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WS-19-1793Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Permitmo.: VI &48-1 4M Permit Type: Windows/Shiers .' pqC�tassiftation: W Widow/Door Replacement Permit Status: Approved Issue Date: 08/13/2019FExpiration: 02/10/2020 Parcel Number 160 NE 95TH ST, Miami Shores, FL 33138 1132060132830 Contacts Samuel Tamayo Owner 16095 FLORIDA HOME IMPROVEMENT Contractor WAYNE THOMAS BURNETT 3850 SW 30 AVE, HOLLYWOOD, FL 33312 Business: 9547924415 Description: REPLACE 2 DOORS WITH IMPACT SIZE FOR SIZE Valuation: $ 10,990.00 Inspection Requests: ',305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $6.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $2.20 Scanning Fee $12.00 Technology Fee $3.00 Windows/Shutters Fee $70.00 Total: $147.80 Payments Date Paid Amt Paid Total Fees $147.80 Credit Card 08/02/2019 $50.00 Credit Card 08/13/2019 $97.80 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform pertaining thereto and in strict conformity with the plans, drawingsst JVillage. In accepting this permit I assume responsibility for all work o E permits are required for ELECTRICAL, PLUMBING, MECHAIyICAL, C OWNERS AFFIDAVIT: I certify that all the foregoing information regulating construction and zoning. Futhermore, I authorize the abo work covered hereunder in compliance with all ordinances and regulations ,nts or specifications submitted to the proper authorities of Miami Shores either myself, my agent, servants, or employes. I understand that separate fS, DOORS, ROOFING and SWIMMING POOL work. ate and th I -work will be done in compliance with all applicable laws -co ractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date August 13, 2019 Page 2 of 2 RECEIVF,D QaS�lo 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 FBC 20 X: - ( G Master Permit No. �%/-� _U 8 - L Sub Permit No ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1d 0 N l' `i ) CO i City: Miami Shores County: Miami Dade Folio/Parcel#: 1 i_ 30)' — d 1 3 ' �Q Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FIFE: OWNER: Name (Fee Simple Titleholder):_ 5 �MV EL �� Phone#: Address: ( co N f� q uJ S+ City: 04i lk%Nxi C, 40 QU- State: r L Zip: 3� p Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: \0 1? k 4 )—�- C. Phone#: Address: io iij A. 5VJ, 43..Id S V n/�qq City: W A1M•1 5 40 9,C-A State: F L Zip: nos I Qualifier Name: WN',p'LL �. one#: 6iCN1`iL4H1\ State Certification or Registration #: (. g C.O (o I $1 O Certificate of Competency #: DESIGNER: Architect/Engineer: one#: Address: City: State Value of Work for this Permit: $ t0/ lQ q 0, Square/Linear Footage of Work: Zip: Type of Work: ❑ Addition ❑ Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: Q PIneF a- Doofis wkmoocl S z2 ;02 sl't-e Specify color of color thru tile:. Submittal Fee Scanning Fee $ Technology Fee Structural Reviews $ Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (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 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 a o'Signat OWNS or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of '}"�(/ 20 f by who isomers nown to me or who has produced identification and wtm did take an oath. NOTARY PU The foregoing instrumentwasacknowledged before come this � day of ✓y1 20 1 ( by ! w�160' �f who is per wn to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Print: V t (b Print: •'y" Seal: Sea MY r'iNSa AWELR.CAS71LLO =' i COMMISSION 0 GG09574S ,r•�a• "•_ MY COMMISSION # GG 079800 EXPIRES AprU 19, 2021 EXPIRES: Meth 8, 2021 7. • "•t;# . SW" TNu Notary Pu* W*tw NW ******************************** ** * ************************************************************ APPROVED BY 6kOR 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 Insvection 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/O er Signature Date AW,P(5z. c, -)-14 tgY6 Print Name Florida Home Improvement Associates '" Licence No. CGC 061890 / Q844818 3044 Sw 42n0 St., Ft. Lauderdale, FL 33312 FLO MPR V HOME IMPROVEMENT Job: ASSOCIATES �mHome Improt Cc Owner: 11. �`� y I 'rl 1 ' y /[/ Home Ph:vem n�t Co -Owner: SQ q'Pi 1 yl SQ_Z /L_ _ _Email: Broward Tel: 954-792-4415 Miami Dade: 305-5454469 Fax:954-792-2170 Web: www.fhaproducts.com Email: Info@fhaproducts.com xa(c/t/�1 17e� — ( ( Alt ph• J� � ��17 %G� Address ' — City County State Zip / This Contract is made and entered into this day of 20�by and between Florida Home Improvement Associates, Inc, a Florida 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 are likely to be damaged.) 2) Prepare opening as necessary to receive replacement units. "+d"di6ieaaeseit` u..eed dde coo a.a t.e na 3) Windows: _ Vinyl Energy Storm Saver Aluminum Insulated Aluminum Non -Insulated 4) Doors: Vi Aluminum Insulated � Aluminum Non-InsulatedGlass: o.swi.n�a�...n.... =emaver < OFct _< () Non-Ilimpagame Color: White: _Bronze: B/W Tan: _Grey: _ Mill: _ Double Hung Yes 7,d Stan Custom iv Active 5) Work to be completed as stated on the accompanying worksheet. Work NOT to be completed: 6) If applicable, removing_ shutter panels, and/or 7) Special instructions: 3-LR AFA 1/4-1 -1/4 -1/3-1/3 Qty: — _ Initial Here: security bars. Keep with Owner Discard _A__ Initial Here: 8) Cleanup job debris and provide necessary permits and insurance. If applicable, in the event that tontractor 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 can 9) Additional Work: (No finish work other than normal installation is to be done unless noted below) n A Ai) t / ` 1 0 _ Warranty: Contractor will provide warranty informati%to Qtyner within 30 days after completion and final payment. Schedule: Contractor shall commence thg wgirk withi / days after execution of the Contract (The "Commencement Date) and shall endeavor to complete all work hereunder withiALZhays 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 part of our service policy. Initial Here 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 lender to this home improvement contract may create a lien on your property. c) Be sure you understand all provisions of the Contract and financial documents before you sign. TOTAL PRICE $ q 0•00 Sales tax: $ .00 Total Project: $ 9?y#� .00 Deposit to Order: Payment Day Job Starts: $� Installation Completion: $ © G U .00 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. 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 totalidad 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 Contract under seal as of the day and year first above written: � 4t Owner Print Co-owner Print Contractor e r selitive7Prn Owner Signature Co-owner Signa re V Contractor Representative Signature HOMEOWNER ASSOCIATION Name: Phone: YES ( ) NO ( X Property Name: Property Search Application - Miami -Dade County Page 1 of 1 � M :.rOFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-2830 Property Address: 160 NE 95 ST Miami Shores, FL 33138-2709 Owner SAMUEL TAMAYO &W TERESA L Mailing Address 160 NE 95 ST MIAMI SHORES, FL 33138-2709 PA Primary Zone 6400 COMMERCIAL - CENTRAL Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,039 Sq.Ft Lot Size 12,900 Sq.Ft Year Built Multiple (See Building Info.) Assessment Information Year 2019 2018 2017 Land Value $322,500 $290,250 $290,250 Building Value $121,866 $121,999 $122,130 XF Value $2,861 $2,896 $2,931 Market Value $447,227 $415,145 $415,311 Assessed Value $150,997 $148,182 $145,135 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment Cap Reduction $296,230 $266,963 $270,176 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 6 & 7 BLK 21 LOT SIZE 100.000 X 129 OR 14428-1669 0290 1 Generated On : 7/23/2019 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $100,997 $98,182 $95,135 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $125,997 $123,182 $120,135 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $100,997 $98,182 $95,135 Regional Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $100,997 $98,1821 $95,135 Sales Information Previous Sale Price OR Book -Page Qualification Description 02/01/1990 $87,000 14428-1669 Sales which are qualified 10/01/1987 $82,500 13439-2278 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/ 7/23/2019 j., /j a Specially Engineering Consultants, Inc. •y�.vtEq, Wind VekwHes in South Florida 'Palm o % i 1599 SW 30 Avenue, Suite #20 E +� Dade Broward Btzch Boynton Beach, FL 334326 Risk Cat, I 165 156 156 Low risk to humans farms, sheds FL CA # 009217 0� Risk Cat.2 175 170 170 Sin IC Famil Rtsidme. a„ �,"'~ Risk Cat. 3&4 186 180 INU Essential Faeilitics 1 P : = q h' � GCp - GCp i) Intstuctions and limitations of Use / 1 1 Charts provide wind pressures based on the mean roof height. Arid shall not exceed 60'-0". 2 Design pressu,res are for an enc1- builindi shu8ets or other im ct resistance Protection required). V (mph) 175 1620 FBC for HVHZ, or Fig. 26.5-1a 3 User shall determine the mean roof ht, Eave he' d 7 Roof Peak 2. isk Category 11 Table 1.5-1, page 2 4 End zone distance's the lessor of 10% of lenlfth, 10% of width, or 40% of the mean roof he' Mend not less than 3'-0" Exposure C Section 26.7 5 If 50% of a component is in a particular zone then that component is considered to be in zone with the majority of the area. If questionable then place in Zone 5 Kd 11.85 Table 26.6-1, page 250 6 Each component, window, door, mullion has a tdbNa area that lc area to be used. Area of com nerds to hounded down bud shall not be less than 1 U sf. Kz1 1 Figure 26.8-I, page 252 7 For NOA's that uire a Kd=1.0 then multi the values listed herein b 1.18. GCpi 0.18 -U.Iri 0,55 8 Wind urea are based on Alkslvable stress des n. pitch ofrud' 4/12 18.4 d yru5 9 Des' n ressures listed herein are valid for E res B and C and expostine, D. max hoot he' ht 59' th- 18.4 deg- 10 Charts and values 6ted herein are on valkl when nad, dated, and scaled b Ga McDo b PE #56214 or Mark LeBlanc PE #35683 or Adam D. LeBlanc PE#77012 11 Wind d n ressures are calculated in accordance with ASCE 7-10, Method 2. This calculation is vaikl for FBC 2014 5th ed8bn and 2017 8Ih �ddlcn 12 No reduction is taken for slopes less than 10 degrees Arcs ofenntwent Arm ofcom nm1 Arm ofcom nent Arm ofeom et nt Arm ofcom ent Arm ofmm nmt Arcs ofeom menu Arm ofcom nmt Ana ofcom nmt Ana.1' cot Area ofcom nmt 10.0 sr 15.0 sf 20.0 sf 25.0 sf 30.0 sf 35.0 sf 40.0 sf 45.0 sf 50.0 sf SS.0 sf Al•9•• Mmn Roof • • • Hsi ht Zone 4 Zone 5 Zone 4 Zone 5 Zane 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• d?one,5 Zone 4• *Arta 5 40.1 40.1 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 36.2 35.8 35.8 35.4 0 0 35.0 35.0 • j5.0 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 -46.8 -39.4 -46.0 -39. - 5 -38% • 405 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 37.2 37.2 36.8 036.8 36.3 16.3 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 -40.9 -47.8 -40.1 • •-" -40.1 • -46.2 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 38.4 38.0 0 p 948.0 37.5• 21 -46.6 -57.6 -45.3 -55.1 -44.9 1 -54.3 -44.4 -53.5 -44.0 1 -52.6 -43.6 1 -51.8 -43.1 -51.0 -42.7 1 -50.2 -42.3 -49.4 -4 It 465 -404 0 •37.5 -44.7 44.2 44.2 42.8 42.8 42.3 42.3 41.9 41.9 41.4 41.41 40.9 40.9 40.5 40.5 40.0 40.0 39.5 39.5 39.1 39.1 38.6• • •38.6 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 -43.5 -50.8 -43b• • JR9P9 -46.6• e49.1 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 40.5 40.5 404P• • 00 316 • 39.6 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 -44.6 -52.0 -44.1 -51.2 -43.6 0 50.3 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 41.4 41.4 4W- 9 40.5 0 40.5 30 -50.3 -62.1 -48.9 -59.4 -48.4 -58.5 1 -47.9 -57.6 -47.4 -56.8 -47.0 -55.9 -46.5 -55.0 -46.0 -54.1 -45.6 -53.2 -410.1 • -56.3 - .6 -51.4 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 42.3 42.3 468 1.8 49.0 0 9 0411.3 33 -51.3 -63.3 -49.8 -60.6 -49.4 -59.7 -48.9 -58.8 -48.4 -57.9 -47.9 -57.0 -47.4 -56.1 -47.0 1 -55.2 -46.5 -54.3 40.0 • -5d.4 -4*5.5 -52.5 48.2 48.2 46.6 46.6 46.1 46.1 45.6 45.6 45.1 45.1 44.6 44.6 44.1 44.1 43.6 43.6 43.1 43.1 42.5•0 A5 4.0 •42.0 36 -52.2 -64.5 -50.8 -61.7 -50.3 -60.8 -49.8 -59.9 -49.3 -59.0 -48.8 -58.1 -48.3 -57.1 -47.8 -56.2 -47.3 -55.3 -46.9 -54.4 -16 4 • 13.5 49.0 49.0 47.4 47.4 46.9 46.9 46.4 46.4 45.9 45.9 45.3 45.3 44.8 44.8 44.3 44.3 43.8 43.8 43.3 43.3 42.7 42.7 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 -56.2 -47.6 -55.3 -47.1 -54.4 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 44.5 44.5 43.9 43.9 43.4 43.4 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 -48.9 -57.1 -48.4 -56.2 -47.9 -55.2 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 45.1 45.1 44.6 44.6 44.1 44.1 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 -49.6 -58.0 -49.1 -57.0 -48.6 -56.0 51.2 51.2 49.5 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 45.7 45.7 45.2 45.2 44.7 44.7 48 -55.5 -68.5 -53.9 -65.6 1 -53.4 -64.6 -52.9 -63.6 -52.4 -62.7 -51.9 -61.7 -51.3 -60.7 -50.8 -59.7 -50.3 -58.8 -49.8 -57.8 -49.3 -56.8 5L8 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 46.9 46.9 46.3 46.3 45.8 45.8 45.2 45.2 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 -51.5 -60.5 -50.9 -59.5 -50.4 -58.5 -49.9 -57.5 52.4 52.4 50.8 50.8 50.2 50.2 49.7 49.7 49.1 49.1 48.6 48.6 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 45.8 45.8 54 -56.9 -70.2 -55.3 -67.2 -54.6 -66.2 -54.2 -65.2 -53.7 -64.2 -53.2 -63.2 -52.6 -62.2 -52.1 -61.2 -51.6 -60.2 -51.0 -59.2 -50.5 -59.2 53.0 53.0 51.4 51.4 50.8 50.8 50.2 50.2 49.7 49.7 49.1 49.1 48.6 48.6 48.0 48.0 47.4 47.4 46.9 46.9 46.3 46.3 57 -5Z5 -71.0 -55.9 -68.0 -55.4 -67.0 -54.8 -66.0 -54.3 -65.0 -53.8 -64.0 -53.2 -62.9 -52.7 -61.9 -52.1 -60.9 -51.6 -59.9 -51.1 -58.9 53.6 53.6 51.9 51.9 51.4 51.4 50.8 50.8 50.2 554.9 50.2 49.6 49.6 49.1 49.1 48.5 48.5 47.9 47.9 47.4 47.4 46.8 46.8 60 -58.2 -71.8 -56.5 -68.7 -56.0 -67.7 -55.4 -66.7 -65.7 -54.4 -64.6 -53.8 -63.6 -53.3 -62.6 -52.7 -61.6 -52.2 -60.6 -51.6 -59.5 NSF QNo• 77012 JULI or CC I50 NE 95 ST &4ZAMZ SHORES FL 33I38 16 AUG 2L ri LLJ LLJ Lij ce r cc - ES 1:1 66 LA APPRoVED BY B A T H BED KIT ps ° ~ � ° v�. ° °°°°° PRODUCT APPROVAL NUMBER: 19-0318.01 OPENING IDENTIFICATIONS: 1-2- .......... ..... .... . .... ...... .. .......... ............ .... ....... ..... . . MIA.MI-DADE COUNTY PRODUCT CONTROL SF.CTTON 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 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., 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 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 bd prov*140 d*tgt4e gsgr l ydeo manufacturer or its distributors and shall be available for inspection at the job site at the request &themOil6% Official. This NOA renews NOA # 18-0116.03 and consists of this page 1 and evibehte pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by 1V aq 0ChaV(fa,1'X. • • • • • • • • • • • • • • OA No. 19-0318.01 MIAMhDADE COUNTY • • • • Expiration Date: une , 4 • • • • • : : 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/#09-0310.05) 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., Inc. for their "Sentry Glas 0 (Clear and White) Glass Interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America., Inc. for their "Butacite PVB Interlayer", expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 & no financial interests, prepared by Al Farooq Corporation, dated 07/23/15, sieUd ft SeVOe y;JjvadAhmad, P.E. 2. Lab compliance as part of the aboye r4erNcad1eU!el3art. G. OTHER .... 1. This NOA renews NOA # 14-03aQ3.09�, expiring on June 10, 2019. 2. Test proposal # 07-3527 approval by j3CCO•.� • 0 `tti.,,., , , • • • 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 6tb 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", 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 (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 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•df ah*iZupi oqts:vipa door, prepared by American Test Lab of South Florida, Test Report 49(s). 4TCSF.030I1.01=15, dated 05/26/15, signed and sealed by Stephen Warter, P.E. • • • • • • • ' : .. ; 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' • • • . 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 6t1 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 ... . 0 0 . . NOA No. 19-0318.01 :.: Vxliratian Date: June 10, 2024 • .'. :•: :AArbv11 Date: April 11, 2019 E-3 SEE SEPARATE NOA FOR TRANSOM RATING AND DETAILS I-_-__ ---___ II — TRIBUTARY END LOAD FRAMEWIDTH LOWER DESIGN PRESSURE OF TRANSON, DOOR OR I TRANSCM MULLION SHALL CONTROL DESIGN PRESSURE­H--i /� II jl j AN) ANCHORS BE 1 FOR ENTIRE ASSEMBLY I I I;\�_ �� � 1 I� /• HJ II I I REVIEWED BY AHJ jl I � 5' MAX. j 13' MVC. HEAD/SILL I I I�cc _-_ -' i HEAD SILL A ��iy}r-_ 'L- 1 GJRNERS �_�_ ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSG SINGLE AND DOUBLE DOORS IN COMBINATION WITH SIDELITES USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. ALSO 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, SIDELITE 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 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTUFE. 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-METALUC 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. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF S-RUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDTIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. IN HVHZ ONE TIME APPROVAL FOR MIAMI-DADE CCUNTY TO BE OBTAINED, IN NON HVHZ SUCH PROJECTS TO BE REVIEWED BY AHJ (AUTHORITY HAVING JURISDICTION). / IIJJi / A4rVE 6 LEAF a \ II I I (B) SURFACE APPLIED FALSE MUNTINS MAY BE USED DOOR HINGES I ' SEE SHEET 2 �S FOR QUANTITIES 2' & CAPACITY 31 3/4' � I D 1. OPG. ate • • • • • • • I \ I 1 • S LOCK OPTION '2' SINGLE DOOR W/ 3 POINT LOCK + FLJSH BOLTS LEAF WIDTH SEE Op CHART ON SHEET 2 LOCK OPTION '1' SINGLE DOOR W/ 3 POINT LOCK SEE Dp CHART ON SHEEP 2 TYPICAL ELEVATIONS PRODUCTRENMED uce PWM with the Fbd& Etp141atitw Doh 1v. t: 0 11i Miaal Do Freduct CAffirm THES' DOORS ARE RATED FOR LARGE & SMALL MSSILE IMPACT. SHUTTERS ARE NOT REQUIRED. •RODUC IT REVINO "M-Pwm wM►1►r FTrrii rwALaz er Auspk allo-a16•o3 E4*atM• am Z c? ►tia•rr Darwol nt No. 7OSQ2 sS : i7 t May 8,2018Y STATE OF • Zy(/�: toJ�.V 7rowing no. W04-01 (4) ANCHORS AT MTG. STILE ENDS 75 3/4- — AT 3' O.C. FRAME WIDTH DOOR HINGES SEE SHEET 2 FOR QUANTITIES \ 73" MAX HEAD/SILL I AX 5" M. HEAD/SILL h CAPACITY /� j CORNERS ' I / ACTIVE I 111I \ IN-AV.141VE 1 / LEAF LEAF \ \ -- 1 __ N I IB MWAI-DARE COUNTY mw APPROVED MULLION i iv z SEE SEPARATE NOA Ir 29__ 29' U D.L. OPG. n TRIBUTARY END LOAD 36 3/8" AND ANCHORS TO BE LEAF WIDTH f — LEAF WIDTH REVIEWED BY AFU r L (3) ANCHORS AT MTG. STILE ENDS AT 3' O.C. INTO CONC. LOCK OPTION '2' DOUBLE DOOR W/ 3 POINT LOCK 4 FLUSH BOLTS SEE Dp CHART ON SHEET 2 TYPICAL ELEVATION L to Jc Z n 3 0� •' F i N ri Q IL S g 7 0 t �+ aX*¢M a 0aoo.pl It woo, •••••• CC z la J �Np' W24O • • • •• • •• • QW•it� 'PRODUCT REXVWEp 2 • • • • • li ANAdlplyi,.abowg.%h•• • � -AFxiI�Na {� 3( •may • • �. 0 0 • • • �. •Y ,p�1's";Y W E.:: M �j,• • • iTwu � Pndlla G•uuf V � � i4q � o o • •.••.• • • • w wr_o• • •''�D f REVIS j1 • • 3 H•i,•} Aarrnu,ce No ��-0116��3 o E1PIrvrMftWh-jLli�_!tG J 7N 0- w 4 o nrrT--rr� �L. � VCENBF'•. Q �,' i o i • .70S. = k 0 May8,2018r c :0 STATE OF (V`�� drawing no. W04-01 DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS DO bTH HEIGHT EXT. (+)I 'A' INT. - 2/6 2/0 _'/6 6/8 75.0 85.0 75.0 8&0 75.0 85.0 3/0 2/6 7/0 75.0 75.0 85.0 75.0 85.0 2/6 2/0 2/6 1 8/0 75.0 85.0 75.0 B5.0 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. 3 PONT LOCK SYSTEM AT ACTIVE LOCK 5 36' FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN CN INTERIOR. STRIKE PLATE 1-1/4' X 1/4' X 16-1/4' LONG BTTACHED WITH (2) P8 X 3/4' SMS j TWO-HANDED COMB HING EXTRUDED ALUMINUM BRIDGE 2 BY 'OESSE' (5) PER LEAF AT 6'. 12'. 35', 63-1/2' AND 92-1/2' FROM TOP OF DOOR 01 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 I 7/0 1 100.0 140.0 100.0 140.0 100.0 140.0 2/6 3/0 3/3 I B/0 100.0 140.0 100.0 140.0 100.0 140.0 DCORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCKS SINGLE DOORS: (OPTION /2) MANUALLY 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 \ / I \ / I \ / I \ \ 1 / \ i / DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE CUSS TYPE 'A' OR 'B' WIDTH I HEIGHT EXT. (+) I INT. (-) 75/0 6/4 6/8 75.0 75.0 75.0 75.0 5/0 6/4 7/0 75.0 75.0 75.0 75.0 5/0 6/4 1 1 8/1 75.0 75.0 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. OMIT EXTERIOR(+) LCADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFLTRATON RESISTANCE IS REQUIRED. LOCKS DOUBLE DOORS: (OPTION /2) ACTIVE LEAF: MANUALLY OPERATED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) p8 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. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART /02168 ATTACHED WITH (4) 18 X 1-1/2' SMS. SINGES DOUBLE DOORS: TWO-HANDED COMB HIND 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 801TOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM / PART / REQD. I DESCRIPTION WT£RIAL MANF./SUPPLIER/REMARKS 1 ER006 �ER012 AS REDD. DOOR FRAME 6063-T6 - 2 AS READ. DOOR LEAF 6063-T6 - 3 V21566 1/ LEAF DOOR BASE BOARD 6063-T6 4 VZ-1483 1/ DOOR FRAME SILL 6063-T6 - 5 - 1/ DOOR SILL BASE 6063-T6 - 6 YZ-1481 AS REOD. ASTRAGAL STILE- 7 VZ-1535 4/ LEAF GLAZING BEAD 6063-76 - e 2801 AS READ. _ I GLAZING GASKET EPDM DUROMETER 75f5 SHORE A _ 9 - 1 SHEAR CUP 6063-T6 - 10 1001/50 1/ CORNER CORNER. KEY ALUMINUM I MONTICELLO 11 0060OX 4/ LEAF HINGES_ ALUMINUM GIESSE 12 #10 X 3/8' 4/ HINGE HINGE NSTALLATION SCREWS - PH MACHINE SCREWS 13 - AS READ. BULB W'STRIPPING - 14 #10 x 2' AS REDD. ASSEMBLY SCREWS - HH SELF DRWNG 15 1#12 X 1-1/4 - FRAME ASSEMBLY SCREWS - SMS • • • • 73/16" HEAT STREN'D GLASS \ .090" Intarloyer Trwifol PVB CBy kuraroy Americo Inc.' 11t r3/16' HEAT STREN'D GLASS I w i m , ` SILICONE rGE SCS 2800 i ur SILGLAZE II ro • • •••• r-3/16* HEAVAN'D GLASS• • • \ ••: 100'••In•i toyer • CsonY)PAS 0000 eBy'Kura,y America• Inc. • 0000 3/16' HEAT STREMD GLASS ••�•• • • SILICONE • GE SCS 4800 • I SILGIAZE•II• • • • • LASS TYPE 'A' GLASS TYPE 'B' GLAZING OPTIONS •RODUCfREVIS" M LB100171q with the F'WW bw,dwL Cede Aeceptaace No -G I) •0 3 EApintiw u2w / 7 aM PrW.r+ NOTE: GLASS CAPACITIES ON THIS S-IEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 .�`�s PRODUCT RENEWED sid siding C,,& the f7er4dc Aaepteece No 19-031 •O Expiratioa Dete o 2� By 6f4yi�0a��---C�nll 1 Fia 70592 May8,20laC A �•. RATE 0.' LV F17 Z of 0� q� J.W x 0gA jrot 0ItyM OWa aOrx s QaooH it NN0 ,I N 1 J a zS,z' Growing no. W04-01 1BY TYPICAL ANCHORS WOOD BUCK - SEE ELEVATIONS IW -a FOR S°ACING e EDGE OPST. O I v TYPICAL ANCHORS SEE ELEV. FOR SPACING u IS HOLES PLUGS 4 I SEE SEPARATE NOA 4 IFn! FOR TRANSOM ,Ls_r�ltgyr RATING AND I ETAILS I n l I u I 4 u 11 II II I L------ `'------J I 1 _ II it /8 X 1/2" S -3" FROM ENDS AND 10" O.C. MAX (4) #12 X 1" SMS AT 2" O.C. MAX. AT CENTER OF SLL REDD. AT DOUBLE (XX) DOORS ONLY :PILL ANCHORS .E ELEVATIONS TYPICAL ANCHORS IR SPACING v y� SEE ELEVATIONS FOR SPACING METAL STRUCTURE Z ^ S p N q Q � oiY ,ill[ _ .� EDGE DI 3 o EDGE DIST. F W a Its z� CLj �y5 Y1 ty- N N rr ❑ � rn uai �% p Lira Y i % P `� yKj Y� O Z� �N 17�I� �_ 0ao¢8 Dy1�q� TYPICAL ANCHORS' .... Q W � � o SEE ELEVATIONS • • 9 2 p FF tY. I FOR SPACING j a O d WOOD BUCKS AND METAL STRAT"wi NDT BY EUF"E4 Q IZM a i MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSIIEM AND • TRANSFER THEM TO THE BULDN8 S:AtTURE. go a TYPICAL ANCHORS: SE *FOR jPACING .""0 u-KSI, Fy-155 O ' OL;p INTO 2BY O TURES • • • w k. • peg' 1-1 /2" MIN. PENETRATION INTO dbq (READ/JA0Sf . . * 7 �CI � Qg THRU 18Y BUCKS INTO CONC. Qf; �IfJ��S i as t-1/4" MIN. EMBED INTO CONGRETE.(HEI4D/JAMES) w t0 �� 1-1/4" MIN. EMBED INTO BLOCKS (J kt i D I -LADE COUNTY DIRECTLY INTO CONCRETE OR B OCKS IO+,ED MULLION }HiODUCFREN6WEO 1-1/4" MIN. EMBED INTO CCNCRGTf (HBAD/SILL/WAMB" tj q, 4 SEPARATE NOA yt complYi2g with the Fjmiit• w DP LIMB NOTE IN SHEET 1) au{dj.e Cad. lq Oil$ 0 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) m W OI 111 Z C a AeceP -T-i 1 O o t"m N. 3 EjMraU6°pue—��11c p2�} 1114 SMS OR SELF -DRILLING SCR EM (GRADE 2 CRS) t o s " a VO �� INTO MVW MI-DADE COUNTY APPROVED MULLIONS `_._, L ANCHORS sy OR �— LEY. FOR SPACING RU;.;wjU dtrr IComim INTO MEAL 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.) _o *RODUCERErG'1ffi0W (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) R R R u �Vky{gwith tht o 0 2 � boas Ctde � CRITICAL EDGE DISTANCEA.cPm_ 5 eceNaT`B-Oli u Cp�te:.L•�-1F( INTO CONCRETE AND BLOCKS = 2-1/2" MIN. u INTO WOOD STRUCTURF = 1" MIN. gKtd INTO METAL STRUCTURE = 3j4" MIN. WOOD AT HEAD OR JAMBS SG - 0.55 MIN. u,n CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. H ° `{ C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. ` No.70582 " ram: t -0 May8,2018Y� SEALANTS: -�'•, TATEoR kj`u� drawing no. F<oR10P.• l� W04—01 ALL FRAME AND LEAF CORWERS AND JOINTS SEALED WITH ��� •'•••.. • G �` AOSEL OR TEKNA 50729 S=ALANTS. %�Ss��NA�1��? `` sheet 3 of 5 1/4- MAX.' • SHIM TYPICAL ANCHORS / SEE ELEV.J o FOR SPACING i OC MIAMI—DALE COUNTY APPROVED MU SEE SEPARATE NOA `- II -------------- II I I SEE SEPARATE NOA II II FOR SIDELITE II t I RATING AND DETAILS j ACTIVE LEAF EXTERIOR (2) #8 X 3/4- O sMs 1 MAX. ;PACE METAL STRUCTURE TYPICAL ANCHORS -SEE ELEV. FOR SPACING LOCKS SEE SHEET 2 DOUBLE DOOR YRODUCi RENEWED m cowpiyo= with the F1.,Ws hurling Cnde Aeeepot.a No 19_ o3Yft.O� Etpintion M Do& viod t C"uw 0 MAX. < SHIM z n r 5 0� q� OR wcoo Buc / Q a S q a WOOD STRUCT}/fiE 0 o H ` °n cc N ago o ao m Da0a.4 0 'aC¢ W yuJ00000 J EXT. • • • •••• LL z • o jsit,��• • • • • • • TYPIC�L.AN ORS _ SE E1D/ Q w p 26 ICKS .E SHE��• • • • FO • •••••• • n_ •••• �y`''� Qevtasp � �pTY�K� WiY • • Alt FMi�1 • • � V �• 'FeOY� -�iii 3 • • w 7'i • w'eq • • z wi B -Wtt• �t Oivd•tl • C.•*Q tt -- w 0) I�• • .r :)OD BUCK N t>t�•A •,Li • • • •••• i0 �OZ om a w 'r 0 )RS Flo aIo .70M2 "• i ! MayS,2018�= drowing no. i '•, 87ATE OF Oj�� `�S; • FioRtor.• �� W04-01 0 3.937 — 7.070 1.815 1.634 11 J. 2.6: i - 1.772 0 DOOR FRAME 1.771 r- 2.830 3.673 1 , 1 2.047 — C DOOR LEAF 1.772 y 3.177 . 667 3.937 2.921 103 1 Lj I .080 I6 I�I_�4 .238� I'.043 F� 0 DOOR BASE BOARD O SHEAR CLIP .138 —r— 2.402 —1 � 1 .059 _ 17 1.764 .063 1.906 .571 L.1.772J. .591 C FRAME SILL `) ASTRAGAL STILE -� 1.000r p-1-2.00�0—j 1.000 loll .094 .846 050 1. 816 1.201 O SILL BASE O GLAZING BEAD PRODUCT RENEWED w C.-PIY49 wish the f 1or4a gddiaq Cod4 i4- 03 1 Acaytaaa No Eapin6oa Diu 1vvG 1D ay�- QUaaai Dads nii.:t Cwr� m o 10 Z n 3 0� qI of xala ` so`q o V IL �(Jy C O GHQ V 0, c O aoo I _ 0 4, F I••••• ZDa c LL • . • C---.--, I • • i ••• i o • N7� • • • Ld • • • U N M • ••••••0e••yv §1� • • w tn�9 t+•� .••• ZO I CiV�a V) •�� • • S W 31 iNO- a, W 7 0 .2 AueWa.re No�O e•r:..w 1Ya�e 3 W'�••' N.dr ➢rvpM Ce�bal �cer4aF-•.O i No.70M ' UfAay8.2018X 3JAM OF � �/j�� drawing no. S� �tortlup•���� W04-01