KOCISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL M. CLASS GLAZING OPTIONS 1/16- TEMPERED GLASS r3/8- AIR SPACE I` �3/16- ANNEALED GLASS 1 1 ^ .090' SentryClas iNTERLAYERSJ By 'Kuroray America, hx.' ''`, .090" Troeifol PVB 1 By Kuroray Americo, Inc.' 1 ` 3/16' NEAT STREWD CLASS SILICONE ,t ,I' � DOW9L 995 'II %DOW9L 899 I GE-12o0 12 \ EDGE SPACER SSTT. STEEL BYO 'CARDINAL' o ,DURASEAL Err 'OUAMEX' OR \ / SUPER SPACER 6Y 'QUANDf' \ I / OR KOOISPACE 45G 7P5 BY 'KOMMERLINC' AT 1/4 POINTS -WAS$ TYPE 'C3' 1' OVERALL INSUL LAM. GLASS PRODUCT REVISED I + ' as comply g with the Florida lode 111PI Bullding� NOA-No. 17-1726.05 c is Expiratlam Date 08/0812023 (c Br i ^ of 0 o' Mia / roduct Gontro 1111 1f//f/Ai u oI `` 11t FEB 1 5 2O184S, z 0S82 l\` BBBBBB xz '.'B�ATEVOF %�[(/` '.�u:, jjjjjo"��Pe",a�`.•% n -1"1 • �' I na. drawing W13-01 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... •• •• •• • • •• • • • 1/2 DOOR FRAME WIDTH .� • • TYP A. 9, �•.FRAt.• • "•= DOOR E•' AT STILE ENDS AX 6' M.V MAIL g �/[{��) 3• g• BELOW HINGES HCORNERS I �-'� • • • • • ELI •�C • •S • • ' • • - NGES SEE NOTE14 W � II 1 1 I �C / 1 I rx / iN i � II II W II \ 1 ACTIVE - • • • • • • • • • ".A. • • • / 1 D / 1 I / E o = ✓ i J POINT LOCK 1 x _ o SEE SHEEP 10 i m M 00 J-21 \ 1 I t \ II 1 I I \ } 1 ACTIVE W alp O 28 1/4" 1 u 28 1/4" 1 28 1/4 U � �2 ANCHORS DL OPG. , D.L OPI TYPE 'B' 1 4 ANCHORS AT STILE ENDS l TYPE '8' AT STILE ENDS TYPICAL ELEVATION ( X ) ( XX ) DOOR_ORTIO\S SLYGLH (Z) OR DOUBLE (X41 DOOR LOAD CAPACITY - i PSF CL45S TYPES 'A• '8' 'CI 'C2' k 'C3' FRAME LEAF WIDTH (X) WIDTH (10C HDOHT WIDTH THRESHOLD LOCK SETS MSL/L GLASS SPACERS STD. ADA SCH LC BLOW CXL K00 mm 37-1/4 72" 96' 35' 80.0 70.0 80.0 80.0 80.0 80.0 80.0 B0.0 42" 61-1/2' 96' 39-3/4" 80.0 70.0 80.0 80.0 70.0 70.0 80.0 . - NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING NOTE: PFW.DOS OF HURRICANE WARNING. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SEE CHART FOR QUANTITY 3' I HINGES SEE NOTE BELOW r i C t / n x m 1� I I \ I ( U 1�H mw Iiq U SURFACE APPLIED ANCHORS OUNfRTY ATSTILEENDSANCHOR TYPE a 'A' 'B' 'C' 4 4 4 6 6 7 - 7 SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL IUNGES: 4" X 4-1/2" BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8' FROM EACH END LOSS SETS: INTERMEDIATE hTNGES EQUALLY SPACED (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (SID. THRESHOLD ONLY) SCH - 5CHLAGE (4) HINGES PER LEAF ABOVE 35" LEAF WDTHS (STD. THRESHOLD) CC - COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) SLO - BALDWIN GLASS INSULATORS: CXL CARDINAL XL KOD = KODISPACE QUAN = OUANEX DURASEAL OUANEX SUPERSPACER FES 15 2018 PRODUCT REVISED ■a comp ng Wrlth the Florida Bullding de 17 1228 OS DOOR D.LO. DIMS. NOA-No. - D.L.O. HEIGHT = FRAME HEIGHT - 12.875" F.xpImtImData08/0812023 D.LO. WIDTH (X DOORS) = FRAME WIDTH - 13.75' D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 Mla •roduc Control All �I 2 III `1 . I 11 Il ;� ��••.i $'ir.T�},� drawing no. w 13-01 43 1/8' TYPICAL ELEVATION r n i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • • • 165 1/2- MAX. •• • • •• • • • •• • • • • 4L' • • 81 1/2' SIDEL WIDTH DOOR FRAME a'IDTH • • •• ••• • ••• • • • • 6' MAX. • ••• •• 3�• 'jI 6' 33• CDR/HERS � • • • • • i • • • • • • 00 I I J SIDELTTL+ LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME CLASS TYPES 'R.'Fr. -C1' GLASS TYPE 'C2" G1A55 TYPE 'C3' MOTH I HEIGHT EXT. +) MT. - EXT.(+ INT. - EXT.(+) INT.-) 30' 1. 36' 37-1/8' 3g' 42- I 04' a0.0 80.0 80.0 80.0 80.0 aO.0 80.0 i 80-0 BO.o 80.0 80.0 80.0 60.0 80.0 80.0 80.0 I 80.0 a0.0 80.0 1_ W-00 $0.0 80.0 60.0 j 80.0 SOO 80.0 80.0 80 0 80.0 80.0 8C.0 80.0 80.0 80.0 a0A 80.0 1. 33' 36' 37-1/a' 3B• 42- 90' 8c.0 a0.0 80.0 80.0 80.0 80.0 I a0.0 80.0 80.0 $0.0 80.0 80.0 50.0 so.0 80.0 '• 80.0 50.0 80.0 80.0 I 80.0 a0.o 80.0 80.0 50.0 80.0 80.0 80.0 I 30.0 80.0 80.0 - - 70.0 1 70.0 80.0 80.0 1.ao.o 33' W. 37-1/8' 3g• 42. 96' 80.0 -_Bo.O 50.0 80.0 80.0 W.O j ao.o 80.0 80.0 80.0 80.0 50.0 a0.0 80.0 80.0 80.0 80.0 80.0 a0.0 a0.0 80.0 80.0 80.0 _ 00.0 _ - 70.0 1 70.0 80.0 - - 70.o 70.0 a0.0 80.0 1 w 7 FLLS1` \8Olf 5 , SHf£7j 11 1 3 ROINT SE EI LOCK SM�ET 10 II \ II I _ I I _ ACTNE I INACi1VE II 11 I I i II II B/ 37 1/8L278 1/4' 28 1/4'DOPG. D.L. OPc. D-L- 4 ANCHORS TYPICAL ELEVATION TYPE 'R' ( OXXO AT SOLE AND i MULLION ENDS SIDELITE OPTIONS FOR CLASS TYPES 'C2' & 'C3' OUANEX DURASEAL & SUPERSPACER NOT ALLOWED FOR CLASS TYPE 'C3, CARDINAL XL (LIMIT MAX LOADS TO *70.0 PSF) SIDELJTE D-LO. DIMS. D.LO. HEIGHT = FRAME HEIGHT - 12.675' D.L.O. WIDTH SIDELITE WIDTH - 6' STAND ALONE SIDEL TE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELfTE TO DOOR ONLY 42' SEE CHART FOR OUANTITY HEAD ANCHORS OUANTRY AT STILE & MULLION ENDS ANCHOR TYPE SHIM 1/4' 4 4 4 3/8' 6 6 6 1/2- n u u IY FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 it 'I II I! II XI N m 0U SURFACE APPLIED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA - 110.3 SO. FT. FEB 1 5 ma PRODUCT REVISED Lt as eompWZ9 vdth the FloI-V-o Building Cone L Ea i NOA-No. 17-1226.05 EAlpiratbnDate08706/2023T'IEs�'Yi'�ta� W 13-01 Mia rotluct ntro ''' Y /¢�1A �`� �- � �rrrrll:u�1`1` (eheret 3 of13i DESIGN LOAD CAPACITY - PSF SIOELFTE WIDTH INCHES DOOR LEAF WIDTH INCHES SIDEUTE FRAME HEICM RICHES SIDE M TO DOOR YLUJON (SEE NOTE OELO'l� DCr.(+) I 24 30 33 36 37-1/8 39 42 39-3/4 84 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 j 80.0 24 30 33 36 37-1/3 39 42 39-3/4 90 80.0 I 80.0 80.0 80.0 $0.0 80.0 80.0 i 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37-1/8 39 42 9-3/4 96 80.0 80.0 80.0 80.0 90.0 80.0 78.3 78.3 77.2 I 77.2 75.4 75.4 72.6 72.6 ,JUI TE TO DOOR . . ... . . . ... .. .. . . . .. .. . . . ... . . . . .. . • a • • • • • • • • • • • • • s • . DODR • MWIME • SI•EUTE 1UISTFI' *DTH • • • • • • g NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELTTE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS. SIDELITE. DOOR/SIDEUTE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM DOOR DOOR IDELITE FRAME SIDEUIE _FRAME SIDEUT WIDTH WIDTH WIDTH WDTH� WIDTH C i %�• 4/ // \ I \ (Ox0) (x°x) (o SIDEUTE DOOR FRAME SIDEUTE DOOR FRAME SIDELRE WIDTH WIDTH J E / \ \ AI \ / ENO ANCHORSR STILE WUllm ) /f Xx0 `-END ANCHORS SEE SHEET 3 SEE SHEET 1 WIDTH I MOTH WIDTH I \ I \ / / OxxO) __- DOOR U Lm o A-,, 12 H w • i l O ON4a U �m 2m 00.00 1 o dN� I• ,Z9 6; LLia>0 OI C: Q Wamlf r �c vmi 0, o, ' I 0 w c C n 4 O H N o '0 3 n C z ,3 U o � o 43I3111 S. NOTE: GLASS CAPACITIES ON THIS SHEET ARE „ BASED ON ASTM E1300-09 (3 SEC. GUSTS) o a�? $• AND FLORIDA BUILDING COMMISSION 9 g•9 a = DECLARATORY STATEMENT DCA05-DEC-219 `1pluuUrrrr �-� PRODUCT REVISED as -plylnq with the Florida FEB 1 5 101E Bulldin9 todi NOA-No. 17_1226.05 Expiration Date 08/0812023^9 EU OF dro*, no. . . . . . . . . . . . . ... . . . . .. . EDGE DIS'f. T AL.A HOR SEE E NS � • FOR SPACE • • • • • • • • • • • • • • • • • �CONCREfE • • • • • • • I F� u 20 • • • •• ••• •• '0U 'Jp� ••• • • a • •• • <• • • • • • • • • s i i�i st s9- _hT � • • • • • ••• •• I 1 I 1 I I 1 I I I W k W I \a I POURED a HARDENED HIGH STRENGTH GROUT 1 I Vc — 5000 PSI MIN. i NOT BY CGI WINDOW MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEAPING (Soul) SHMS TIXJAL TO GROUn .. a TYPICAL ANCHC ON FOR SPACING APPROVED FOR WATER INFILTRATION SADDLE (AAA)THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE DOOR DETAILS LIMIT MAX. DESIGN LOADS TO t70.0 PSf PRODUCT REVISED ,alr�.1g as complying with the Florida Bonding Code j 33 MCA -No. 17-1226.05 I e s o Expiration Date0810812023 ml ProductControl4 �" 0- o� c FEB AH ONO, In tl - PATIOF .!( l � J" Li � drawling "no . . ... . . . ... . . . . . . . . . . . . ... . . . . ... 1BY RUCk • • .: .: VD SEE•I0 SI�ET•I • • • 2BY WOOD BUCK EDGE DIST. • • • • • • \• • • • • •>• WOOO STRUCTURE ° CONCRL;iE ' • . • • • • • • SEE NOTE SHEET 1 .�•• •r• ••• • ••ED@I• Q . • •• • K J 3 TYPICA- ANCHORS TYPICAL ANCHORS 1—SEE SEE E'. EVATNONS FOR SPACING ELLVA71ONS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER Tura ..r� ttRUCTURE. / TY21CAL A.EVCHORS: SEE ELEV. FOR SPAC4VG TYPE 'A'- JIV DLl ULTRACON BY 'ELCO' (Fu-m K51, Fy-155 K51) MIN LENGTH = 2-3/4' INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/IAMBS) THRU 1BY BUCKS INTO CONIC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" M.N. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE B'- (F 177 wz, t55 KSo DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONIC. OR BLOCKS (JAMBS) TYPE 'C'- .1 /4' DLe TEKS OR SELF DRILLING SCREWS (CRAOE 5 CPS) 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 IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE Q 1' MIN. INTO METAL STRUCTURE 3/4- MIN. WOOD AT HEAD OR JAMBS SO - 0.55 MIN. CONCRETE AT HEAD. SILL OR JAMRS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. Io TYPICAL ANCHORS , SEE ELEVATIONS — FOR SPACING 4am, u � `� APPROVEDi jl MIAMI-DADS UM COY i m • r Ij SLFPEO EE SEPARATETE NOA jI p a V it II li-- f" m Q R - --------------N --- : 9 ^ C : p e 0 o H ao � � p�q^ yGa Gl I VOcja TYPICAL L ORS d za • � ELEVATIONS FOR SPACING p 4 O O patit B O Q W emu. B IL6 JZ°Zmaw PRODUCT REVISED as complying with the Florida Building �Coodd• N... 9 7"1 228.05 Eapimtion Date 08/08/2023 By MIamKDadtTroduct Control FEB 1 5 7018 VOWk . •, CF .l{jdrawing no. rDOOR DETAINS �s�/d %i � `�` � i +�++EnnilN sheet 6 of 13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3/8. MAx .. .. .. 4/2i MAX. I of LOAD BEARING © • • • �/ Lt1A*Alm NG� I` L� n SHIM • • • �5111M i!?'/ WOOD BUCK m ; v �� 1 • • • • • 000 • • • .SEE NOTE SHEET 1 O h r a - ACM LEAFTYPICAL SEE ELEV. ANCHORS TYPICAL ANCHORS -_ -- -�•- - ,\ SEE ELEV. .—• • — 11 •' 7 FOR SPACING • a ry FOR SPACING ♦ —• - 0 F m, a3 _ --_-- _ • V$ wN I ! •� - aQ� o�Do� _ / I r ]!7334 7 c �% 37 47-% iL I Q W 71� Tp D.L OP-. METAL) EXTERIOR Q WOrf L" STRUCR/ttE I I LEAF WIDTH .J I = H I� DOOR FRAME WIDTH C i �I— n I n 7 011 �^ p w 1/Y MAX. LOAD— BE19 2 j F' '202 65' 1/2' MAX. s O 2 N SHIM �/ C' � LOAD BEARING CONCRETE (i/ 6- 1 •v 2 SHIM r] OR 3 n MASONRY — _ _ INACTIVE LEAF--___.-___ ACTIVE LEAF _ -- -- BY WOOD ri C Z� n TYPICAL ANCHORS i - _ _ _ _-- _ _ - __ -—_ _ __ I W STRU RE �' p=Is SEE ELEV..' — — -- -- — J9— a __ _ _ SEE 'OTE 1EET 1 fJ ! � Q FOR SPAOI G — _ — — I V Ol d I ii-I T I, `J I 7 orL z C I 1 - 46 i �34 71f iBJ� �y i1 7 T 3 7 41 �,�Ll� 11 I oRy o I � 7J �� Li D.L OPG. TYPICAL ANCHORS D.L OPG. SEE ELEV. Jf 75 I I FOR SPACING % JI I �7Fa.ii EXRIOR F wlon, TELEAF rrDTH - — - ---- Li =na � s aim DOOR FRAME WIDTH o� PRODUCT REVISED FEB 1 1 5 �� G1 r r'b• I A I g II •s complying with th• Florida 2018 y�, f>p5�2 o n Code Bulltling NOA-No. 17-1226.05 Expiration Dat•08 8/2023By I •\ • /1�t' �) Mla •r uetuontroi DOOR DETAILS ' AiflN��L���� sheet 7 of 13 i . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... TYPICALSEE ELEVA ANCHORS • • • • • • • • • • • • FOR SPACING • • • • • • • • • g 25 O n l • • • • • • • • MATING JAMB FASTENERS •{DOE'OIST.' FOR LOCATIONS e . 3 CONCRETE CONCRETE. ' • . • • • • • • . • • • • • .�J • 7 2t 2 S 43 SEE SDOOR JAMB B SPACING 0 p Z RP a aIL ZN . � o C q ` C 0 F g . . . . . . . _ 0 ° •• • • • • • •• Q c C+ i I 1/2' MAX. LOAD BEAR iz _ SHIM js CONCRETE OR i i LA0.50NRY I ��1 w TYPICAL ANCHORS I 4' LONGJ SEE ELN. FOR SPACING 06 ,N < CCNCRETEN a .. • � , TYPICAL ANCHORS 0noogs PRODUCT REVISED 10:40 a i o ry ' 1 u eomplying with the Plodder 6 W 9; 3�j, a7 la a2 Balding Code LL w y .0 EXTERIOR NOA-No. 77-�226.05 Jo i ^ Z0 <� Expiration Dat•08/08/2023 Q m ITI f LEAF WIDTH D.L OPG. W�ilam 0 mduct Control - ti i DOOR FRAME WIDTH SIDEL E WIDTH 42- WVL SINGLE (X) - I v C i 81-1/2' MAX. DOUBLE (XX)00 '^ i C N h 1f1 r n N O MATING JAMB FASTENERS FOR LOCATIONS ° 45 3 SEEDOOR SJAWS SPACING C Z4 lJ 3 p o APPLY SEALANT BEFORE MATING NOTE: LIMIT SHIM TO METAL STRUCTURE AT JAMBS TO '/8' SIDEUTE DFUlfS �✓ EXTERIOR LEAF WIDTH _ DOOR FRAME WIDTH 42' MAX. SINGLE (X) BI-1/2- MAX. DOUBLE (XX) §11011121111 FF81 5 ?�18 =� .V 7=2 i ! ( gT�E OF � (t,; drawing • no. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ....... .... • MATTRIAL MPG. / REXL C • • 6 63- B KEYMARK / SAPA • • 6 608.�8 KEYAWM / SAPA • • 8�- 6 KEYMARK / SAPA 6063-76 KEYMARK / SAPA 6063-TB KEYMARK / SAPA 5063-T6 KEYIMRK / SAPA • 63-T6 KEYMARK / SAPA • • • • • OW63-TG KE(WARK / SARA _• men -T5 KEYAW2K / SAPA • • • • • • OW63-T5 KEYMARK / SAPA 6063-75 ' KErMARK / SARA 6063-T5 KEYMARK / SAPA 6063-T6 KEYMARK / SAPA 6063-TS KEYMARK / SAPA� 6063-T5 K_MMARK / SAPA 6063-T6 'IiYMARK / SAPA f ALL OPTONS) METAL CGI PROPRIETARY ALL OPTIONS) ALLOY. STEEL CGI PROPRIETARY SET OPTION I BRASS BAiDWM SET OPTION 2 BRASS ' SCHLAGE SET OPTION 3 BRASS. STEEL COPPER CREEK S STEEL - S STEEL - S.STEEL - ___ S. STEEL WLON - cc! NYLON CGI NYLON CGI S. STEEL C0 CAST (ZINC) CGI ALUMINUM CGI PROPRIETARY BRASS HAGER S STEEL NAGER STEEL - PVL PROTOTYPE -_— - i ULTRA'. LL PVC - () - : AME59L'RY - IAMESBURY ATTACHEMENT) ALUMINUM - _MBIY) — s. srEEL - PRO[ .soar S. STEEL - Bufldil I S. STEEL - NOA4 S. STEEL EKpim .T WIDE ASSY) S. STEEL STEEL -MI•mF S. STEEL - W. PH. SMS. ALUMINUM I SCREEN TECH ABS ONLY) NYLON - E OM OUROMETER 8035 SHORE A if ----- ! U 4. -DUMMY r-` l �(� 31_ INACTIVE LEAF r "+ ACTIVE LEAF 2vg L__1 I" W C pON K I A:IAt MEµ"µII i ' 0 N OPERATION OF DEApBCL7 / (WITH KEY FROM __ 31 uo r 0 n O O A>✓ t EXTERIOR OR THUMBTURN� FROM THE INTERIOR) E7CTERK)R I --------- �- 1 2 n ACTIVATES THE THREE-POINT LOCK MECHANISM L----___ -----� ` - Q W 0 LL {� 2 N - REGARDLESS OF LOCK SEr OPTION INSTALLED. SECTION AT DEADSOLT LOCK01 Q W m g U n C I f0 O Of Of w y r c O=No 8 3�ni p M n C ZLL.- 3 O _ �c SECTION AT LEVER LATCH LOCK SEALANTS; i ALL JOINTS AND FRAME CONNECTIONS SEALED WITH o ol. GE SCS2000 SILICONE SEALANT. U c u c W o UCT REVISED ITII urI;IYY plyitheng with tFlorida``�� Zods o. AH 17-1226.05 J �y� Y • J 'N8F Ion Date 0810812023 e h FEB 1 5 2018 j— 0692 DWa uet ControlI ' / �_ � • 1(Y � ,drawing no. W 13-01 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . .. .. .. .. .. . . L-7 . �. •• • se 90 NI r .. {I h = .I I • • 7 • • • • I I • • �• • 1 I • In0.2A.2 1.7 • �;i• • • • • • v!1P. Pt. % �6 III 2A50•i001..03" I wild. WAA m k 02961rYJ3..W0.T A , 5. 5= 5ev.0 i �; • ; 0ASP 1001..C'.I• If � wenu •wrsnet 7 1 ': � i. M...`iIIENC ER B=K 03.5C 5.5-U —M ^_G1TOM 11[f i.S M9 ODURI..•M ;{g.GM.3A7 UNLOCKED POSRION LOCKED POSITION • �{ m N O 0 t v W ck: y c N 0 3 NM O M N 3 z� 3 O n l O vI PRODUCT REVISED y as co-g CodT2e idwith the Flora `-I M E 6 1 Buildin NOA-No. 17-1226.05 u.1 $ Explmtion Date 081013/2023 BY 22 At a uct ntro 0 'u o� ttt�ttt�ttlll!!!!� ` y FEB15201B ,Z-`N&171 Lu5i. $ "s �\-\'aq{IAT •�/�/� drawing o no. .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 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R oR•' ��� W 13-01 I UNLOCKED POSITION LOCKED POSITION rrrnuN� sheet 11 of 131 F--3.825-- i LI 125 1.590 • .100 C DOOR FRAME HEAD/SILL - 1 6 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• .062 i.s25 • • • • • • �• •• •• • ••tea •• b 1587 -d 4.495 5.500 • • • • • • J FRAME COVER • • • i • • • • r1.567-•.� • • • : ; • . • • • 6 • 1.410 1 1.8II25 .062 TOP & BOTTOM RAIL 10 SILL COVER 5.500 1 .080 I-T 469 i 1.828 y�III T SI � .075 106T3 4.495 '�••iiiillll 0, HINGE & LOCK STILE O SIDELITE TOP & BOTTOM FRAME t5 SIDELITE JAMB COVER .326 i !~- I .070 .245 5 805 i s 1 .6221 1 1.080 O 14 ASTRAGAL ADAPTER SHEAR BLOCK I alo 125 3.005 F2_.O.Oo-J� I� 120 s .080 ^J 125 .500 I .120--11--- 2.386 --1 1.225 VP 0 DOOR FRAME JAMB 1.46� 2 Ggp 1 1 .07f o7o-, -- O SIDEUTE FRAME JAMB 1 125 1.500 .185 .� 0 II I 13 SHEAR BLOCK PLATE 6 SADDLE THRESHOLD -1I r--675 I 99050 .310 I .G80 .120 4.000 11 GLASS STOP (LA)A. GLASS) .SOS f--.120 5 1.465 ! �1 .295 .062 .050 .2�j.870 F� �._- O12 1.184 SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) PRODUCT REVISED as complying with the Florida Building NOA-No. 17-1226.05 Expiratlan Data 08/08/2023 By Mia rodact Control FEB 1 5 1018 jC392 �• ��.--, �'fA7 OF •��, �� drawing no. '''�/u!�i11•Ai11�1\`` � W13-01 i i sheet 12 of 13 . . ... . . . ... . . . . . . . . . . . ..•.... •... • • • • • • •• •• •• • • •• • • ASSEMBLY FASTENERS TO BE INSTALLED 1 -:0 • • • • • • • • w • • • PRIOR TO JOINING MATING JAMBS `>s i �� •• • • • •• ••• •• 000 HOLE VP I MATING JAW FASTENERS SEE SHEET B FOR DETAIL ! 2 rxtj mmum intelauW-1011a a:3 HOLE SIDELITE ,IAMB CORNER TOP do BOTTOM SADDLE THRESHOLD CORNER S.� El V ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS i U O �L� n Z m13 n 0 9ff, ° 0 a Vu r, i� Q wmi� S.J J C y i h 0 0 r N o C DN m�w'~n,, $_ 3 Nn I p 3 m cz-j� 3a 0 :E I PRODUCT REVISED as compi pining with the Florida a" ng Code - .-N°. 17.1226.05 Expiration Date08/08/2023 I eY Miaoer et tro o 'gig FEB 1 5 Q�I•.TME OF ••�" drowin9Vno. wil