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WS-19-1550Location Address Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 520 NE 92ND ST, Miami Shores, FL 33138 Contacts h .Issue Date: 08/02/ Permit No.: S-07-19-1550 Permit Type: Windows/Shuders Work Classification: Door Replacement Permit StotusApproved '� Expiration: 01/29/2020 NIRAT BEOHAR Owner FLORIDA HOME IMPROVEMENT Contractor 520 NE 92 ST, MIAMI SHORES, FL 33138 WAYNE THOMAS BURNETT 3850 SW 30 AVE, HOLLYWOOD, FL 33312 Business: 9547924415 eRe Description: REPLACE 1 DOOR WITH IMPACT SIZE FOR SIZE Valuation: $ 6,047.00 uests: Ins 1305-762-4§49ction ctionRe Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $4.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.40 Scanning Fee $12.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $134.35 Payments Date Paid Amt Paid Total Fees $134.35 Credit Card 07/08/2019 $50.00 Credit Card 08/02/2019 $84.35 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, statents or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work dong b7either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, RIN , O#S, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is' accU a and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, 1 authorize the above nam cl[c0&actor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date August 02, 2019 Page 2 of 2 v BUILDING PERMIT APPLICATION 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 BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED 0 1 j J 8 019 BY- a ' V V � n F,,BC 2r0� , Master Permit No. - - m - i _C:60 Sub Permit No. REVISION Ej EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION [:] SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 5aO N C (U 31 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11 - 3)Lo G - 0(4' 11TO Is the Building Historically Designated: Yes NO Occupancy Type: 2 Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): R (% l7 F'l'y Q_ Phone#: "� � Z S 0Z 3'I 1 Add City: mi rtIM.1 s k4oarj �f 'PSttate: L Zip: �1 1�9 +may j Tenant/Lessee Name: hone#: 3(�,c- Sol `J `I Email: CONTRACTOR: Company Name: t" 4 t R L LC. Phone#: q�� :Zq . t'%q 15 Address:, _t� � 0 '-.A SW '4 1 Si - City: Vtkk wo O o State: Zip: � Z Qualifier Name: Wg\At A -Jr(bkxw J±Phone#: 954 --92 '41415 State Certification or Registration #: rtificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: �* 1� City: State: Zip:,,//�� Value of Work for this Permit: $ 610 �� .o Square/Linear Footage of Work: '9A 5,Q i" r Type of Work: ❑ Addition ❑ Alteration ❑ New 91 Repair/Replace Demolition Description of Work:C- e C 'O00 (l f�/ (Y j (� Z{ to- T (-Z-( - Specify color of color thru Submittal Fee S � - 0 / Scanning Fee $ Technology Fee $, Permit Fee $ CCF $ CO/CC $ Radon Fee $ DBPR $ Notary Training/Education Fee $ Double Fee $ . Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) r" ? 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 YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature WN &"o r AGENT ONTRACTOR The foregoing instrument was acknowledged before me this The foregoing st ment was acknowledged before me this day of �U t 20 ct by day of ` 20 _, by �, *,pT 17c00,—� w personally kno n to WPNtSE T, '�>na tJ�fi-r , who s ersonally know to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PU NOTARY PUBLIC: I -- Sign: Sign: Print: Prima �ffrZ.,1aCl ►`}fi[A Ul Seal: :�Y^�'• ABDIEL R. CASTILLO Seal: MYCO ION # GG 079600 Notary Public State of Florida EXPIRE : March 6, 20 1 Patrick Edward Rhudy g ThN 0Fpc My Commission GG 339145 0% F400% 014 APPROVED BY G Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 APPRAISER PROPERTYOFFI EF THE Summary Report Property Information Folio: 11-3206-014-1190 Property Address: 520 NE 92 ST Miami Shores, FL 33138-3157 Owner NIRAT BECHAR Mailing Address 520 NE 92 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 4/3/0 Floors 2 Living Units 1 Actual Area 3,575 Sq.Ft Living Area 3,092 Sq.Ft Adjusted Area 3,187 Sq.Ft Lot Size 12,700 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $380,819 $380,819 $380,819 Building Value $272,528 $275,144 $277,760 XF Value $35,964 $36,380 $36,795 Market Value $689,311 $692,343 $695,374 Assessed Value $689,311 $692,343 $695,374 Benefits Information Benefit Type 2019 2018 2017 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 2 PB 10-37 LOT 4 & 5 BLK 58 LOT SIZE 100.000 X 127 COC 23940-3146 10 2005 4 Generated On : 6/21/2019 Taxable Value Information Previous OR Book - 2019 2018 2017 County Description Sale Exemption Value $0 $0 $0 Taxable Value 1 $689,311 $692,343 $695,374 School Board Qual by exam of deed Exemption Value $0 $0 $0 Taxable Value $689,311 $692,343 $695,374 city Exemption Value $0 $0 $0 Taxable Value 1 $689,311 $692,343 $695,374 Regional Sales which are qualified Exemption Value $0 $0 $0 Taxable Value 1 $689,311 $692,343 $695,374 Sales Information Previous OR Book - Price Description Sale PageQualification 27843 09/14/2011 $600,000 Qual by exam of deed 3162 23940- Sales which are disqualified as a result 10/01/2005 $0 3146 of examination of the deed 19107- 05/01/2000 $154,000 Sales which are qualified 0852 11357- 02/01/1982 $89,900 Sales which are qualified 1563 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/ 6/21/2019 I 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). -- dgement: �% Q iffier/Owner Signature " Date Print Name Florida Home Improvement Associates to Licence No. CGC 061890 / QB44818 3044 Sw 42nd St., Ft. Lauderdale, FL 33312 FLORIDA O / HOME />,j IMPROVEMENT Job: ASSOCIATES Home Improvement Contract Broward Tel: 954-792-4415 Miami Dade: 305-5454469 Fax: 954-792-2170 Web: www.fhaproducts.com Email: Info@fhaproducts.com Address y %ciity County State Zip This Contract is made and entered into this day of "�� G2 Q y and between Florida Home IMPPOVanwtt Anodris► Florida Corporation known as ("Contractor" or "FHIA"), and owner(s) named above of the property located at the address listed above R woo as ("Owner"). The Contractor agrees to perform the work described below at the property listed above: �' ``'` .j eMrrawswaasiewlvtrM ,�' ti ��', r I a.rla�sMdsar..m..raea 1) Remove existing units to be replaced (Note: Removed items are likely to be damaged.) ilr�Ywtirl�beeww r + 2) Prepare opening as necessary to receive replacement units. 3) Windows: _ Vinyl Energy Storm Saver Aluminum Insulated Aluminum Non-Insulatedrsew 4) Doors: Vinyl Energy Stor Saver Aluminum Insulated � Aluminum Non -Insulated ! +; Glass: Lir/ ( Impact O Non -Impact I Frame Color: White: l Bronze: _ B/W Tan: _Grey: _ Mite: Grids w Double Hung Singe Hunt 2 -LR Casement E1l=wL MllQdW Yes ( ) No O Qty:— Qty:_ Qty:_ Qty:— Qty:_ i Standard j Custom Active a AFccrt tyre FA AF LH RH i Sliding Glass Door Single French Double French Geometric AAAF FA FMF Door Qty: Qty:_ Qty:_ Qty:_ Qty:_ I RH () LH l� �► (1 �► 1 ) k1K AFA 1/4-1/2-1/4 Qtv' — & eA1:f .lG_ Initial Here: 6) If applicable, removing �shu,,,rpanels, and/or 6 security bars. Keep with Owner _ Discard Initial Here: 7) Spygyy,r�—{—Aac5l 8) Cleanup job debris and provide necessary permits and insure e. If applicable, in the event that Contractor is unable fbr whatever reason to obtain proper permits prior to commencement of any work, Contractor sha!I refund any pre payment and this transaction shall be automatically cancelled. 9) Additi�W�rk�f is worJrot�than 5 II nWbe! eyple�s t d o �� Warranty: Contractor will provide warranty information to O ner within 30 days after completion and final payment. Schedule Contractor shall commence the within days after execution of the Contract (The "Commencement Date) and shall endeavor to complete all work hereunder within ays after the Commencement Date. (1 By selecting the finance option for the partial or full payment of this 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 pant of our service policy. Initial Hero Notice to the owner, if financing is being obtained by Owner. a) Do not sign this Contract or any financing document in blank You are entitled to a copy of the contract at the time you sign. b) The financial documents provided by the tender to this home improvement contract may create a Ken on your property. c) Be sure you understand all provisions of the Contract and financial documents before you sign. 47 TOTAL PRICE $ O Deposit to Order: Sales tax: $ Payment Day Job Starts: Total Project: $ Z6�� Installation Completion: Miscellaneous: This Contract and the accompanying worksheet contain the entire agreement between the parties. By signing this Contract, PlIYIYft, agrees and acknowledges that it has received the accompanying worksheet. This Contract may not be changed orally but only by a Changef other written amendment signed by both parties. The waiver by any party of a breach of any provisions of this Contract shall not operate.. construed as a waiver of any written amendment or waiver of any subsequent breach by any party. You the buyer may cancel thio Contxadi at any,' time prior to midnight on the third business day after the date of this Contract. In witness whereof, the parties hereto have read, understand and agree to both sides of this Contract. Se me a explicado el contrato en su totaNdad y entiendo todas las condiciones de este contrato. Both parties execute this Contract and the owner(s) agree to pay the balance due under this ontract under seal as of the day and year first above written: r s /INDHA S F1 KlYAfJ?<A, J500HAK- er Print Co -Owner Print ContractoljW presentative Print er Signature Co -Owner Signature Con presentative Signature HOMEOWNER ASSOCIA 10 . Name: YES ( ) NOJr) Property Name: Phone: 520 NE 92 ST MIAMI SHORES FL 33138 BATH BED DINING I BED LIVING KIT GARAGE. OFFICE. STAIRS RED I FAMILY c o COD N ' O �O 38X85 (+75/-85) NOA 19-0318.01 •• ••• • • • • • •• ZONE 4 . .. ......... ... .. . . . . .. .. . . . . . . . .. .... . . . . . . . . . . ... . . . . ... • . • • . • . • . • ... • . • . • • KIT GARAGE. OFFICE. STAIRS RED I FAMILY sr ^ • � P:.iaml Shores Viiiag^. e [APPROVED i BY � DATE f 70NING DEPT F?'L_DG DEPT '%'P IANCE WITH ALL FEDERAL ;l A Il Il (,0 �•, I Y Rlll_FS AND REGULATInNS c o COD N ' O �O sr ^ • � P:.iaml Shores Viiiag^. e [APPROVED i BY � DATE f 70NING DEPT F?'L_DG DEPT '%'P IANCE WITH ALL FEDERAL ;l A Il Il (,0 �•, I Y Rlll_FS AND REGULATInNS CEN .• .... ... 0.7701 2 .. .. . .. -o TATE OF •• •• • . . . . • . . �O••. ... ORI . ... • '`'2 ra�ll�14111�kk�,`` �1 x� SpecialtyEngineering Consultants, Inc. I (` 7599 SW 30 Avenue, Suite #20 a. Wind Vebckes South in South FloridaFlo _ -i2 Boynton Beach, FL b Dade BE.-dlocitPalm r FL. CA # 009217 .. y� �V N 009217 Risk Cal. 1 165 156 156 Low risk to humans farms, shall Risk Cat. 2 175 170 170 Sinrtic Famil R¢iduras Risk Cat. 3&4 186 180 180 &srntial Faciliu¢ �=q h P - �P I IMstudions grid lartat ons of Use 1 Charts -de wind pressures based on the mean roof he M. And shall not exceed V (mph) 175 16211 FBC br HVHZ, nr Fig 26.5-1a 2 Des n ressures are for an erlcbsed builindi shutters or other im d resistance rotection r wired . User Risk Catcgmry II Ta61c 1.5-1, page 2 3 4 shall determine the mean roof he' hl, Eave he' M •Roof Peak 2. End zone distance b the lessor of 10% of le Ih, 10% of width, or 40% the E.pusurc Kd C Smtlon 26.7 5 of mean roof he' M and not less ftn 3'-0" If 50% of a com nand is in a f:c zone then that component is considered to be in zone with the ma' r8 of the area. If uestlonable than lace in Zone 5 II.I Tahlc 2 page 2517 6 Each component, wirdm, door, mullion has a tribute area that is area to be used. Area of components to rounded down but slap rot be less than 10 K. t 6..911 Figure 26R-1, page 252 7 For NOA's twt require a Kd=1.0 then mufti the values listed herein b 1.18. at GCpi O.I8 -0 19 0.55 8 Windpressures are based on Allowable stress design, pimh of not 3/12 140 dcgro¢ 9 D n pressures listed herein are valid for Exposures B and C and exposure D. max roof he M 59' Ihaa 1411 dgrccs 10 Chan" and values listed herein are on valid when signed, dated, and sealed b Ga McDo le, PE 956214 or Mark LeBlanc PE #35683 Adam D. 11 Wind des' n pressures are calculated in accordance with ASCE 7-10, Method 2. or This calculatbn u wild for FBC 2014 5th 2017 LeBlanc, PE#77012 12 No reduction is taken for slopes less than 10 degrees. edaion end 6th etl8ion Arca ofwm .rnt O.0 sf Arca ofaxn nrnt 15.0 Arca ofcom nrnl Armofcom nent Arm of.. nen Ar¢ofcwn rrel Ar©ofwm ml Arm ofcom nun Arca ofmm nun Ar¢of<om Mum Rnof sf 200 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 500 s1' nmt 55.0 sf Ar¢ofcom nurt 60.0 sf Hci Ohl Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 40.1 40.1 r 38.8 38.8 38.4 38.4 37.9 37.9 37.5 37.5 37.1 37.1 36.7 36.7 36.2 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 15 -43.4 -53.6 -42.2 -51.3 .41.8 -50.6 -41.4 -49.8 -41.0 -49.0 -40.6 -48.3 -40.2 -47.5 -39.8 36.2 .46.8 35.8 35.8 35.4 35.4 35.0 35.0 41.6 41.6 40.3 40.3 39.9 39.9 39.4 39.4 39.0 39.0 38.5 38.5 38.1 38.1 37.7 37.7 -39.4 -46.0 -39.0 -45.2 -38.6 -44.5 18 -45.1 -55.7 -43.9 -53.3 -43.5 -52.6 -43.0 -51.8 -42.6 -51,0 -42.2 -50.2 -41.8 -49.4 -41.3 -48.6 37.2 -40.9 37.2 36.8 36.8 36.3 36.3 43.0 43.0 41.6 41.6 41.2 41.2 40.7 40.7 40.3 40.3 39.8 39.8 39.3 39.3 38.9 38.9 38.4 -47.8 38.4 40.5 -47.0 -40.1 -46.2 21 -46.6 -57.6 -45.3 -55.1 -44.9 -54.3 -44.4 -53.5 -44.0 -52.6 -43.6 -51.8 -43.1 -51.0 -42.7 38.0 38.0 37.5 37.5 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.4 40.9 40.9 40.5 40.5 40.0 -50.2 40.0 -42.3 39.5 -49.4 39.5 -41.8 -48.5 -41.4 -47.7 24 -48.0 -59.2 -46.6 -56.7 -46.2 -55.8 -45.7 -55.0 -45.3 -54.1 -44.8 -53.3 -44.4 -52.5 -43.9 -51.6 39.1 39.1 38.6 38.6 45.3 45.3 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 42.0 42.0 41.5 41.5 41.0 41.0 -43.5 40.5 -50.8 40.5 -43.0 -49.9 -42.6 -49.1 27 -49.2 -60.7 -47.8 -58.1 -47.3 -57.2 -46.9 -56.4 -46.4 -55.5 -45.9 -54.6 -45.5 -53.8 -45.0 -52.9 40.0 40.0 39.6 39.6 46.3 46.3 44.9 44.9 44.4 44.4 43.9 43.9 43.4 43.4 42.9 42.9 42.4 42.4 41.9 41.9 -44.6 41.4 -52.0 41.4 -44.1 -51.2 -43.6 -50.3 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 40.9 40.9 40.5 40.5 47.3 47.3 45.8 45.8 45.3 45.3 44.8 44.8 44.3 44.3 43.8 43.8 43.3 43.3 42.8 42.8 -45.6 -53.2 -45.1 -52.3 -44.6 -51.4 33 -51.3 -63.3 -49.8 -60.6 -49.4 -59.7 -48.9 -58.8 -48.4 -45.6 -57.9 -47.9 -57.0 -47.4 -56.1 47.0 -55.2 42.3 -46.5 42.3 41.8 41.8 41.3 41.3 48.2 48.2 46.6 46.6 46.1 46.1 45.6 45.1 45.1 44.6 44.6 44.1 44.1 43.6 43.6 43.1 -54.3 43.1 -46.0 -53.4 -45.5 ---420 -52.5 36 -52.2 -64.5 -50.8 -61.7 -50.3 -60.8 -49.8 -59.9 -49.3 -59.0 -46.8 -58.1 -48.3 -57.1 -47.8 42.5 42.5 42.0 49.0 49.0 47.4 47.4 46.9 46.9 46.4 46.4 45.9 45.9 45.3 45.3 44.6 44.8 44.3 -56.2 44.3 -47.3 43.8 -55.3 -46.9 -54.4 -46.4 -53.5 39 -53.1 -65.6 -51.6 -62.8 -51.1 -61.8 -50.6 -60.9 -50.1 -60.0 .49.6 -59.0 -49.1 -58.1 .48.6 -57.2 -48.1 43.8 43.3 43.3 42.7 42.7 49.7 49.7 48.2 48.2 47.6 47.6 47.1 47.1 46.6 46.6 46.1 46.1 45.5 45.5 45.0 45.0 -T4.5 -56.2 44.5 -47.6 43.9 -55.3 -47.1 -54.4 42 -54.0 -66.6 -52.4 -63.8 -51.9 -62.8 -51.4 -61.9 -50.9 -60.9 -50.4 -60.0 -49.9 -59.0 -49.4 -58.1 43.9 43.4 43.4 50.5 50.5 48.9 48.9 48.3 48.3 47.8 47.8 47.3 47.3 46.7 46.7 46.2 46.2 45.7 45.7 -48.9 45.1 -57.1 45.1 -48.4 -56.2 -47.9 -55.2 45 -54.8 -67.6 -53.2 -64.7 -52.7 -63.7 -52.2 -62.8 -51.7 -61.8 -51.2 -60.8 -50.6 -59.9 -50.1 -58.9 44.6 44.6 44.1 44.1 5 5 49.. 49.5 49.0 49.0 48.5 48.5 47.9 47.9 47.4 47.4 46.8 46.8 46.3 46.3 -49.6 45.7 -.58.0 -49.1 -57.0 -48.6 -56.0 48 -55.5. 5 -68.8. 5 -53.9 -65.6 -53.4 -64.6 -52.9 -63.6 -52.4 -62.7 -51.9 -61.7 -51.3 -60.7 45.7 45.2 45.2 44.7 44.7 51.8 51.8 50.2 50.2 49.6 49.6 49.1 49.1 48.5 48.-5 48.0 48.0 47.4 47.4 -50.8 -46.9 -59.7 46.9 -50.3 46.3 -58.8 -49.8 -57.8 -49.3 -56.8 51 -56.2 -69.4 -54.6 -66.4 -54.1 -65.4 -53.6 -64.4 -53.1 -63.5 -52.5 -62.5 -52.0 -61.5 46.3 45.8 45,6 45.2 45.2 52.4 52.4 50.8 50.8 50.2 50.2 49.7 49.7 49.I 49.1 48.6 48.6 48.0 48.0 -51.5 47.4 -60.5 47.4 -50.9 -59.5 -50.4 -58.5 -49.9 -57.5 54 -56.9 -70.2 -55.3 -67.2 -54.8 -66.2 -54.2 -65.2 -53.7 -64.2 -53.2 -63.2 -52.6 -62.2 46.9 46.9 46.3 46.3 45.8 45.8 53.0 53.0 51.4 : 1.4 0.8 50.4 50J • 50.2 49.7 49.7 49.1 49.1 48.6 48.6 -52.1 -61.2 -51.6 -60.2 -51.0 -59.2 -50.-5 -58.2 57 -57.5 -71.0 -55.9 -61.0 • • 55. -(.0 • • 0-5448 0 -66.0 -54.3 -65.0 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 53.6 53.6 51.9 • 51.9 651.4 • • 1.4 • •5�� 50.8 50.2 50.2 -53.8 49.6 -64.0 49.6 -53.2 -62.9 -52.7 -61.9 -52.1 -60.9 -51.6 -59.9 -58.9 60 .58.2 -71.8 -56.5 06 7 • :56.: • . • 49.1 49.1 48.5 48.5 47.9 47.9 47.4 4 4Yxa56.e g ' pA -• .7 -55.1 66.7 -54.9 -65.7 -54.4 -64.6 -53.6 -63.6 -53.3 -62.6 -52.7 -61.6 -52.2 �� 5c - CEN .• .... ... 0.7701 2 .. .. . .. -o TATE OF •• •• • . . . . • . . �O••. ... ORI . ... • '`'2 ra�ll�14111�kk�,`` coutiTv MIAMI -DARE COUNTY PRODUCT CONTROT, SFCTTON 11805 SW 26 Street, Rooth 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.miamidaae.aov/economy Eurotech Industries, Inc. 4201 NE 12 Terrace Oakland Park, FL 33334 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 revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, : Aluminum Outswing Entrance Door-LMI APPROVAL DOCUMENT: Drawing o. 4-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure (DP) capacity Single doors & Double doors VS locks + bolts, glazing types and water ratings in sheet 2. Higher DP Single/Double Doors at active leaf require 3 -point lock and manual Flush bolts at top/bottom. 2. Single or double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower design rating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, , city, state ai�ll'swies and following statement: "Miami -Dade County Product Control Approved", noted herein. . 0000 0000•.0 RENEWAL of this NOA shall be considered after a renewal application has been filed and tl we has beer? oo chang& • : • in the applicable building code negatively affecting the performance of this product. 660:96 ' :0000: TERMINATION of this NOA will occur after the expiration date or if there has been a rev? ' n or chs • .. the P ..s14 l�gTr� 0000. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any iproduct,.: 0 0 for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cemply W`49 any section- • • of this NOA shall be cause for termination and removal of NOA. :60:0: . ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, l;lori(ja, andOfeiha4ed by, the expiration date may be displayed in advertising literature. If any portion of the NOA is diSRlayeO, then it shall be (Witt! in its entirety. 0000 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 NOA # 18-0116.03 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 Ishaq I. Chanda, P.E. raartwaoe c UN TY - OA No. 19-0318.01 ■' - Expiration Date: une , Approval Date: April 11, 2019 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted under previous approvals A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under files below) 2. Drawing No. W04-01 Rev C, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01/15/04 and last revised on FEB 01, 2012, prepared by AL-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under files # 14-0303.09/#12-0208.03/409-0310.05) 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08-2021, 08-2022, 08-2023 and 08-2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. 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) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 03-1882, 08-1889, 08-18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz-Seda, P.E. (transferred from file # 08-0507.10) 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI-04-T 100, dtd 01/29/04, tested per ASTM E8-01, signed & sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, dated 07/23/15, prepared by Al-Farooq Corp., signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-04 & -09. • • • . . .... ...... D. QUALITY ASSURANCE • ..... .. ...... 1. Miami Dade Department of Regulatory and Economic Resources (RER). : • •.: : : • E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Ind ; r ; their' ntry G pp.,, • ® (Clear and White) Glass Interlayer", expiring on 07/04/18. •..'.' ...... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Iiker top their "Butacite •; PVB Interlayer", expiring on 12/11/16. F. STATEMENTS • 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared%y !4i Farooq Corporation, dated 07/23/15, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA renews NOA # 14-0303.09, expiring on June 10, 2019. 2. Test proposal # 07-3527 approved by BCCO. `c.4• -g \ . Ishaq I. Chanda, P.E. Product Control Unit Supervisor_ NOA No. 19-0318.01 Expiration Date: June 10, 2024 Approval Date: April 11, 2019 E-1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Evidence submitted under #18-0116.03 A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", sheets 1, 1. 1, 2 through 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, prepared by AL-Farooq Corporation, 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. 16-1116.01 issued to Kuraray America., Inc. for their "Trofosil ultra clear, clear & color PVB Interlayer", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 6th Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 12/10/17, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA revises NOA # 18-0116.03, expiring 06/10/2019. 3. New Evidence submitted A. DRAWINGS 1. Drawing No. W04-01 Rev F, titled "Aluminum Outswing Entrance Door", shegM!' 1.1, 2 tbrougb 5 of 5, dated 01/15/04 and last revised on MAY 08, 2018, pieXarad by AT--*Parooq*••;� Corporation, signed and sealed by Javad Ahmad, P. E. • • • . ; B. TESTS (Reference current test submitted under files # 15-0707.02) . • • • • . . • • • • . ' 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 •... • ...... ... ..... 2) Uniform Static Air Pressure Test, Loading perXfV., TAS'a02,94 ...... 3) Water Resistance Test per FBC, TAS 202-94 • • • • • • 0 • 4) Forced Entry Test, per FBC 2411 3.2.1 and TRS 202-94 5) Large Missile Impact Test per FBC, TAS 201 i.4. • • ; ; • • • • 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 '.:..' along with installation diagram of aluminum outswing door, prepared by American Test Lab of South Florida, Test Report No(s). ATLSF 0304.01-15, dated 05/26/15, signed and sealed by Stephen Waiter, P.E. Ish q I. Chanda, P.E. Product Control Unit Supervisor_ NOA No. 19-0318.01 Expiration Date: June 10, 2024 Approval Date: April 11, 2019 E-2 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. 16-1116.01 issued to Kuraray America., Inc. for their "Trofosil ultra clear, clear & color PVB Interlayer", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 611 Edition (2017) and of no financial interest, prepared by Al Farooq Corporation, dated 02/28/19, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. This NOA renews NOA # 18-0116.03, expiring 06/10/2024, subjected to verification in next renewal cycle. Ishaq I. Chanda, P.E. Product Control Unit Supervisor _ NOA No. 19-0318.01 Expiration Date: June 10, 2024 Approval Date: April 11, 2019 E-3 6666 . . 6666 6666.. 6666.. 6666.. 6666 6666 . . 6666 6666 6666. 6666 ... 6666.. 6666.. 6666.. . 6 0 0 0 . 0000 Ishaq I. Chanda, P.E. Product Control Unit Supervisor _ NOA No. 19-0318.01 Expiration Date: June 10, 2024 Approval Date: April 11, 2019 E-3 ----------------- --------------- SEE SEPARATE NOA FOR TRANSGM RATING AND DETAILS I ___ LOWER DESIGN PRESSURE OF TRANSOM, DOOR OR I Ij II II TRANSCM MULLION SHALL CONTROL DESIGN PRESSURE FOR ENTIRE ASSEMBLY I I II II I I I I�_ _==❑co=❑ _ I I �I r-- ----------- ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLL (XX) LEAF DOORS. ALSC SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSC SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES IN COMBINATION WITH TRANSOMS USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER DESIGN PRESSURES FROM DOOR, SIDELTE OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLLDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATON 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. IN HVHZ ONE TIME APPROVAL FOR MIAMI -DARE CCUNTY TO BE OBTAINED, IN NON HVHZ SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING JURISDICTION). TRIBUTARY END LOAD AN) ANCHORS TO BE REVIEWED BY AHJ 5' MAX - 42" • • • *'URPACE APPLIED • • • • VAL5t MUNTIRS • • • • • ,f 9IAY•BE USES • • • FOR QUANTITIES & CAPACITY I 31 39 1 % I <g m N Z LOCK OPTION '2' n SINGLE DOOR W/ 3 POINT LOCK + FUSH BOLTS SEE DP CHART ON SHEET 2 �,,u 0W 'q R F ig d' o 0 COE CUE 0829'' 0 .0.9 8 oaooj 0OLE SnggJ QHEi � o J � v � lY 8 n W C M ... U auM4 C) 0 0 'c ~z m r 'c W o v Z' CN,�io O 5 o�'am Zcx a IO . o N O W It O r IRODuffIRE AWED neau*iww"the Ra&Beidiog LOCK OPTION '1' +ttODUCFRLyfg6D SINGLE DOOR W/ 3 POINT LOCK A awtq-o3/k•OI SEE Dp CHART ON SHEET 2 Me w4Y the FbA& c $ $ n Ames•Iw No -61 •03 0 c P ~' ,Ask""able -awKp, TYPICAL ELEVATIONS ''�`% c'~ � �• No. 70M l MIR IRODuffIRE AWED neau*iww"the Ra&Beidiog A awtq-o3/k•OI Etp&xtimlicft fM71C a' -x-v ```V1111111111 /ii'' Ni,uiind•uCe�q VIGrF ., lab � F No. 70M l I May 8,2018'X; r3 drowing no. STATEOF :(7�� THESE DOORS ARE RATED FOR LARGE & SMALL MSSILE IMPACT.%, s •'Om SHUTTERS ARE NOT REQUIRED. �Y�fS�®rA� �tV` \ sheet 1 of 5 (4) ANCHORS ro AT MTG. STLE ENDS 75 AT 3' O.C. FRAME DOOR HINGES 13' SEE SHEET 2 FOR QUAIT HEAD, • CAPACITY A _ oti�Tm • (3) ANCHORS Oaooi AT LTG. STILE ENDS O0 AT 3' O.C. INTO CONC. pN I I It g I p E , I <ow .60- n / F zLWrz HE - N R %.idaa Code Wftb she Pwi1• tpr ACTIVE 1 LEAF j 0 O V �j 000 I�j c W) V, � m v o � L I I uj I!-, O < z C N rn zo_vIN j1 i \ u 0 y z v ^ ,. gg�g z O.- o m I \ ��` I- nm --77' MNMI-DARE COUNTY APPROVED MULLION SEE SEPARATE NOA ro 29•29' ! —fl Z ` O � q D.L. OPG. D.L. OPG. � TRIBUTARY END LOAD o `I i 36 3/8" 36 3/8' AND ANCHORS TO BE- LEAF WIDTH - LEAF WIDTH REVIEWED BY AM oti�Tm • (3) ANCHORS Oaooi AT LTG. STILE ENDS AT 3' O.C. INTO CONC. It g LOCK OPTION '2' DOUBLE DOOR W/ 3 POINT LOCK + FLUSH BOLTS LL z � I.j SEE Dp CHART ON SHEET 2 n TYPICAL ELEVATION 0 n s • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• •• • • • •• ••• •• as • • • • • ••• •• • ro Z ` O � q F W k Q S - 0 o `I i O oti�Tm • .0 F, Tq Oaooi It g LL z � I.j C110< Q�uoE� n � "ODUCT RENkW90 - N R %.idaa Code Wftb she Pwi1• tpr ' 3 • O I 4t ir�a 2 O V 'Eame Oste P zy I�j c W) � _9�•q C••In>f � m v o � L uj I!-, O z C N rn ';iI0DUC F REYLUD t w a - to "mply* with of n.46 bray cede y z v ^ ,. AaceAt•ea No (Pa -G (1�•o3 z O.- o m �P�I•Be• D•a 7 N o Z ��` I- nm --77' .�� V` ENyF'•. ' n i q I May 8,2O18r= STATE OF <(/�� drawing no. .FcoRiD!.•" GX; IW04-01 DESIGN LOAD CAPACITY - PSF SINGLE (X) DOOES WIDTH DO EXT. (+) INT. (-) A' DTH HEIGHT I EXT. (+) INT. - 2/6 2/6 3/0 3/3 75.0 85.0 3/0 6/8 75.0 85.0 3/6 100.0 140.0 75.0 85.0 1 75.0 1 75.0 LOADS SHOWN ABOVE ARE FOR 75.0 RESISTANCE IS NOT REWIRED. 3/0 7/0 75.0 I 85.0 3/6 - • 75.0 1 85.0 2/6 75.0 85.0 3/0 8/075.D 85.0 3/6 1 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REWIRED. AS REGIO. GLAZING GASKET 3 PONT LOCK SYSTEM AT AC71VE LOCK S 36' FROM BOTTOM, KEY OPERATED ON EXTEFIOR AND THUMB TURN CN INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-1/4' LONG ATTACHED WITH (2) #8 X 3/4' SMS TWO-HANDED COMB HING EXTRUDEDALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6'. 12', 35-, 63-1/2" AN) 92-1/2' FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DOOR SIZE GLASS TYPE 'B' WIDTH HEIGHT EXT. (+) INT. (-) 2/6 3/0 3/3 6/8 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 7/0 100.0 140.0 100.0 140.0 100.0 140.0 2/.100.0 3/0 3/3 8/0 140.0 100.0 140.0 100.0 140.0 DCORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS: (OPTION i2) MMUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART /02181 ATTACHED WITH (4) /10 X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36* FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-1/4` LONG ATTACHED WITH (2) /8 X 3/4' SMS HINGES SINGLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 7/0 AND 3/0 DOORS AT 3', 9' AND 26-3/8' FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) PER LEAF AT 6/8 DOORS AT 3', 9' AND 26-3/8' FROM TOP AND BOTTOM DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE GLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (+) INT. (-) 5/0 75.0 75.0 ER006 6/8 6/4 75.0 75.0 5/0 75.0 75.0 ER012 7/0 6/4 75.0 75.0 5/0 1 1 75.0 75.0 VZ1566• 8/1 6/4 1 75.0 1 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REWIRED. UMIT EXTERIOR(+) LCADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REWIRED. 17871 / PART / REQD. DIrSCRIPTION YANF./SUPPIJER/RRMARKS 1 ER006 AS REOD. DOOR FRAME - _ ER012 E - 3 VZ1566• •11dlAF • D009 Bw•E WAR. •- V6:0:63-T6 4 VZ -1483• 1/ - 5 - • 1/ P • UAB • • 6 VZ -1481 AS REDD. ASTRAGLL SIRE - 7 VZ -1535 4/ LEAF GLAZING BEAD 6063-T6 - 8 2801 AS REGIO. GLAZING GASKET DUROMETER 7_35 SHORE A 9 tillt CWP • • • 4011WT6 - 10 IOOIf500 1/•CORNML tORREP. KA • • 4ALUktNUM MONTICELLO 11 004X 4/ LEAF 1 • ALULWUM GIESSE 12 /10 X 308- U/ HINGE HOGE NSTRIATKN Shc" • • - PH MACHINE SCREWS 13 AS READ. BULB WSTRIPPG N - - 14 010!x 2' AS REOD. ASSEMBLY SCREWS - HH SELF DRILLING 15 /12 X 1-I!4 - E LY _ SMS LOCKS DOUBLE DOORS: (OPTION 12) A(:TIVF lied MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART /02181 ATTACHED WITH (4) /B X 1-1/2' SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM. I4EY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART #02168 ATTACHED WITH (4) %'S X 1-1/2" SMS. HINGES DOUBLE DOORS: TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6', 12% 35', 63-1/2' AND 92-1/2' FROM TOP OF DOOR NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. •• . • • . • ••. .• 3/16" HEAT STREWO GLASS 3,16' HEAT STREN'D GLASS .090' Int.ricy.r .100• Int.Aay.r Trosftl PVB SentryGlos 'kuroray Americo: Ina'`By Kuraroy America, Inc.' \y11 x3/16' HEAT STREN'D GLASS 1 ' 3/16' HEAT SIREN'D GLASS ¢ SILICONE SILICONE SI SCS 2800 = m SI SCS 2800 N SILGLAZE II rn SILGLAZE II Ali v 8 ! \ O 8 I TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS 8200ucfREVIM0 rmw We&wWole FL.i& Aeaplsece No -0I IZ-0A EA/Indee De1c�� � PnOetL CeeM1 NOTE: GLASS CAFACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 _ n 3 0 o n O 8 V 't M U 0) V M c D O Li0 N V y 0 L9 .0 m Z L y'W O Lti�!a'S° O 0 Z D r O o .�W.. �t LJY C�C o� �I4 ` r RENEWED �� : ' VG�YBF''•.• : � � ae� WIODUCPwNtf�tLelToryrt,.� Accepbafthl. 11-631&-o May8,2018K= §_ TATE OF !(/�� drowing9 no. TYPICAL ANCHORS IDLES ;S 1/2' S OMENDS IO' O.C. MAX. lay WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE SEPARATE NOA FOR TRANSO),I RATING AND IDETNL !X 1,SM5 ).C. MAX. TER OF SILL IT (XX) DOORS TYPICAL ANCHORS m x SEE ELEVATIONS METAL • • • • • • • FOR SPACING �_UCTURE Z n i • • • • EDOL C • DI • EDGE DIST. �. 1y „ • 33 e IL R • • • • • 06 N _ I C • • • • • ••• < 0�N� • • • /yy O L • • • W � • \ � • \ = O n Q O TYPICAL ANCHORS Q w m _ o • • • W EL�ATION6 • • • • • `i 3.1 • • • FOS SR►CING • • J C4 •_ • • • • • • • • • • ;SOD BJCKS AND METAL STRUCTURE NOT BY EUROTECH Q LZi al k • • • • • • • • MUS: SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND • • • • • • • • • • • • TRANSFER THEM TO THE BUILDING STRUCTURE. (— I I I N ( /JAM ) O TYPICAL ANCHORS: Se ELEV. FDR SPACING Ipsp m (Fu=177 KSI, Fy-IW KSI !O 1j -- INTO 2 -OR-WOOD-STRUCTURES - W n v ) 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) o o M •RODUCf REVI`i" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAWED) Fmk a j THRU 1 BY BUCKS INTO CONC. OR BLOCZ/JAM:ES:)> W `o 1-1/4' MIN. EMBED INTO CONCRETE (H o 0 o 1-1/4' MIN. EMBED INTO BLOCKS c0 2 Y 4 C N m MIAMI-CADE COUNTY DIRECTLY INTO CONCRETE OR BLOCKS° AE p"`;DIF INTO CONCRETE AND BLOCKS - 2-1/2' MIN. y e LAPPROWD MULLION pR) ODUCTRENEWED 1-1/4" MIN. EMBED INTO CCNCRETE (HEAD/SILL/JAMBS SEE SEPARATE NOA V W 0_ Dy tppjyjedwItbtbcFw"& (SEE Dp LIMIT NOTE IN SHEET 1) B ktftCO& C3i8,0� 1-1/4� MIN. EMBED INTO BLOCKS (JAMBS) .V, Z c n ° m No E 1xpl.d.:1OTi4 114 SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS) ? j N a INTO MUMI-DADE COUNTY APPROVED MULLIONS 4r W 0_ CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MW,a TYPICAL ANCHORS OR SEE ELEV. FOR SPACING wili umiyy Ca411111I.1.1 INTO MEAL STRUCTURES HEAD BS C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. p 0 ( /JAM ) (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.) o •RODUCf REVI`i" (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAWED) Fmk a R 2 R z r aril7tit w,tY tYs o 0 o 1t,y61q C -W 1 -Oil , 03 CRIITCAL EDGE DISTANCE k� a AE p"`;DIF INTO CONCRETE AND BLOCKS - 2-1/2' MIN. INTO WOOD STRUCTURE = I" MIN. INTO METAL STRUCTURE 3j4' MIN. p""d a n�� WOOD AT HEAD OR JAMBS SG 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MW,a C-90 HOLLOW/FILLED BLOCK AT JAMBS f m - 2000 PSI MIN. p 0 „ o W . Z r= .70582 Lt May 8,2018X; SEALANTS: no. A7E OE drawing ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH �.� IWC 4-01 ADSEL OR TEKNA 50729 SEALANTS. ���iMAI1`�� sheet 3 of 5 1/4- MAX.• SHIM TYPICAL ANCHORS SEE ELEV. �) . FOR SPACING r • j11 11 M41MI-DACE COUNTY APPROVED MULLION SEE SEPARATE NOA --------------I? SEE SEPARATE NOA 11 FOR SIDELRE I RATING AND DETAILS ACTIVE LEAF V 2 EXTERIOR 7 D.L. OPG. LEAF WIDTH SHIM 42' MAX. _ • SHIM JPACJ FRAME WIDTH Z 3 0, y•/ SINGLE DOOR F i Z R ri ��` O • • • •• • •• • • • • II g C -,I;• II I I • • I I ACTIVE LEAF I I I_ I O I I 13 I 1 ^ EXTERIOR LOCKS _ F SEE SHEET 2 \ EXTERIOR 75-3/4- MAX. FRAME WIDTH DOUBLE DOOR I IN -ACTIVE LEAF (2) 18 X 3/4 - SMS LEAF WIDTH 1/4- MAX. 1/4• MAX. SHIM cl • SHIM JPACJ Z 3 0, y•/ 2 WOOD BUC OR F i Z R ri ��` • • •• •• MEIft • • • • •• • •• • • • • g C -,I;• • • • • 0 $'• A O 0 0 g .+ (2) %8 X 3/4' a&1^ 31151 •TYNIOtHORS • 0'"G� rSEE ELEV. JO / FOR SPACING EXT. IL Z • - TYPICAL ANCHORS Q W • F Le LOCKS SEE EL V• SEE SHEEP 2 FOR SPACING � J o of •RODUC r CEVL%m M w oo.pl,�o3 with the Frdr $ U M :=Will I C M Aaepattcn No 1 —e 11 L. e'3 6 49" Vol* aw - W M TD V M LL r� r {✓ O O 0 •L V --'�• 1/4• MAX. rA ale Vndoet Cer•+i i W 7 `O SHIM �tt1 n 18Y WOOD BUCK a 0 U Li -Z on ,a W�Or 1113 • ••• • • • • •• • vy� 2S' TYPICAL ANCHORS 4ECKs • • • • • • • • • • SEE ELEV. FOR SPACING SEE SHEET 2 p o o rc ^ EXTERIOR LOCKS _ F SEE SHEET 2 \ EXTERIOR 75-3/4- MAX. FRAME WIDTH DOUBLE DOOR I IN -ACTIVE LEAF (2) 18 X 3/4 - SMS LEAF WIDTH PRODUCT RENEWED - c plyi g with the Rod& R i-clde tq-oivt• 1 Acceptaaa No � Etpimdoo Dole `F B1a- N_L— "awowe c«ma � i n :�.✓ .701102 May 8,2018-Z` • STATE OF !4/` drawing v no. s'•. coR1DR•• C -A 'W04-01 r���;rV'ONALI of sheet 4 ai 5 t 1/4• MAX. SHIM cl Z 3 0, y•/ 2 WOOD BUC OR F i Z R ri ��` WOOD STRUC EC. n _ 0 $'• A 0 0 g .+ 0 a&1^ 0ILoo 0'"G� JO Q W7Y h EXT. IL Z • - TYPICAL ANCHORS Q W • F Le LOCKS SEE EL V• SEE SHEEP 2 FOR SPACING � J o of •RODUC r CEVL%m M w oo.pl,�o3 with the Frdr $ U M :=Will I C M Aaepattcn No 1 —e 11 L. e'3 6 49" Vol* aw - W M TD V M LL r� r {✓ O O 0 •L V --'�• 1/4• MAX. rA ale Vndoet Cer•+i i W 7 `O SHIM �tt1 n 18Y WOOD BUCK a 0 U Li -Z on ,a W�Or vy� 2S' TYPICAL ANCHORS "' I •I SEE ELEV. FOR SPACING p o o rc y�E�a PRODUCT RENEWED - c plyi g with the Rod& R i-clde tq-oivt• 1 Acceptaaa No � Etpimdoo Dole `F B1a- N_L— "awowe c«ma � i n :�.✓ .701102 May 8,2018-Z` • STATE OF !4/` drawing v no. s'•. coR1DR•• C -A 'W04-01 r���;rV'ONALI of sheet 4 ai 5 DOOR FR4ME DOOR LEAF 9 • • • • • • • • • • FRAME TOP CORNER 3.177 2.921 103 .080 .238 ,.043 F^- O DOOR BASE BOARD U' SHEAR CLIP ii 9� y 1.4I17 2.402-1 1.764 .063 1.906 .571 I I 4_ L 1.772 J .744 F^ O FRAME SILL O ASTRAGA��ALLlll STILE 2.0W -1 I - 1.000 r T 1.000 }— I -'1 II..11 .094 .846 -T ,050 1.016 O SILL BASE � 1.201 O GLAZING BEAD PRODUCT RENEWED �s amPh'Vf aiu dK Efa�1M a++arc coae 1R- 031 • p � pc��taue n. �„ tdV Erpratiw � By ro�v z n 0 1 �0' q 0 V 0�H^' vo�a 0 goo Witz 2LL U Quzio� � U ixO m U M C M W — M O W N M O aa i L Z CN_lY $� Cuja4 O Z v W�O� `aepuue Nop3 �p+MiM 4ic ' 4R a�' pry Yrvdun Ctib.i i May 8.2018r=Ls BTATE OF/� drawing no. —01 '�' RoRtO►.•'' ���