The URL can be used to link to this page

WS-19-157Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: 02/07/201 Location Address Parcel Number 58 NE 92ND ST, Miami Shores, FL 33138 1132060130030 Contacts Permit No.: WS-01-19-157 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: Approved 9FExpiration: 07/22/2019 MIGUEL & MERIDITH AMOR Owner 58 NE 92 ST, MIAMI SHORES, FL 331382812 CUNANO BUILDERS CORP Contractor ORLANDO FERNANDEZ 897 NW 132 AVE, MIAMI, FL 33182 Business: 3058284557 Description: REPLACING FRONT AND BACK DOOR TO IMPACT Valuation: $ 4,248.60 Inspection Requests: 305-762-4949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $3.00 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $1.00 Scanning Fee $12.00 Technology Fee $3.00 Windows/Shutters Fee $120.00 Total: $193.00 Payments Date Paid Amt Paid Total Fees $193.00 Credit Card 02/07/2019 $143.00 Credit Card 01/23/2019 $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, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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&yoreA I authorize thELabove named contractor to, do the work stated. Authorized Signature: Owner / Applicant / Contractor / Date February 07, 2019 Page 2 of 2 4 BUILDING PERMIT APPLICATION Miami Shores Village DECEIVED Building Department JA 23 19 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-8972 �`tU INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 1-�rr Master Permit No. V4 Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [—]PUBLICWORKS []CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOBADDRESS: 'C'� /J. 5 Z ST City' Miami Shores County: Miami Dade Zip: Folio/Parcel#: 1/ .3 Zo 6 --0/3 '-0y 30 Is the Building Historically Designated: Yes NO v Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): He�(1� A�-�r Phone#: 73Z- 6 -Y/ S-S Address:: I S� tv-%/� 1 Z 5� -t City: 1 t CGt &"i ��O res State: /�A ` Zip: Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: &J'V" C")02 Phone#: 3Dr--??"-?- qg-�' Address: /( 2. S S ST City: C.tP4; sState: P-L Zip: 33l 3 Qualifier Name: Of C( "7 c4D FLn) t4-Gf el Phone#: '9"C%s-y? State Certification or Registration #: C-& G / SI A F7 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: Value of Work for this Permit: $ YIqy I .6� Type of Work: ❑ Addition R I Alteration Description of Work: Rc 1 ,r IL-1-D— Specify color ofcolor ytthhru tile: Submittal Fee $ 60 : W Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Phone#: City: State Square/Linear Footage of Work: ❑ New ❑ I epair/Replace Training/Education Fee $ CCF DBPR $ Zip: ❑ Demolition CO/CC $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ is T 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 on 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. /1 _ Signature OWNER or AGENT / / CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ey Gyp 20 by f�i� d y of _ 20 QL{!f�dr `ho is personally known to VIrIC�./)iuNQ who is personally kno me or who has produced identification and who did take an oath. NOTARY PUBLIC: A / i Sign: Print: V I �GLv1✓ �.�!/ �-✓I �� Seal: **************** APPROVED BY (Revised02/24/2014) as me or who has produ identification and who did take an oath. NOTARY PUBLIC: c Sign: Print: fky YIGANY INTERIAN Seal: Notary Public - State of Florida Commission # FF 899913 My Comm. Expires Jul 21, 2019 Plans Examiner Structural Review as .tiPav'a"�a, YIGANY INTERIAN Notary Public - State of Florida « : Commission # FF 899913 *°a* MAY**'*9i1*A�9 Bonded through National Notary Assn. Zoning Clerk 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). Z--) Acknowledge nt: /f Qualifier/O ner Si ture Date Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than 1 x), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 Property Search Application - Miami -Dade County Page 1 of 8 Address Owner Name Folio SEARCH: 58 ne 92 Suite Q Back to Search Results PROPERTY INFORMATION Folio: 11-3206-013-0030 Sub -Division: MIAMI SHORES SEC 1 AMD Property Address 58 NE 92 ST Miami Shores, FL 33138-2812 Owner MIGUEL AMOR MEREDITH AMOR Mailing Address 58 NE 92 ST MIAMI SHORES, FL 33138 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SO Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area https://www.miamidade.gov/propertysearch/ 12/ 19/2018 Property Search Application - Miami -Dade County Page 2 of 8 Living Area Adjusted Area 1,253 Sq.Ft Lot Size 9,675 Sq.Ft Year Built 1951 Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison https://www.miamidade.gov/propertysearch/ 12/ 19/2018 Property Search Application - Miami -Dade County Page 3 of 8 Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year ]] 2018 2017 2016 Land Value $241,547 $241,547 F $241,547, Building Value $173,666 $97,784 $98,523 i i Extra Feature Value $13,551 $13,720 $13,889 I Market Value $428,764 $353,051 $353,959 Assessed Value $428,764 $191,684 $187,742 TAXABLE VALUE INFORMATION 2018 2017 2016 ......... COUNTY Exemption Value $50,000 $50,000 $50,000 I Taxable Value $378,764 $141,684 � $137,742 ; SCHOOL BOARD Exemption Value $25,000 $25,000 $25,000 Taxable Value $403,764 $166,684 $162,742 `€ _ _.. CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $378,764 $141,684 $137,742 p REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $378,764 $141,684 $137,742 BENEFITS INFORMATION I Benefit Type 2018 2017 2016; Save Our Homes Cap Assessment Reduction $161,367 $166,217 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). FULL LEGAL DESCRIPTION https://www.miamidade.gov/propertysearch/ 12/19/2018 Property Search Application - Miami -Dade County Page 4 of 8 MIAMI SHORES SEC 1 AMD PB 10-70 I W1/2 OF LOT 5 & LOT 6 BLK 1 LOT SIZE 75.000 X 129 I OR 19722-2851 06 2001 1 SALES INFORMATION Previous Sale Price OR Book -Page Qualification Description 08/21/2017 $570,000 30675-0418 Qual by exam of deed 06/01/2001 $255,000 19722-2851 Sales which are qualified 11/01/1999 $205,000 18855-0279 Other disqualified 08/01/1999 $157,500 18739-3702 Other disqualified 01/01/1996 $124,000 17064-4673 Sales which are qualified 06/01/1994 $0 16411-0510 Sales which are disqualified as a result of examination of the deed 03/01/1993 $0 15845-4543 Sales which are disqualified as a result of examination of the deed 08/01/1992 $0 00000-00000 Sales which are disqualified as a result of examination of the deed 10/01/1989 $97,000 14314-2143 Sales which are qualified 08/01/1986 $89,900 12981-1901 Sales which are qualified 04/01/1980 $78,500 10733-1269 Sales which are qualified 05/01/1977 $65,000 00000-00000 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. Previous Own JAMES WYAT 2018 2017 2016 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-17.5, R-18.5 1000 - SGL FAMILY - 2101-2300 SQ Front Ft. 75.00 $241,547 ' BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1951 1,230 $170,478 1 2 1998 23 $3188 EXTRA FEATURES Description Year Built Units Calc Value Patio - Brick, Tile, Flagstone 1997 1,238 $10,894 https://www.miamidade.gov/propertysearch/ 12/19/2018 Property Search Application - Miami -Dade County Wall - CBS unreinforced 1997 ADDITIONAL INFORMATION Page 5 of 8 810 $2,657 The information listed below is not derived from the Property Appraiser's Office records. It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R20 - Existing Land Use: 10 - SINGLE-FAMILY, MED.-DENSITY (2-5 DU/GROSS ACRE). Government Agencies and Community Services I OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust i City of Miami Shores Environmental Considerations Florida Department Of Revenue i Florida Inland Navigation District PA Bulletin Board 3 Non -Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector 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 For inquiries and suggestions email us at http://www.miamidade.gov/PAPortal/ContactForm/ContactFormMain.aspx. Version: 2.0.3 EXEMPTIONS 5 BENEFITS https://www.miamidade.gov/propertysearch/ 12/19/2018 Property Search Application - Miami -Dade County Page 6 of 8 Deployed Military Disability Exemptions Homestead Institutional Senior Citizens REAL ESTATE 40 Yr Building Re -Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns More > More > More > https://www.miamidade.gov/propertysearch/ 12/19/2018 Property Search Application - Miami -Dade County Page 7 of 8 PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership & Title Declaration of Condominium More > ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability More > TAX ROLL ADMINISTRATION Appealing your Assessment Reports https://www.miamidade.gov/propertysearch/ 12/19/2018 459 �-re� a 1'E- OSb3 , o G Mlam► Shores gPPROVED f3Y� — r � ZONING DEPT BLDG DEPT SUB,IECT TO COMPIANCE \°IITH At L F t STATF ANn , t 7Y nUI FS JAN 3 20 BY • v License Florida No 60157 58 NE 92 ST 525 SW 63rd Avenue, Miami FI MIAMI SHORES FL PHONE (786) 380-0734 IASCE5-10 )ata: Exposure Category = C •••• Category = II • Enclosure Enclosed/P rtially Enclosed nr Ln; • • « z .•• • •.•. • Basic Wind Speed V = 175 mph he z • • 04. N ;� •••• • • • •.. • Topographic Factor Kzt = 1.00 N N L! • • a ri• • Directionality Factor Kd = 1.00 04_0 • • ' • •' • • • Internal Pressure Coeff. GCpi = t 0.18 a 4-9 ' ; .. ` ' • • • • Building Height to Ridge hr = 18 ft B 4 • • • • Building Height to Eave he = 10 ft • • " ' • • Building Length L = 50 ft Roof Slope, O = 18 Degreeg' " ease:* Building Width B = 35 ft Mean Roof Height, h = ; "I1'; ft • • Panel 39 x 81 in • • • • • • • •••••• Panel 2 33 x 8 TI in tv Prpssura• • • • • qh =(0.00256 Kz Kzt Kd VZ psf)xo.6 = 41.50 psf Where qh = Velocity Pressure at Height H in psf Kz = Velocity Pressure Exposure Coeff. At Height z qz = Velocity Pressure at Height Z in psf C&C Wind Pressures: p = gz[(GCp) - (Gcpi)] psf a = edge strip=Max[Min(0.1 B4O.1 L),3] = 4 ft Wall Member Effective Area sq ft Z ft Kz qz psf GCp positive GCp negative Zones Zone 4 Zone 5 Panel 21.9 15 0.90 42.34 0.94 -1.04 -1.28 Panel2 18.6 15 0.901 42.34 0.95 -1.05 -1.31 ZONE 4 ZONE 5 positive negative positive n ative Panel 47.41 -51.64 47.41 1 -61.79 Panel 47.95 52.18 47.95 1 -62.87 MIAMI,'DADE MIAMI—DADE COUNTY, FLORIDA LS:L' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. 8501 NW 90`b Street Medley, FL 33166 9000 SCOPE: • • '•.••' ••..•• This NOA is being issued under the applicable rules and regulations governing the use of coacfruction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—Ptednot•Controi SeM ion to... % be used in Miami —Dade County and other areas where allowed by the Authority Having Juiisd;cOon (AHJ) 4, :0000: This NOA shall not be valid after the expiration date stated below. The Miami —Dade. Cb11%y Prcftt "Qontro) • Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade Counll T reserv8 th6'right 0 have this product or material tested for quality assurance purposes. If this product or mate �aZ Is to pe;fonri igo 00n thee : 0 accepted manner, the manufacturer will incur the expense of such testing and the AHJ AqX �gimediately revoke, .- modify, or suspend the use of such product or material within their jurisdiction. RER r*er0es:the right tq revokes . . . ; this acceptance, if it is determined by Miami —Dade County Product Control Section that this product orhi'dt*e,1&I fail � • • • to meet the require • • • • • Thi,pre is approved as described herein, and has been designed to com e Florida Building Code, mg e High Velocity Hurricane Zone. Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. FD-2003 Rev G, title a o ooe% sheets 01 through 06 of 06, prepared d 12/12/02 and last revised on Nov 21, 2017, signed and sealed omas s, E., bearing the Miami —Dade Coun uct Control Section Renewal stamp with !MLISSILE f eptance number and Expiration date by the Miami —Dade Cou Product Control Section. IMPACT RATING: Largeand Small Missile Impact Resistant: i Pressure (DP) charts VS do mg in sheet Z. See lock option VS DP in sheet 3. 2. See glazing details m s eet 5. For the glazing detail #2 (The 1/8 temp lit is or at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #17-1212.09 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as w 11 as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. NOA No. 18-0503.06 Expiration Date: June 05, 2023 \oval Date: June 07, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS .... 1. Manufacturer's die drawings and sections. • . . .... ...... (Submitted under previous NOA No. 11-0202.03) • 2. Drawing No. FD-2003, titled "La Porte —Impact French Out —Swing Door.,.sheeV0T•througb...;. 06 of 06, prepared by the manufacturer, dated 12/12/02 with the lates;mision ' ", dated • 04/15/15, signed and sealed by Thomas J. Sotos, P. E. "•" • • . . ..... B. TESTS • • • • • • • • ...... 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 203•--94 ;. �; • • • • • • along with marked —up drawings and installation diagram of aluminum 00swing French doot,....: prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HET-11�� issued • on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. I1-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI49-2623, HETI49-2645, HETI-09-2624 and HETI49-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, 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 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1896 A, HETI44-1896 B and HETI-04-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI42—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Is aq I. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E — 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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•4564 •. :""' ....;. 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202.94` • • • along with marked —up drawings and installation diagram of aluminurx'OuTswingFrentb doof, • prepared by Hurricane Engineering & Testing, Inc., Test Reports 96'HET]-Vl 1253; : * * - HETI42-1726, HETI-02-1728, HETI42-1736, HET1426-1742,.V%TI-02„ .. 1763 and HETI42-1765, issued on 01/14/2003, all signed and se;lff(tby RafaelC. Droz— .' Seda, P. E. • (Submitted under NOA No. 03-0219.01) • ' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of conformance, no financial interest and compliance with the FBC- 2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) Ishaq t Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NOA No. 11-0202.03) • • 3. Laboratory compliance letter for Test Report No. HETI-11-320f. aSsled by H*l*jmcane • t o • Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Cwv4idopF. ForV,1P.T. ....% (Submitted under NOA No. 11-0202.03) '"• •. 0 • 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo . garclso. :'. to ' .. ... ......... .... (Submitted under NOA No.10-0128.04) • ...... 5. Laboratory compliance letters for Test Reports No.'s HETI49-26229.•..' ' JJ�'9149;.. •. • 2645, HETI49-2624 and HETI-09-2646, issued by Hurricane Engtioii;g & Testing, Inc., to dated 10/22/09, signed and sealed by Candido F. Font, P. E. • • • • • • • (Submitted under NOA No.10-0128.04) • 6. Laboratory compliance letter for Test Reports No.'s HETI-04-1897, HETI 4.1896X HETI-04-1896B, HETI44-1377, HETI-02—T095, HETI42—T090, HETI-02-1253, HETI-02-1726, HETI42-1728, HETI-02-1736, HETI-02-1742, HETI-02-1763 and HETI-02-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors — L.M.I.", approved on 06/06/13 and expiring on 06/05/18. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out —Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6t'' Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Ch nda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.(Former E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (61h Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 1. This NOA revises # 14-0908.07, expiring 06/05/18. 3. New Evidence submitted. • . . .... ...... A. DRAWINGS ...... : • • • • • • 1. Drawing No. FD-2003 Rev G, titled "La Porte —Impact French Out—Swing=or", sheets,,01 ; • • • through 06 of 06, by the manufacturer, dated 12/12/02 and last revised on Nov 21., 2017; • • • •: prepared signed and sealed by Thomas J. Sotos, P. E. "" • 000 • • • • • Note: This revision consist of "No change". • : 00 :00:0: 0• B. Test 1. None. • • : ""' . .. . . • • ...... C. CALCULATIONS ' ' 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file #17-1212.09) 1. Statement letter of conformance to FBC 2017 (0 Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Lab compliance as part of the test report. G. OTHER 1. This NOA renews NOA #17-1212.09, expiring 06/05/23. Ishaq . Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-4 IMPACT FRENCH OUT -SIZING DOOR BILL OF MATERIAIS iTBY / DRW'Q PART / REQM DESCRIPTION RRMARsa I. L-901 LII-098 I FRAME HEAD 6063-T6 ALUMINUM 2 L-902 LII-097 I FRAME SILL 6063-T6 ALUMINUM 3 L-903 LII-090 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 LII-092 2x panel PANEL TOP L BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 LII-091 1 x panel HINGE STILE - 6063-T6 ALUMINUM 7 L-905 1.II-094 1 x Panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 LII-095 2 x panel TOP L BOTTOM RAIL ADAPTER 6063-TS ALUMINUM 9 L-911 LII-085 AS REWD. 1/4 ROUND ALUM. HEAD - 7/16' 6063-T5 ALUMINUM IO L-912 LD-087 AS RECT 1/4 ROUND ALUM. BEAD - 3/8' 6%3-T5 ALUMINUM U FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VVS-001 TP 3286 AS REWD. Bulb Vinyl Vts'p.-Tea, Plastics, Inc, See Material Conposltktn at Sheet 6 13 PWS-001 AS REOD. VTS'P. B TOP/BOTT. RAILS Schlegel FS - 487'w. X 210'h. 14 PVS-002 • AS REBD. VTS'P. a FRAME HEAD L JAMB Schlegel PB - .187'w. X 330'h IS L-910 LII-009 2 x panel STRIKER MOUNTING PLATE 6C63-T5 ALUMINUM 16 . F13-619 FD-619-1 2 x panel STRIKER PLATE 6063-TS ALUMINUM 17 FD-631 1_II-086 AS RED➢. GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT M TOP L BOTTOM OF LOCI( STILE) 19 F➢-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET KVIKSET - Series 690T COMBO 20 FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO 21 FD-621-2 HC-024/025 1 SET DOOR LDCK / DEAD BOLT SET DEFIANT - Series 831 COMBO 22 a FS-035 AS REg'B Fr.re Install. Screw - Head (See Notes at sheet 4 of 6) 23 FS-035 AS REQ'D. Fr- Install Sc.... Jaeb/SIII (See Notes at sheet 4 of 6) 24 FS-026 a FRAME ASSEMBLY SCREW #12 X 3/4' PH. -PHI. 25 FS-012 AS REO'a JAMB ADAPTER SCREW #10 X 3/4' P.H.-PHI. 26 FD-634 LII-171 AS REQ'D. 1/4 ROUND ALUM. BEAD - 11/16' 6063-T5 ALUMINUM 27 FS-043 8 GLAZING ADAPT. ATTACH. SCREW F8 X 1 1/4' FK-PHI. 2e FS-049 2/Panel Double Rai, Assembly Screw 3/8'x2 1/4' Hex Screw L Nut 29 ° AS REWD. NEUTRAL CURE SILICONE Schnee -Morehead SM-5731 30 AS REQ'D. NEUTRAL CURE SILICONE Dow CcrNmg 899 31 AS REO'D. NEUTRAL CURE SILICONE Tr..co S-500 32 a AS REQ'D. Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus 33 w AS REQ'D. L.N-ted Glass see Pg. 5 Dupont - PVB 34 AS REQ111 L-1-ted Glass see Pg. 5 Soft.. - PVB 35 HC-002 2/Panei PANEL ASS'Y ALUM PLATE i 1/ex 2'x 1/6' (6063-T5 ALUK) 36 HC-004 2/PaneU Panel Ass y Full Lenght Rod 3/8'Na 20D Rod, Plate, FlanG. Nut 37 FS-011 8 HINGE ATTACHMENT SCREW 010 X 3/4' P.M. / PHI. 38 FS-044 12 SIDELITE ATTACHMENT SCREW #10 X V PH/PHIL. - (17' DC Max-) 39 HC-D06 52PPOSORG14.6/Jamb 1/2' Diu. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 40 HC-007 62FP087BGII 2/Panel 7/8' Dia. Note Plug - Nylon 6-6 MICRDPLASTICS - Rockwell M-79 41 ■ HC-010 1/BOLT FLUSH BOLT SRI. Plug - Nylon 6-6 SUNCUPLASTICS Inc. Rockwell M-79 42 L-913 LH-086 AS REO'D. 1/2 ROUND FALSE ALUM MUNTIN 6063-T5 ALUMINUM 43 AS REQ'D. INT FALSE APPLIED MUNTIN 125' X .022' STUCK ALUMINUM 44 L-915 F➢-623 AS REQ'D. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 L-916 LII-117 AS REO'0. FRAME LOW SILL - OPTIONAL 6063-TS ALUMINUM 46 FD-635 HC-050 1 TWO -POINT FLUSHBOLT LUCK OPTIONAL ( FOR */- 76.0 psf DP) 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE I 1/2'k 1 1/2'x 1/8' Alum 6063-TS 48 FD-627 F➢-627-1 2/Panel 2-Point Lock Dolt Guide ANGLE 3'. 3'. 1 1/2'x 1/8' Alun. 6063-T5 49 M w AS REQ'D. Joint Sealant- White Colored 'Purvis Co.' Super Seal 50 F➢-638 HC- 1 SET LOCK ACTIVE HANDLE L TRIMSET ASHLAND #W52OlA-A 51 FD-637 HC- I SET MULTI -POINT LOCK ACTIVE ASHLAND eV51t0-STACT5 Se FD-640 HC- 1 SET LOCK PASSIVE HANDLE L TRIMSET ASHLAND eV52C1A-P 53 FD-639 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND RV5110-STPAS4 54 F➢-641 HC- 2 x panel Multi -Point Lack Bolt Guide NYLON 6-6 Rockwell M scale 79 55 w FS- 4/Guide olt Guide Attachment Fastener #6 x 1/2' PN./PHIL, 56 F➢-642 HC- 1 x Lock Lock Top Mount Adapter NYLON ADAPTER 57 FD-643 HC- 1 x Lock Lock Bolton Mount Adapter NYLON ADAPTER iiii Cl ASN&W40 ale flytftwith 4wIll Beidi_Cad lL-o5 A-ptanre Na LaptraOAa peyt.T wi ✓iR3Yati - f t•�� 145 1/2' Max Unit Wklth Siclellte s.ma aaahar .PAan6 Swing PonN WV As AM Panel Vidth ( 33 13/1 rnx. ) A (35 3/16' max.2 A 5' 8 5 1 h�tnQ le ' SEE ALTE1tNA1E BOLT 25' OrrrINS 3 AT SHEET/ 6 \ Max, DLO Widt N J ` r S Active Inactive \ _ 0 xZ x3 =m a` o S �" EJ y 1F 2021 6 1/2' o c a Sidelite \ deao-bdt / ate. Q T 6 v YL2 O X T 5 -oL I D B RAIL SEFJ/ MATE aOLT Side ite OPTION AT SHEET °_f_ 1 3 bottom 8' -9.7 5 5 6' 1�%/a, 6• 3�/4 1/4 6• 6• t/4 BEET 1 OF 6 FOR (nt sidetlte) 3/A 12 ac oz. 14 1/8' /4 5 3/ 5' T ANCHOR NOTES: 1. SEE ELEVATION AT 5 ANCHOR O.C. MAX. SPACING AND LOCATIONS. active paneD i-Alve pnne0 BDM 2. SEE SHEET 4 OF 6 FOR INSTALLATION Some anchor spadnB HERS TYPOR FAS3. "OXXO" EXTERIOR ELEVATION at `Tame heed & °ill SAME SPACING ®FRAME HEAD &SILL. NOTES: IL). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTES: 2). QUALIFIES UNITS WITH AND wITHOUT SIDFj1TES 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-Sth EDITION & 3). MAY. FRAM SIZE 145 1/2"w Y 95 3/4"h. OYXO 2017 - Nth EDITION). 4). EICf do INT FALSE COLONIAL MUNTLN APPLIED W/SILICONE. 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF FBC CODE. 5). QUALIFIES SINGLE OR DOABLE BOTTOM BARS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6). MAX DAYLITE OPENING WIDTH = 25" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 7). MAX* DAYLITE OPENING HEIGHT = 83 1/8" 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET Iof6 FOR MAIL ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 9). All DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 30). NO HURRICANE SHUTTERS ARE REQUIRED 5). SEE NOTES 0 SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS MODUCf REY6PFa ARE NOT PART OF THIS APPROVAL u6mapb4a`witb tfe F1.4" LIMITATIONS: BaNI°•C°d° 212.a5 AAaaptaaa No 17-1 1). MAX. DP - 186 PSF W/ (4) Surface Bolts & Glass Types A. B. C & D. R-*Pdaa O°te-%111 A- a� T�i$ (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. OP = 176 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts at Inactive THOMAS J. 3�TJi6 w • • • • 4 ),e, �. 1, 4....�� 3). MAX. OP - t76 PSF W/ Flat Sill & must be used where water infiltration is not required or opening is by overhang ratio greater than one. PROFESSIONAL C FL LTC. / 55G • C • • • protected 4). MAX. DP=//t,91B86 P[PSF��pp//WT/ Multi -Point L(o/7ckkk ((II-active)+(1-passive) at Inactive 5yq j �i • vi•Rd ! ctaplF w,(/ FBC200a & added lJ 8501 NW 90th St. ID*dkted claw VA/2V10•• MEDLEY, FLORIDA 33166 Ashland Mult-Point Lock 01/27/Ll INDUSTRIES, I C _ (305) 696-8660 ME to comply w/ 2010 FBC J(ANIIPLCTE11trR OF QUALITY ALUMINUM 17NDOWS IND CLASS DOORS to comply w/ 2014 FBC ". ..__.. cv.� r,m aWwe ` s.. -/N rasa sA".e C ply w 7 FBC NOA APPROVAL r..e IMPACT FRENCH DOOR I OF 6 aeon Ends � X7't; "La Porte" Impact" French Out -Swing Door 'f °� Ne`laoa Bras` I 0/1; a.t.a. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FO-2003 I— G .0 7/8' Res Wt Width SEE ALTERNATE S Paf�iel width OPTIONS AT 5 C 35 3/16" mna�i I A If__ II I Rax 2D idt G II II D I, II II m II I II H � a Ac lve j// I x E ' SEE ALTERNATE BOLT 7 IONNS AT SHEET "OXO" ELEVATION 145 12' 11- Unit Width SEE ALTERNATE BOLT SWetlte OPTIONS 6 AT SHEET Sring Panel Width P_,A Width l 33 13/16' mox. > A C 35 3/16' max. S II J II- ` 25 Max WIdt 00 ao GI DTI, EII \ DII � n mS II II II 4= a II II II II ctill a I m a ° � a ctive rT__I P _ _ _ __ __ _ SEE TtNSBOLT OPTIONSS AAT SHEET EP J of 6 "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2. FASTENERS T4YPOF 6 FOR INSTALLATION 74 1/2.' Max Unk 11dth 38 3/8' Max 38 5/8' Nax IIrY{ Width L"I Width Side'ad SEE ALTERNATE 801.T 3PnO6 AT S�Iff �• Panel Vieth A 3P t085 A7 SHEET 3 of e C 33 13/1 mn x. 23 ImViet a IIMax. II i II Ac�je D I II 1 1 z A I = N 1 I N FV M- L V O I O @S a° 2: Act/1've ti s m DRY%E o x ® II I E \ H \ 1 � 1 NSTIERASEE T ASHEET TE T OPTIONS SHEET T OO 3af 6 3of 6 "OX" ELEVATION "X" ELEVATION "0" ELEVATION APPROVED CONFIGURATIONS NOTES 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. ® lRODUCT iuktw4M Wft lYefllatlr Cft a Atsephaae Ns 1 ff • G SD o6 t1.mtIoa Oak 6 'tom. IROWiti'R} ' I gy L.� •L.L...«.�' vuw gab � �°pMYttreiFxWs - 2/1 •O� N WhE CaFl:► rI,*. F .i tlaf< ® CaaNa! DIGWEER • • • • • • • • • �5225 • • • • • • • � ti,/�P • • �i oa•NoM: • • • °I d c pI JF2C2 7 At added ' f • ••'66rls Ashland Malt -Paint Lack %1�27/11 •� * "•�, Revised to comply w/ 2010 FBC J ReYfaed to comply w/ 2014 FDC • _= ReTleed to comply w/ 2017 FHC OF• '(V�� • N�aon Eraz� •ll/�1/17 • • Neleov FYaz9 W31//�12 10 � ��i •• • • • • .6-0 a.te. ��- 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "LaPorte" HMPACT FRENCH OUTSRING DOOR - DESIGN IDAD CHART ACTOAA S¢H PARES �YH/BE[GHPAMB ND"', OF ANCHORS OP GLASS TYPE "A' k 'H' +/-(PSF) YAN81. •ID ACYDAL S1Y9 (IXCH3) DP ( PSF ) GLASS TYPE "D" +/-(PSF) GLASS TYPE C. +/-(PSF) GLASS TYPE 'D' +/-(PSF) 1GDiH • REIGHT wlDTB • ' ' ' 77' 5 +86.0 11 3/16' +76.0 +76.0 _+76.0 5 +86.0 17 3/16' +76.0 +76.0 +76.0 5 +86.0 23 3/16' _+76.0 +76.0 _+76,0 5 +86.0 29 3/16' +76.0 +76.0 _+76.0 5 386.0 31 3/16' 276.0 t76.0 376.0 5 +86.0 35 3/16' + 6.0 +76.0 +76.0 ' ' ' ' 93' -6) t1/4' 6 +86.0 11 3/16' _+76.0 +76D +76.0 6 +86B 17 3/16' +760 +76.0 +76.0 6 +86.0 23 3/16' +76.0 +76D +76.0 6 ±86.0 29 3/16' +76.0 +76D +76.0 6 +86D 31 3/16' +76.0 +76.0 +76.0 6 +864 1 35 3/16' +761 Q PARENfHE51S ININCATES / OF ANCHORS"AT FRANE 18. oNwrn, w� LAS 'l11 C MEDLEY, FLORIDAt I33166 IN S FZ1 EM; INC- (305) 696-8660 MANUFACTURER OP BUALIIY ALUMINTIIf IFIN IVS AND CLASS DOORS N_0A ow.x - Ct•r: ProA JPAC1 : sRENCH DO Tf+.n� 6a.•e NOA APPROVAL IMPACT TRENCH DOOR 2 OF 6 "La Porte" Impact" French Out -Swing Door muxe.r: I--1 A - FD-2003 I.- L.wt G 1 1/4• -5/16' TAPCON W/ 1 112' MIN EMBED. (SEE NOTES BELOW FOR SPACING) 2 x (P.T.) WOOD BUCK _1/4' MAX SHIM TYP. MULLION Sidelite ':r DL❑ Width 4-4 14 I N F Panel Width --i MIN EMBED. O O TYP 18 46 Active Di'fERIOR SIDE OT1t7808 SmE Imctive Active Inoctive O \} 18 `j 18 / EXTERIOR SIDE / ET7ElOOR SIDE E3 L.—J E4 L_ J LOCK STILES WI OLT LOCK STILES WITH TWO -POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE v 5 36 2 ` ` 13 12 22 2' Sill SILL Height '' •� ,, 1 MIN EMBED. DJT0 3500 PSI CONC. (TYP.) 5/16- ELCO TAPCON W/ 1 1/4• 11/2' MIN EMBED (YIN. EDGE DCST) (SEE SHEET. 1 OF 6 FOR LOCATION AND SPAC/17 a 0 — I'd,TAIT. PttADUC1 dL"W4019 se _FI)l4 wkb •rt 91"10 eaalaE Cade AaaFfu«Ne 1 dsei•OC ifplralioa Bale 'S ry ISL,� � • L �^-L- M,�I�Si/I Active I I I 1 I I 6- 5/16' TAPCON W/ 1 1/2' MIN EMBED. INTERIOR SIDE 1 x (P.T.) WOOD BUCK SEE ELEVATION AT (SEE NOTE 3, SHEET 1) SHEET I OF 6 FOR SPACING LOCK STILE 3 4 3 15 16 MULLION JAMB 7 Innctive 6 12 6 17 6 38 36 17 Sidelite 12 23 11/4' s 1R �-. _ Edge )�stnnce lJ — — 11 — — 1/4• E EXTERIOR SIDE O C2 MAX S "Oxxo" UNIT WIDTH TWO —POINT MULTI —POINT MAX. DP = *76 PSF MAX. DP = t86 PSF OPTIONAL LOCK DETAILS • I_ I +. MIN EMI (TYP.) ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. # 18 R IB 2. SEE SHEEP 4 OF 6 FOR INSTALLATION FASTENERS TYPES. 3 \ YNft sei*AEes elEe. Active Inactive ash anv No /-f1JZ• 5 17 3) OPTIONAL BOLT ®TOP RAII. *Wee-J DrrE�oR SIDE os Sms / 1• Active Inactive `no' Pr•fto 5 E3 / 13 as ,r 12 1Heighy�(il 1e # 16 (*) OPTIONAL SILL :; �ti%"•%� '^.41 �'MIN'EMBED. INTO 3500 PSI CONC. (TYP.) ELM TAPCON W/ 5/1/2' OPTIONAL BOLT 0 BOTTOM RAIL I 1 /4• 1 MIN ENBED.l6' „1 1 ( SEE DETAIL E3 FOR MOUNTING LOCATION) BOLT (MIN. EDGE DIST.) 23 (�I FLAT SQ.L NOTE: FLUSH & TWO -POINT LOCK LIMITATIONS: DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAX FRAME HEIGHT. 1). MAX. DP = t86 PSF W/ (4) THIS TYPE OF SILL IS LIMITED TO t/- 76.0 psF DESIGN LOAD AND Surface Bolts & Glass Types A, B, & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 2). MAX. DP = t76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF • La•k (oa♦ive) -(2) jyjace Bolts ® Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL • WHERE THE DOOR IS LOCATED. • d-. (il �• A Wd tj a�pl w FRC2 ; 8 added � / 8 V �/ K ®I 8501 NW 90th St. __!y :� •� In�Tt�ted C�aae 0?10 • • ..1LL��... b' MEDLEY, FLORIDA 33166 i67Ct7 � * M Ashland Mnit-Potnt Loc1( 01/27/ll INDUSTRIES INC. (305) 696-8660 C Revised to Comply w/ 2010 FBC A(ANUFACITlRSR OF QDALI77' ALUA(DMM WINDOWS AND GLASS DOORS it Revised to comply w/ 2014 FBC l>" O� • d W comply w/ 2017 FBC NOD. APPROVAL IMPACT FRENCH DOOR D OF 6 P �•'2• "�� Ndlson E—sip t"A el/•1/17 "LaPorte" Impact" French Out —Swing Door RA `` • mow" • NeleoT• Rru• 101 • 12 • • • • • to e.>w..=. FD-2003 n— t ' 0 • • • • • • • • • • Is • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16' TAPCON V/ 5/16' TAPCON W1 I I/ ' HIM EMBED. 1 112' MIN EMBED. SEE 2 BINTERIOR SE I x (P.T.5 WOOD BUCK SEE ELEVATION AT SHEET I OF 6 FOR SPACING BELOW FOR SPACING ID 1 x (P-T ) WOOD B" (SEE NOTE 3, SHEET D (SEE NOTE 3, SHEET 1) INTERIOR SIDE INTERIOR SIDE 3 LOCK STILE 3 • LOCK STILE 3 JAM 19 20 21 19 20 21 LOCK STILE JAMB B 19 20 21 29 30 31 6 46 18 6 7 15 39 12 6 17 7 7 39 Active 7 36 Inactive Active 1/4 4 - W I ITYP. IA TYP. 9 10 E D(ST.); (EDGE 18 9 7 17 0 36 7 12 7 G2 H2 E MAX SHIM L J @�@ i 0 1 �, j EXTERIOR SIDE UNIT WIDTH MIN EMBED UNIT WIDTH EXTERIOR SIDE(TYP') EXTERIOR SIDE 50 51 INTERIOR SIDE TYP. m 5/16' TAPCON W/ 5/16' TAPCON W1 LOCK STILE 3 huWA9 a." tis 56 57 1 1/2' MIN EMBED. 4 Aoft[AA.N. 0�iZ -o L� MIN EMBED. 1/4' MIN. NOTES FOR SP ING) EDGE DIST SEE NOTES FOR SPACING 19 20 21 MULLION INTERIOR SIDE Kapkimilft lks. I Active 7 TYP E LOCK STILE 2x P.T. WD. 1 1/ Him ISxE(P.T.) WOOD BUCK 29 30 31 46 38 6 IIN BUCK (SEE E NOTE 3, SHEET 1) NOT 3 ATTYp pmftd 12 E• TYP SHEET f) Active SIOICLIte 17 1/4' MAX. (D-- 1/4' MAX. SHIM TYP. EXTERIOR SIDE HEAD SHIM TYP, HEAD 0 44 44 2 9 10 O 13 2 13 1214 12 8 EXTMD SM elite '12 Attht Screw O ScW 0 e.ch . P jb., totol per Mdelite INTERIOR SIDE 50 51 INTERIOR SIDE 2 53 9 10 P4111111inc7 *srd4.WW LOCK STILE5 56 ID 0 EXTERIOR SE n 43 =C nr Aceept...N. 1 Active 7 g---( 43 j(Dinactive z < Q_ I INTERIOR SIDE 17 EXTERIOR SIDE EXTERIOR SIDE 12 @ 5 2 2 THOMAS J. SOTGS PROFESSIONAL EPOWEEM9 0 0 LIC - 26 8 0 0 0 INSTALLATION FASTENERS NO "IX BUCK* MINIMUM REQUIRED FASTEN HEAD: 5/1 6" X 3 1/2" Long TAPCON(-) JAMB: 5/1 6" X 2. 3/4" Long TAPCON(') MULLIONS: 5/16" X 2 1/4' Long TAPCON(-) "9Y Mir. FASTENER LENGTH HEAD: 5 3" Lon TAPCON( JAMB; -1�16rl 1XX 2 Long TAPCON(-) MULLIONS: 5/16" X 2 1/4" Long TAPCON(-) (-) TAPCON BY -ELCO ULTRACON AT SILL 5/16' TAPCON w/ 1 1/2* MIN_ EMBED INTO 3500 PSI CONC MIN. NOTE ALL FASTENERS W/ 1 1/EMBEDMENT,EMBEDME, 1 1/4* MIN_ EDGE DISTANCE do1/4" MAX, SHIM SPACE ANCHOR YIELD STRENGTH Fy-155ksi ANCHOR ULTIMATE STRENGTH Fu-177lksl TAPCON LENGTHS *L* -11— ARE I,— SEE ELEVATION AT SHEET I . 0. ANCHOR NAY. SPACING AND LOCATIONS 13 12 13 12 . , _520 & a 0 0 0 4's'O. W 850 NW 90th St. 23 @) 23• FBC2507 & added "V=rjrpt/-.tIO 0 LA WS ON MEDLEY, FLORIDA 33166 2 2' 1!& Ashland Mult-Fo t k 0?/27/11 Cl_fT_r) 1,305) 696-8660 si�t HeIght SRI•!,He light IR.,i..d t. 2010 FDC AUNVPACWAffR OF QUALrTr AL�V3f 117NDOWS AND CLASS DOORS SILL SILL ..-ply 0 Revised to "Mply 2014 FBC 4M Revised to comply w/ 2017 FBC 71� N. =..I 4 OF 6 "LaPorte" Impact" French Out -Swing Door Itt- MIN EMBED 1 J' MIN ENDED. INTO '3500 E Of 911 1 17 TYP 5/16' ELCO T 1 MIN EMBram W/ (TYP. COME. N.I.., Er.Z Aku *01 0/12 7 /4' �SEI/ FOR SHEET • 0 E E I OF ACING) (W . EDGE DIST.) DATE- FD-2003 G 0,0 _ - .. -.. smcLrtc AttACHIErn oalaLc cno�E uT�' INTERIOR SIDE 12 v. scnEws .]2 ._ no . )• .M/RrRI. -� 17 Glazing Adapter •-{Glazing Depth �� '/�Il' 29 30 31 — VFADfRSIRP FACE IP /Caulldng \ 3iS 14 I -- -< laminated Gle.a - - - - \ Type. A", "B" or "C" by : (eae below) a1TERInR SIDE D0OO JN.. <SEE TABLE V/ CORRESPONMNG FRAME ASSEMBLY DETAIL SIDELITE/JAMB ATTACHMENT DETAIL GLAZING TYPE DESCRIPTIOW 1/4 Round 33 34 Bead 9 7 --.LmKno Aorss 114E \� EXTERIOR SIDE SHOWN n ° GLAZING DETAIL #1 SILL SEALANT DETAIL /� RniE Mr R TO BE SEM D SIMILAR TO SILL A/ I LET DOOR 'A' - SENTRYGLASS by Kuraray America, Inc. r\/ STILE i LIVER PPE1A.Ip1ED —I. LEFT — INTER T/wE/ a/w NpYi ATTAO.ENi/ U SCAEVS .]t no . v4• NL/PNa_ _ SINGE ATTACHMENT )ETAILS / LER INND MaIGC LEK TO 1fOOR W STILE BDTIOM T,AL'MIEMT ANO WAV 4�m—MV. PANEL ASSEMBLY DETAIL ACCESS MOLE COVER .14 SMS OR SELF DRILLING SCREWS 014 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURE INTO METAL STRUCTURE (SEE NOTES FOR SPACING) ..1I.. (SEE NOTES FOR SPACDG))-I{... 1 MIN EDGE ➢IST. II (6063TT5 MIN.) i MIN EDGE DIST. II (p _G 36 KS1 MIN.) ALUMINUM TUBE MULLION STEEL TUBE OR COLO•I REFER TO APPROVED (STEEL IN CONTACT W/ ALUM. ] rlty� e< m MIANI-DADE NOA 3 Pltc d TO HE PLATED OR PAINTED) Metal TNnmgs Metal THtl�mr.m: 7L 1/4' MAX. SHIM TYP, 1/4' MAX. SHIM TYR 1 1/4' HIM. 5/16' ELCO TAPCON W/ EDGE ➢IST. 1 1/4' MIN EDGE DIST. 1 1/2' MIN EMBED, TYP-{ I L/2 MIN E W/ TYP (SEE NOTES FOR SPACING) r'- I 1 E MIN EMBED. INTO CONC. r (SEE NOTES FOR SPACING) (CONC. TO BE 3 KSI MIN.) 2 x (P.T.> WDGD B X3 1 I/2 - SEE GEM. NOTE H3) (MIN. E➢.)S (L4N. EMBED 1/4' MAX. SHIM TYP. 1/4' MAX. SHIM TYP. NOTE, OPTIONAL INSTALLATDXN ➢ETAILS MAY APPLY TO MOOR FRAME JNIB AND/DR FRAME HEAD FRAME INSTALLATION OPTIONAL DETAILS (TYP.) B - TROSIFOL PVB by Kuraray Amer ca, Inc. 'C' - SAFLEX PVB by Eastman Chemical Co. INTERIOR SIDE 10 Gleziag Adapter GI. SO 5/18" laminated Glass 5/9 9 30 3 Types 'D" or "E" 33 34 GI Depth by : (a.. below) (SEE TAB LE W/ CORRESPOR➢DIG— - - GLA2ING TYPE 6 DESCRIPTION) 1/4' Inaulated Air Space w/ 1/8' Temp. GI... INSULATED SPACER 'Tr Seal'- Glazing Bead Dunn Seal SwjQLe Spacer 26 Black - 1/4' Ir Space PtNo. 812-25H-357 . EXTERIOR GLAZING DETAIL #2 'D' - SAFLEX PVB by Eastman Chemicat Co. 'E' - SENTRYGLASS by Kuraray America, Inc. wlr N.Lm rxo NwR- 5TNNa aA4' .°Sin L-.alMIT S)ER nM tNtB1)UCfMCW40 + a. ran "- K (ie R4wM1 Bab' g CA& ALeepfa.a N• 0 •OG Eap)n6oa tB.a�.3 MYtJ Yrlitlet I I <Mw .c-cei°i° FESSION ENMEBR• • FL C. •65225 • T0,14 • •••C¢E C T �•:f�. ed jpGc�mply� L F'BC2B07 k added of a Rl 2La=of/c10!• • land Mult-Pawt k Li/27/11 bed to .amply w/ 2010 FEW bed to comply w/ 2014 FBC i.ed to comply w/ 2017 FBC • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 11 HINGE ASSEMBLY DETAIL, • • #IV-62" LA � ® 1 9 MEDLEY, FLORIDAt fI33166 N USTRI 8. INC. (305) 696-8660 MANUFACTURER OF QUALITY Af.VWNUAf WINDOWS AND CLASS DOORS MOA AIPR — cTawc Rai r.77 Sen.ae/ATedM: Dsw — 5 OF a NOA APPROVAL IMPACT FRENCH DOOR "La Porte" Impact" French Out —Swing Door A..e fAwnMr. .w,Maa A1.a+.. FD-2003 _ G GLAZING TYPE & DESCRIPTIONS /A Laminated Glass by DuPont - Glass DBSCRUMON DEt 16' Annealed I.Y •I E— DRSCRUMON I I DRl•AlL .340 0 A Laminated Glass bZ Solutia - Gla.s Type C I181( nr - yr oa.0• L 2 I/8' Hent-Strengthened Glass 490' Snflex PVB Intlrk er 3 1/8' Heat -Strengthened Glass GLAZING TYPE & DESCRIPTIONS .340 O A Laminated Glass by Solutfa - Glass Type D rrKK DESGRIIi DRTAD. 1 1/0' Heat -Strengthened Glass 4 O 2 3 .090' S.A.. PVB Mtentayer 1/0' Meat -Strengthened GLnss Oa{Y 34 4 1/4' INSULATED AIRSPACE 5 1/8' TEMPERED GLASS .340 O A Laminated Gla.s by Solutia - Glass Type E rMd DESCRIPTION D2TATL 1 1/8' Heat -Strengthened Glass v4 JE z 3 .0901 Sentryaa.a InteTtnyer 1/8- Neat -Strengthened Glass a3.e 4 L/4' INSULATED AIR SPACE 5 1/8' TEMPERS➢ GLASS PRORUCf REYSM ':��D4 he H7 witf. t°fi•t eeeje A-vptaa4e ND1-IZI2.05, CApratf.a Yte (" AArr' RrofluLY (3e•N•j diO 3/8' O.D. STEEL BOLT TOP 3/B' O.D. STEEL %17 L �3, 3' 0 .076 -{�- �- .875 .062 �_ .1 i. 078 II ,050 I .460 .986 I 3.5 I T .096 4.500 I - ng 56 GUIDE O IDE 56 1 1/2 I 17 r 1.259 -I L -1 .908 I- 1.750 D74 .065 1.750 .687 ' 8 gg S g 8 FLUSH BOLT AND TWO LOCK GLAZING ADAPTER #L-910 QUARTER ROUND 26 (11/IB") BEAD .127 PANEL HINGE STILE O FRAM BEAD -POINT O ANGLE GUIDE #'FD-634 B gL-907 O 1.812 -i L-901 730 0601 �726 #'FD-627-1 14.187 ' ' + 1.500 2.031 ---- t'�' 808 1.250 I .100 .064 .064 2.000 1 12a HINGE LEA, 11 #L-90B QUARTER ROUND 10 (3/8") BEAD 1.750 ,075 ✓u -' n S ^ 1.500 #L-912 4.500 070 5.05 R £ E & INACTIVE -PANEL FLUSH BOLT .060 PANEL LOCK STILE O O FRAME SUL #L-902 ANGLE GUIDE .835 #L-905 LOCK[ -POINT LOCK ACTIVE MULTI -POINT LOCK PASSIVE 1 1/2" LONG #FD-625-1 0.656 �656 18 QUARTER ROUND 9 (1/4) BEAD 1,75 -I J 1.750 1.812 -I .066 .063 JU J25 ' ^) CYL LOCK 1 2, 1.250 I .045J #L-911 7 .02 .065 .21� 1.625 -L-0,198 n •.-- c _..� Q 's HALF ROUND 42 FALSE MUNTIN 062 1 RAIL 4.000 ,072 4.500 TURN Z KNOB o 0 1 1/2' I1 1f ,H, III.-913 6 ADAPTER @ #L-909 ,094 .082 .500 .100 TL-904 I O JAMB ADAPTER ¢ Flexible Vinyl FPVC Com ositio.n -Team Plastics Inc. 50 51 52 53 SIDELTTE PANEL O35 ALUMINU!! PLATE L812 I 4,348 F PVC Slack: Compound No. 7200.75 PHYSICAL AS7'MNO. 'A", 2" LONG HC-002 DurornetrHardss; 10 see 7i D-27-7 Speci➢c Gratiry la5 IY792 T-11 Strength PS[ 1640 D638 O PANEL TOP & `5 BOTTOM RAIL. �L --� I f 0,07e 0 J III""__ 4,066 ACTIVE HANDLE L TRIMSET PASSIVE HANDLE L TRIMSET ataate Eloniiw ,Y. 340.0 D638 Modulus (�100°/.Emyedm,P4 765.0 Db38 I w BritDmc84 -31.0 D-746 L-906 @FRAME3 JAMB 44 FRAM HEAD SHEAR PLATE a3a b Z. FP VC White: Compound No. 7267-76 NOTE: PHYSICAL ASIM NO. DrometerHarmes"A",10sec 75 D-2240 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES �2.688 2l8 .100 .500 Specific Gradry lay D. 2- SHE ELEVATION AT SHEET 1 OF B FOR u pp n£ _ 8 Te.ile Strength, PSI 1640 D-633 AMCgp MAX. SPACING AND LOCATIONS L," � ✓iROD1 iC _ Ultimea Elongdioa % 325.0 D638 sv Modulus (dy 100%Elmgadoa, PSI 765.0 D-638 f REVISM �wNeyin +MM lFi41•r Its tasRrPb'tag lWt! Fk+41tI.500� O FRAM LOW SILL 45L-918 Im ectBrit(Imes -30.0 D-746 �$-O50.Z•dL E8•r00g 9-de phea N• Aaeepeer<Ne-17�-71�Zr/7?�•-OJ L apb'aRrn Daet lt�yy.lLRt ==A-ic-'...n_ '4TE; THOMAS J. SOTOS PROFESSIONAL !!7.OTE•!i • • l ` �`�• f 1 ua� . �..+- REFER TO DETAIL 'H3' AT SHEET a 3 OF 6 S QBOTTO GUIDE BOTTOM@ Gl71DE 57 w FL LTC. ; j•55�220 • • • AD➢I7IDNAL NOTES AND LIMITATIONS. ` �:� �. Ptttt� • of Ndtes:• • • C • o6 R �• ' .�%O ��• Re ed m FB 7 &added /4I�� pT�/T N 8501 NW Ldl Y/ ®1 ��..//11 t5 d �0 3/8' OD. STEEL__ BOLTSTEEL 3/8' O.D. BOLT -. •� •••�/= Ids ate � • •1/ /1: • Ashland Mult-Pwnt tack OT/27/lt * Revised to comply e,/ 2010 FBC FLORIDASt. �� C MEDLEY, LORI33166 V INDUSTR IN (305) 696-8660 MAN17FIGTU"At OF QVIL77Y ILUMINJW WINDO►S LMD CLASS DDQSB 3TAB4.ESS STEEL �Li <,> _ Revised comply sr/ 2014 FBc s e, ,, p,,,: Optional P Multi -Point Locks (v 5/'6' Olt SSS (./- 7e.e P F) s> 3/8' O R SSS (./- 860 p F) - S : Revised to comply v/ 2017 FBC .. , r a s. ,, NOA APPROVAL IMPACT FRENCH DOOR 6 OF 6 OPTIONAL 4Fi TWO -POINT LOCK 86.0 PSI DP) INACTIVE PANEL 18 @FLUSH BOLT a •jy �' l'J. s.• cA."A.a, ;.9' t T� o : to- • Nsiae,. Era>,• •11 t/17 ,,. • r! A«n sa • •w "La Porte" Impact" French Out -Swing Door P P Lock Active Lock Passive Lock LOCK #HC-050 76.0 DP) ASHLAND 5110-STACT5 ASHLAND 8V5110-STPAS4 #HC-001 , aa``��, 1(��! tQ+r e�� • • Ne1a� Eras Ol 0/12 �f�•• { •' • HANDLE L TRIMSET ASHLAND RV5201A-A HANDLE 14 TRIMSET ASHLAND 0 V5201A-P x.s.. FD-2003 ps2 JJJJJJ �S�Fyi([�'�" DA N A" • • • • a.ts. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• ••