Loading...
WS-19-158Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 PermitNO.: WS-01-19-158 Permit Type: Windows/Shatters --' Work Classification. Door Replacement Permit Status: Approved issue Date:02/07/2019 1 Expiration: 07/22/2019 Location Address Parcel Number 100 NE 92ND ST, Miami Shores, FL 33138 1132060133290 Contacts BRENDA KRAVEC Owner 2455 E SUNRISE BLVD 1000, FORT LAUDERDALE, FL 33304 Other: 7862822104 CUNANO BUILDERS CORP Contractor ORLANDO FERNANDEZ 897 NW 132 AVE, MIAMI, FL 33182 Business: 3058284557 Description: REPLACING FRONT DOOR TO IMPACT Valuation: $ 2,279.00 Inspection Requests: 762-44949 TotalSq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.80 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.60 Scanning Fee $12.00 Technology Fee $2.75 Windows/Shutters Fee $110.00 Total: $181.15 Building Department Copy Payments Date Paid Amt Paid Total Fees $181.15 Credit Card 02/07/2019 $131.15 Credit Card 01/23/2019 $50.00 Amount Due: $0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. F erm I thonze the above named contractor to do the work stated. � 1 zvl�to-u(�' Authorized Signature: Owner / Applicant / Contractor / Agent Date February 07, 2019 Page 2 of 2 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED JA 2 3 2019 B U� FBC 20 ,—1 Master Permit No.ws t PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ()o Aj• ' q t -57— City: Miami Shores County: Miami Dade Zip: �J( Folio/ParcelM —3 Z to Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): 3KC,14 lzw4y c Phone#: ?F6— Z-$ Z — u 0 V Addresses !3/eh�G ►� vac, /Oo City: re- S State: Zip: J } /3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Gd 61D Phone#: 2>, Address: 2� 7 City: 4:--�"W� State: /� L Zip: Qualifier Name: O k�-? ��hGc �� Phone#: State Certification or Registration #: 66 G %mil 8G Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Ad State: Zip: Value of Work for this Permit: $ !TZc%• /It2 Square/Linear Footage of Work: Type of Work: ❑ Ad�5on Alteration ❑ New ❑ Repair/Replace Description of Work: J-0n Specify color of��color thru tile: r� Submittal Fee $ � Q Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING 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. the absence of such posted notice, the inspection will not be approved and a rei pection fee will be charged. Signature Signature WNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregorginstrument was acknowledged before me this �.� day of 44&J 4 dayof c, ✓ 20 l'I by iGA-?da �C� eG who is personally known t ho is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:_ Print: Sign: -; Print: ( O `•tiPRY PVC, YIGANY INTERIAN Seal: ;:a°.�.`� Notary Public -State of Florida Seal: * Commission # FF 899913 '%9, My Comm. Expires Jul 21, 2019 RnndPri fhrminh Natinml fJntor., n— ***************** APPROVED BY Plans Examiner Structural Review '4fGIct'i �•RYP YIGANY INTERIAN Notary Public - State of Florida W-11% Commission # FF 899913 My Comm. Expires Jul 21, 2019 * *?�'fr°�ia�+i111* * #3i7de�Qkt�tl 9�NCtke�P,+kd�,�AE iM� tR?IOk. Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledg eyt: DY ctw--pw7ovJAZ Qualifier/ wnerre 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: 100 ne 92 st Suite _ .D PROPERTY INFORMATION Folio: 11-3206-013-3290 Sub -Division: MIAMI SHORES SEC 1 AMD Property Address 100 NE 92 ST Miami Shores, FL 33138-2814 Owner SCOTT DAVID ALEXANDER BRENDA KRAVEC Mailing Address 2455 E SUNRISE BLVD 1000 FORT LAUDERDALE, FL 33304 PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 2,341 Sq.Ft Living Area 2,141 Sq.Ft https://www.miamidade.gov/propertysearch/ 1 /23/2019 Property Search Application - Miami -Dade County Page 2 of 8 Adjusted Area Lot Size Year Built Featured Online Tools Comparable Sales Non -Ad Valorem Assessments Property Record Cards Property Taxes Report Homestead Fraud Tax Estimator 2,148 Sq.Ft 13,000 Sq.Ft 1951 Glossary PA Additional Online Tools Property Search Help Report Discrepancies Tax Comparison TRIM Notice https://www.miamidade.gov/propertysearch/ 1/23/2019 Property Search Application - Miami -Dade County Value Adjustment Board ASSESSMENT INFORMATION Year Land Value Building Value Extra Feature Value Market Value 2018 $324,852 $149,501 $20,777 $495,130 2017 $324,852 $149,501 $20,948 $495,301 Page 3 of 8 2016� $324,852 $149,501 $21,142 $495,495 Assessed Value $412,445 $403,962 $395,654 { TAXABLE VALUE INFORMATION 2018 2017 20161 COUNTY Exemption Value _ $50,000 $50,000 $50,000 { (; Taxable Value $362,445 $353,962 $345,654 SCHOOLBOARD ....._..........._ .r..� Exemption Value $25,000 $25,000 $25,000 I Taxable Value $387,445 $378,962 $370,654 CITY Exemption Value $50,000 $50,000 $50,000 Taxable Value $362,445 $353,962 $345,654 REGIONAL Exemption Value _ $50,000 $50,000 $50,000 Taxable Value $362,445 $353,962 $345,654 BENEFITS INFORMATION Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $82,685 $91,339 $99,841 Homestead Exemption $25,000 $25,000 $25,000 i Second Homestead Exemption $25,000 $25,000 $25,000 i Note. Not all benefits are applicable to all Taxable Values (i.e. County School Board City Regional). I FULL LEGAL DESCRIPTION https://www.miamidade.gov/propertysearch/ 1 /23/2019 Property Search Application - Miami -Dade County Page 4 of 8 MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 13 & 14 BLK 24 LOT SIZE IRREGULAR OR 21141-3026 03 2003 1 COC 26521-4730 07 2008 3 SALES INFORMATION Previous Sale Price OR Book -Page Qualification Description 03/05/2018 $625,000 30894-4410 Qual by exam of deed 10/31/2014 $100 29969-0239 Corrective, tax or QCD; min consideration 10/31 /2014 $550,000 29416-1397 Qual by exam of deed 12/29/2012 $0 28443-1261 Corrective, tax or QCD; min consideration 04/19/2011 $0 27672-3578 Corrective, tax or QCD; min consideration 01/18/2011 $430,000 27595-2443 Qual by exam of deed 03/04/2009 $235,000 26884-1651 Financial inst or "In Lieu of Forclosure" stated 07/01/2008 $0 26521-4730 Sales which are disqualified as a result of examination of the deed 03/01/2008 $0 26307-0908 Sales which are disqualified as a result of examination of the deed 01/01/2008 $0 26198-1974 Sales which are disqualified as a result of examination of the deed 01/01/2008 $0 26147-4412 Sales which are disqualified as a result of examination of the deed 08/01/2005 $660,000 23678-1553 Sales which are qualified 05/01/2004 $459,000 22387-1888 Sales which are qualified 03/01/2003 $290,000 21141-3026 Sales which are qualified 10/01/1999 $179,000 18915-1708 Sales which are qualified 01/01/1996 $0 17079-3982 Sales which are disqualified as a result of examination of the deed 12/01/1995 $122,500 17020-4666 Sales which are qualified 03/01/1990 $0 14487-1566 Sales which are disqualified as a result of examination of the deed 02/01/1975 $72,500 00000-00000 Sales which are qualified 07/01/1974 $75,267 00000-00000 Sales which are qualified For more information about the Department of Revenue's Sales Qualification Codes. ......... 2018 2017 2016 LAND INFORMATION Land Use Muni Zone GENERAL R-17.5, R-18.5 PA Zone 1000 - SGL FAMILY - 2101-2300 SQ Previous Own STEPHEN MCA KERRY A ROE KERRY A ROE KERRY A ROE KERRY A ROE RICHARD L CI US BANK NA I Unit Type Units Calc Value i Front Ft. 81.00 $263,130 https://www.miamidade.gov/propertysearch/ 1 /23/2019 Property Search Application - Miami -Dade County Page 5 of 8 1GENERAL R-17.5 R 18 5 1000 SGL FAMILY 2101 2300 SQ Front Ft. 19.00 $61 722 ' BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft. Living Sq.Ft. Adj Sq.Ft. Calc Value 1 1 1951 2,341 2,141 2,148 $149,501 Building Sketches Available! EXTRA FEATURES Description Year Built Units Calc Value Wood Fence 1996 140 $1,814 Patio - Terrazzo, Pebble 1993 135 $667 Chain -link Fence 4-5 ft high 1969 246 $1,353 Patio - Concrete Slab 1969 694 $1,693 Pool 6' res AVG 3-8' dpth, plain feat 250-649 sf 1969 1 $15,250 ADDITIONAL INFORMATION * 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. https://www.miamidade.gov/propertysearch/ 1 /23/2019 Property Search Application - Miami -Dade County Page 6 of 8 LAND USE AND RESTRICTIONS Community Development District: NONE 9 Community Redevelopment Area: NONE f 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 f� Services I f OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust ii is City of Miami Shores j 1 Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District PA Bulletin Board Non -Ad Valorem Assessments I School Board South Florida Water Mgmt District I Tax Collector I 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:/twww.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 B BENEFITS Deployed Military Disability Exemptions Homestead https://www.miamidade.gov/propertysearch/ 1 /23/2019 Property Search Application - Miami -Dade County Page 7 of 8 Institutional Senior Citizens More > REAL ESTATE 40 Yr Building Re -Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud More > TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests Filing Returns More > PUBLIC RECORDS Address Blocking https://www.miamidade.gov/propertysearch/ 1/23/2019 Property Search Application - Miami -Dade County Page 8 of 8 Change of Name Change of Address Change of Ownership & Title Declaration of Condominium ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability TAX ROLL ADMINISTRATION Appealing your Assessment Reports More > More > More > https://www.miamidade.gov/propertysearch/ 1 /23/2019 f U-4so- 15� Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT IY ' SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS RT,,� EIVEI� 2 B`� -7�" '' ' Ll .. • •• rose Florida No 60157 SW 63rd Avenue, Miami FI )NE (7861380-0734 Exposure Category Category Enclosure Basic Wind Speed Topographic Factor Directionality Factor Internal Pressure Coeff. Building Height to Ridge Building Height to Eave Building Length Building Width Panel 1 10 = C = II Enclosed/P rtially Enclosed V = 175 mph Kzt = 1.00 Kd = 1.00 GCpi = t 0.18 hr = 25 ft he = 18 ft L = 50 ft B = 35 It F-3-8-1 x 81 in 100NE92ST MIAMI SHORES FL • • hr T- Ln w', w w • •I • . Z w w, o jd N • • • • • • he �, zj z oo N z! ••' ty '�' • • . ' Q �• • •••• a 01 ' 0000 •••• Roof Slope, O = 18 Degrees Mean Roof Height, h = 21.5 ft qh =( 0.00256 Kz Kzt Kd V2 psf)x0.6 = 44.47 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 GCp GCp Effective Area Z Kz qz positive negative Zones Zone 4 Zone 5 1 Wall Member sq ft ft psf Panel) 21.4 21.5 0.90 42.34 0.94 -1.04 -1.28 MIAMHUADE MIAMI—DADE COUNTY, FLORIDA 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 (;8M-3-1 �-2599 NOTICE OF ACCEPTANCE (NOA) w ww.+ni*midade.Qo'S/9conomy• • • •; • Lawson Industries, Inc. ; • • • • • • 8501 NW 90' Street � • • • � • Medley, FL 33166 SCOPE: ' " ' • • • • This NOA is being issued under the applicable rules and regulations governing the use of Zq* *V*estion materials. The.... • documentation submitted has been reviewed and accepted by Miami —Dade County RER—PraduGt.Contror §ection to •":' be used in Miami —Dade County and other areas where allowed by the Authority Having Juflisdictron (AV 6, • • • * 0 • This NOA shall not be valid after the expiration date stated below. The Miami —Dade- County PrcVjtt'Control • Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade Cottrtty) reserve the.: ght td' • • •; have this product or material tested for quality assurance purposes. If this product or material fails to per `vn 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 in requirements o ut tng co e. 1-Ki's prodtict i roved as described herein, and has been designed to comply :Doors lorida Building Code, includi e High Velocity Hurricane Zone. DES RIPTION: Series G°La Porte" 8'-0" Outswing Glazed Aluminum Frenc— L.M.I. FD-2003 Rev G, titled "La Porte—IFrench Out—Swin oor", sheets 01 through 06 of 06, prepared by the manufacturer, a t 7, signed and sealed b suaas-J. Sotos ., aring the Miami —Dade Cotifi7Pndwt ontrol Section Renewal stamp with r iceof Accept umber and Expiration date by the Miami —Dade County Pr t Control Section. ILE ACT RATING: Large and Small Missile Impact Resistant See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option V.81DP in sheet 3. ee lazing details in sheet 5. For the lazin de ented at exterior side in insulated laminated g ass make-up). 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 well 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 Approval Date: June 07, 2018 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED •••. • 1. Evidence submitted in previous files • • :. r.. Y • A. DRAWINGS GS •••• •• H••••• • • . • 1. Manufacturer's die drawings and sections. 0000 • • •• •r • • • • • (Submitted under previous NOA No. 11-0202.03) • 2. Drawing No. FD-2003, titled "La Porte —Impact French Out —Swing QpQr;, sheets 61 •through• • •, • 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest•rdvisioi "G.", dated •0-• 04/15/15, signed and sealed by Thomas J. Sotos, P. E. , •• "• ••' • B. TESTS 0000 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 Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 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. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, 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 HETI44-1377, 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. B. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... ...... TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ,,,;,, • 2) Uniform Static Air Pressure Test, Loading per FBG TAS 202 • • • • • • • 3) w$4 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. ��¢• ...... • 6) • Forced Entry Test, per FBC 2411 3.2.1, TAS 202T94• •'. along with marked up drawings and installation diagram of aluminuip 04swing7felfth door, prepared by Hurricane Engineering & Testing, Inc., Test Reports *No.'s HE!r j-•02-1252, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-1742, HLTI-02- 1763 and HETI-02-1765, issued on 01/14/2003, all signed and sealed by Rafael E. 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 P Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 IDm) 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-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.10-0128.04) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI-09- 2645, HETI-09-2624 and HETI-09-2646, issued by Hurricane Engine ring & Tg§4V& Inc V. • dated 10/22/09, signed and sealed by Candido F. Font, P. E. 0.. :0 .. (Submitted under NOA No. 10-0128.04) •••••• •••••• 6. Laboratory compliance letter for Test Reports No.'s HETI-04-18g7," HETI-04' 1896A;... • HETI44-1896B, HETI-04-1377, HETI42—T095, HETI42—<$P.*6 • HE11«�0 ,1253,E HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI-02-174Z,.1XTI—O2—i743 anal.0; • HETI-02-1765, issued by Hurricane Engineering & Testing, Ines• darted 01014 443 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. 134328.11, 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. Chlanda, 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 (6th Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. G. OTHER 0000 . . 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—SwingDuor", sheets @1 • • • • through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last rM 003 on NOV 21; 2017' •' • • • .. .. .. .. signed and sealed by Thomas J. Sotos, P. E. ... • • ...... • Note: This revision consist of "No change". : ....:. 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 (6" 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 -SWING DOOR RILL OF MATERIALS LIT" DRW'G f PART / REQD. DESCRUMON REMARKS 1 L-901 LII-098 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-902 LII-097 1 FRAME SILL 6063-T6 ALUMINUM 3 L-903 1_II-090 2 FRAME JAMB 6063-T6 ALIIMDUM 4 L-904 LII-096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 LII-092 2 x 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 LII-094 1 x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 LD-095 2 x panel TOP L BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 LII-M AS REO'D. 1/4 ROUND ALUM BEAD - 7/16' 6063-T5 ALUMINUM 10 L-912 LII-087 I AS REQ'➢ 1/4 ROUND ALL1M BEAD - 3/8' 6063-T5 ALUMINUM 11 FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VWS-001 TP 3286 AS REO'D. Bulb Vinyl Wts'p.-Teen Plastics, Inc See Material Composltlan at Sheet 6 13 PVS-001 AS READ. VTS'P. B TOP/BOTT. RAILS Schlegel FS - .187'w. X .2lVh. 14 PVS-002 • AS READ, VTS'P. 8 FRAME HEAD L JAMB Schlegel PB - .187'w. X .330'h 15 L-910 LII-089 2 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16. F➢-619 FD-619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 17 F➢-631 LII-096 AS READ. GLAZING ADAPTER 6063-T6 ALUMINUM 16 HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (B TOP L BOTTOM OF LOCK STILE) 19 FD-621-2 HC-024/0251 I SET DOOR LOCK / DEAD BOLT SET KVIKSET - Series 690T COMBO 20 FD-621-2 HC-024/025 I SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Series FB350 COMBO 21 FD-621-2 14C-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 COMBO 22 • FS-035 AS REQD. Frame Install Screw - Head CSee Notes at sheet 4 of 6) 23 FS-035 AS REQD. Frame Install Scr Jaeb/SI11 (See Notes at sheet 4 of 6) 24 FS-026 8 FRAME ASSEMBLY SCREW a12 X 3/4' PH. -PHI. 25 j FS-012 AS REQ'D. JAMB ADAPTER SCREW N10 X 3/4' P.H.-PHI. 26 FD-634 LII-171 AS REQD. 1/4 ROUND PLUM. BEAD - 11/16' 6063-T5 ALUMINUM 27 FS-043 8 GLAZING ADAPT. ATTACH. SCREW F8 X 1 I/4' FM -PHI. 28 FS-049 2/Panel Double Rat Assembly Screw 3/8'x2 I/4' Hex Screw L Nut 29 AS REQD. NEUTRAL CURE SILICONE ScHlee-Morehead SH-5731 30 N AS RE". NEUTRAL CURE SILICONE Doe Corning 899 AS REQD. NEUTRAL CURE SILICONE Tremco 5-500 AS REWD. Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus • AS REQ'D, LQNnated Glass see Pg. 5 nt - PVB d AS REQ'11 Laminated Glass s e Pg 5 Softex - PVB HC-002 2/Panel PANEL ASS'Y ALUK PLATE 11/2'x 2'x 1/8' (6063-T5 ALUM) HC-004 2/Panel Pane( Ass'y Full Lenght Rod 3/8'Dla.-20➢ Rod, Plate, Flnge Nut FS-011 8 HINGE ATTACHMENT SCREW N10 X 3/4' P.H. / PHI. FS-U44 12 SHELITE ATTACHMENT SCREW N10 X 1' PH/PHIL. - (17. OC Max-) 39 HC-006 52PP050BG14 6/Jamb 1/2• ➢la. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 40 HC-007 62PP087BGII 2/Pane( 7/8' Dla. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 41 HC-010 1/11OLT FLUSH BOLT SKI Plug - Nylon 6-6 SUNCUPLASTICS Inc. Rockwell M-79 42 L-913 LII-096 AS REO'D 112 ROUND FALSE ALUM MUNTIN 6063-T5 ALUMINUM 43 K a AS REO'a INT FALSE APPLIED MUNTIN 125' X .Oa2' STOCK ALUMINUM 44 L-915 FD-623 AS REOD. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINIH - 4' long 45 L-916 LIT-117 AS REQT. FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 46 F➢-635 HC-050 1 TWO -POINT FLUSHBOLT LOCK OPTIONAL ( FOR t/- 76.0 psf DP) 47 FD-626 FD-626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE 11/2'x 1 1/2'x 1/8' Alum. 6063-TS 48 FD-627 F11-627-1 2/Pane1 2-Paint Lock Bolt Guide ANGLE 3'x 3'x I 1/2'x 1/8' Atun. 6063-T5 49 is • AS REND. 1.1 Sealant- White Colored 'Purvis Cc,' Super Seal 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE L TRIMSET ASHLAND FV5201A-A 51 FD-637 HC- 1 SET MULTI -POINT LOCK ACTIVE ASHLAND NV5110-STACT5 52 FD,640 HC- 1 SET LOCK PASSIVE HANDLE L TRIMSET ASHLAND RW5201A-P 53 FD-639 HC- 1 SET MULTI -POINT LOCK PASSIVE ASHLAND FV5110-STPAS4 54 FD-64l HC- 2 x panel Multl-Point Lack Bolt Guide NYLON 6-6 Rockwell M scale 79 55 FS- 4/Gulde Bott Guide Attachment Fastener 06 x I/2' PNJPHIL. 56 FD-642 HC- 11 x Lock Lock Top Mount Adapter NYLON ADAPTER 57 FD-643 I HC- 1 x Lock Lock Bottom Mount Adapter NYLON ADAPTER PKIUUCI aunawtp al ra•pIy1RR with Ike ll Daidl.µ bade IL-oS A erPraoae NR Capin0aa (A01 TDw(� �% kAaimTaw 145 1/2' Max Unit Width SideUte s.roa anmar .P.- Swing Pone( Width u Sill Panty Width Al ( 33 13/16' Alex. ) A C 35 3/16' max. 5' 85 B to la1RL 16 SEE OPT } ALTERNATE BOLT NS AT SHEET 6 / \ ZS' Max. DLO Width y J S"tvJi C /, D OX = m Fa Active Inactive m m a� ao xP sy><J - 19 21 61/2' 00000 X a w d f� M Sidelite \ deao-Ddt / m < P v �o �j// Duel /j Side ite T� I j.-Y OM B 2 3 �5E{y/�/ NATE 80L7 1 3 OPnON AT SHF1T Dotb e' >u°La7 5 5 6' in /o' 4 1/ HEFT -1 OF 6 FOR Cnt SldPlite) 3/4 12 3/4' 4 � 4 oG • 14 _-L 5' T ANCHOR NOTES: 1. SEE ELEVATION AT S ANCHOR O.C. MAX. SPACING AND LOCATIONS. active pnrxU inncANe pnneU NOTE; 2. SEE SHEET 4 OF FOR INSTALLATION Same anchor spacing ES .6 3. SAME ANCHOR PACING 0 FRAME HEAD & SILL. "OXXO" EXTERIOR ELEVATION `t `r°m` h`°d & A. NOTES: 1). QUAIIFIRS SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). NOTESS'. 2). QUALui UNITS WITH AND WITHOUT SIDELITES 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-Sth EOrTION & 3). MAX. FRAME SIZE 145 1/2"- X 95 3/4"h. OXXO 2017 - 6th EDRION). 4). EXT & INT PAUSE COLONIAL MUNTIN APPLIED W/SILICONE_ 2). GLASS MEETS REQUIREMENTS OF ASTM-E1300 AS PER CHAPTER 24 OF FBC CODE. 5). QUALIFINS SINGLE OR DOUBLE BOTTOM RAILS 3). 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 6). MAX_ DAYLITE OPENING WIDTH = 26" TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 7). MAX. DAYfIT'R OPENING HEIGHT = 83 1/8" 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET lof8 FOR MAX. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE 9). ALL DIMENSIONS SPECIFIED ARE IN INCHES BEYOND WALL DRESSING OR STUCCO. 10). 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 ►AOOUCFY6VISM ARE NOT PART OF THIS APPROVAL ' as A• pbk g 4&the FisN3A LIMITATIONS: &Alin Chia A�Nun HQ�`7212'a5 1). MAX. DP - t86 PSF W/ (4) Surface Botts & Glass Types A. B. C & D. RY&+�•WNw1pJ)^+,2r (SEE LOCATION DETAILS 0 SHEET 3 OF 6) 2). MAX. DP = t76 PSF W/ 2-Point Lock (active)+ (2) Surface Bolts of Inactive THO J. SOTOS • • • • 4k� k �. h A 3). MAX. OP - ±76 PSF W/ Flat Sill & must be used where water infiltration is PROFESSIONAL ENGIITEEL` It LEO. / ¢6225 • 4M." • • • • not required or opening is protected by overhang ratio greater than one. 4). MAX. UP = t86 PSF W/ Multi -Point Lock (1-active)+(1-passive) at Inactive 'a' • . $ ` I� • TO�h ReOaFon states: • • • • • • WS 8501 NW gGth St. ON ca 1 •w 4BC:)(174 added•LA 01/4/10 • • "' �GSF Eaem d Gl7e? • • MEDLEY, FLORIDA 33166 • " �" #, Ashland Malt -Point Lack 01/27/11 Revised to comply w/ 2010 FBC INDUSTRIES• INC_ (305) 696-8660 1N4NDFlGTUR6R OF 0D4Lr7'y 1LI7IIf.VT/Y WINDOWS END CUSS DOORS FAM OF UALrrF ALUMINUMWI S Revised to comply w/ 2014 FBC s.me Era,,: Are n.eA sA«t • • I►vised to •omplye**017 FB6 • • NOA APPROVAL INPAOT FRENCH DOOR 1 OF 6 a E o€ •: xei on Ey- °il 1 , • ;'La Porte" Impact" French Out -Swing Door �10.�4PgA. a..walrF •Meleoara� • of 1• • ('ii 'r � ",ly+."r • • • • s°'r' n.t.s. w M.w.r t"'°W `°`m'a." FD-ZOOS R.,al°m A...e G • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 110 71W Max UNt Width Swin SEE ALTERNATE PaMI Vldth �3P� 65 AT (.35 3/16" Plnx , A Nax DLO yl6tl II D I�_ I II II I 11 0 IF II H ms II Ac$yve IK ' II � H JWi II "OXO" ELEVATION T 6PPTtlI0�N65 AT SSHHEET BOLT 145 1/Y Max UrJt Width SEE ALTERNATE BOLT Sidellte S SONS AT SHEET Suring Panel Vldth Pnnel Vldth ( 33 13/16' nnx. ) A ( 35 3/16' nnx. 7� y^ t s mJ \ MaxM 3 Width GI DII EII DII %/ Do a x z 4 w z I. II II II dive m a C ° � Active T u11 Aj- N P II IrYB II SEE ALTERNATE BdIJ / OPTR)NS AT SHEET 3of 6 "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2 E SHEET T41'pES OFF 6 FOR INSTALLATION FAS 74 1/2.' Mnx LM VWth 38 5/8' Max 38 5/8' Max Unit Width �..1I -11 Vldth SldeWidt SEE ALTETMAtE BOLT I SEE N.TEMNATE OPTONS AT SHEET '"'1{I'/ OPTIONS AT SME Panel 6' A 3 01 6 3 of 6 < 33 13/16' nn x. _41T Max. 23 \ �Q 3 WidthII 11 , I -11 D / II AI�v I 11 L D m= 1 1 A II x N I I x N d� FI I .3 //• y^ �L SS II I fw P �1'1 N O NM N G o ce P pp v+. eE Active °s _T 1 1 SEE ALTERNATE BOLT ` SEE ALTERNATE SOLI 03P7fIONS AT SHEET 30PIMS AT SHEEP Of 6 "OX" ELEVATION "X" ELEVATION "0" ELEVATION APPROVED CONFIGURATIONS ±iQTES: 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. ® lIIDDBCT "N&W40 Re Ro PktvE wily 4R }1wlt� ilOidleR Cde A.cepERoee N. l ✓4.OSD 06 6lpksfioe Dal��b ,]�. )� I '.1.�.......� �•Ru �•ltYR6eliwi141. DY �Lr•rle . rair A•af�.eeN. z) 09 ppLJg fMM L>ptr►Rife Drte-t I 7. 804Y)S ROFESSIOTHOYAS 61, • • • • • • • • • • • PNAL ENGUMq • FL / 63226 • • • • • • • 'LaPorte' DIPACr FRENCH ODTSRING DOOR - DESIGN LOAD CHART PAN®, iHITRsin a T ASV' SIZE ��) NUMBER OP ANCHORS /. DP GLASS TYPE "A' k •E" +AP-) PANEL WID A��' S� (INCHES) DP ( PSP ) CLSS TYPE 'B' +/-(PSF) GLASS TYPE 'C' +/-(ESP) CIA.9S TYPE 'R' +/-(PSF) WIDTH • H81ORT • .. • 10 1/4' 16 1/4'DS 22 1 4'5 28 1/4'5 Rif-174")5 34 1/,q 5 ±86.0 11 3/16' +76.0 ±76.0 1 +76.0 *86.0 17 3/16' +76A +76.0 ±76.0 +86.0 23 3/16' +76A +76.0 +76.0 +86.0 29 3/16' ♦76.0 +76.0 ±76.0 586.0 31 3/16' 276.0 t76.0 t76.0 5 ±86.0 35 3/16' +_ 6.0 +76.0 ±76.0 TT-174' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' <6) 6 +86A 11 3/16' _ . ±76A ±76.0 6 +86A 17 3/16' +764 +76A +76.0 6 +86A 23 3/16' 276.0 +76A +76.0 6 ±86A 29 3/16' +76.0 +76A +76.0 6 +864 31 3/16' +76.0 ±76.0 +76.0 6 1 ±86.0 35 3/16' +76.0 +76.0 +76A YUNtlIt PAN El MUST -1 APYER:AHIt IRWMa.MEl1IS PER BULDING WOE. • 0 PARENTHESIS INDICATES I OF ANCHORS AT FPAME AWS. %�Jjs • Revlld >D eRmp� w,�FH�'OOi 8 addLA WS ON 8501 NW 90th St. F•, Cjfo ted olae oi/to• • • • MEDLEY, FLORIDA 33166 AsWl d Mult-Point Lack 01/27/11 IN RIMS. INC. (305) 696-8660 •� * �,�, Reeiwd to comply w/ 2010 FBC YANOPACTDRRR OP 0f7AL Y ALUMMUY PTNDOIS AND CLASS DOORS Revised to comply w/ 2014 FBC y,� Caus p� iy,,: Ay..A Cm�- s..f. ,Wa 1r,,. - • •�®i vfeed to comp 2017 FBC NOA APPROVAL IMPACT FRENCH DOOR 1 OF 4 t • fr<,`At """`°" NA.0. E A 'if olj1+ "La Porte" Impact" French Out -Swing Door e • wy ar �y�•'y �� • Zlw>i iirzo • O 20/� L �� • • • • • s n.t.e. • tAonE.r. °,m.ln° N:.we.r. FD-2003 R.ww.n L.x.E G ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • -5/16' TAPCON W/ 1 1/2' MIN EMBED (SEE NOTES BELOW FOR SPACING) ,I----x ( WOOD BULK _1/ � 1/4' MAX SHIM TYP. MULLION 1 ,33 Sldelite - T- 1 1/4' MDJ EDGE DI TYP 77 DLO Width 4--I 14 Panel Width 1 }' MIN EMBED. O O rrp 18 46 Qt'I'CRIOR S= DTROOR SIDEActive Innctive ACUve Irxictive O 18 18 tDTffiOOR SIDE SQCfOOR 3mC E3 L_ J LOCK RUSH BOLT LOCK STILES WITH TWO -POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE I 2' Slll SILL -k, Helght ' '}1 :•KIN EMBED. INTO 3510 PSI CONC. (TYPJ 1 1/4• /1/2' MID EMBEa V/ 1 (MIN. EDGE DIS.) (SEE SHEEr.I OF 6 FOR LOCATION AND SPACIN 2 OPTIONAL - TIOTTHT.F HOTTOT.i FROOUCT NUit"40 NM ca�pbtNK w116 Ot }Lel•e I 40$•66 F:sphaHNw Bh1e S 11 M4ai�Blf Yk lrilONi i111�F7 INTERIOR SIDE LOCK STILE Active \'/ I I /_ 1 \'/ Inactive OEXTERIOR SIDE v 11 O .Oxxo. UNIT WIDTH I x CRT.) WOOD BULL( � (SEE NOTE 3, SHEET 1) 3 JAMB 17 6 38 Sldelite 12 23 10 14 1/4' C MAX S -5/16' TAPCDN W/ 1 1/2' MIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING Y } 1/4' Mlnl Un Edge lilstonce L I— I MIN — ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR to I k 16 ANCHOR O.C. MAX. SPACING AND LOCATIONS. N 16 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. E / 3 \ oucr¢wmM I wu►a.ereael: I Active Inactive sgee& as Nn 5 17 I 2 OPTIONAL BOLT ® TOP RAII. Fide smH iNSWOR SMe 6' c Active Inactive as'Isor F 5 pe nt m r 13 g 12 1/2' Sill Heigh OPTIONAL SILL 1 {' MIN EMBED, INTO ' 3500 PSI CONC. (TYP.) fe 5/16' ELLTI TAPCAN V/ OPTIONAL BOLT ®BOTTOM RAII. 1 1/2' MIN EMBER I SEE DETAIL E3 FDR MOUNTING LOCATION) (MN' EDGE DIST') 23 TWO -POINT MULTI -POINT FLUSH BOLT & (*I FIAT SILL NOTE: MA%. DP - 376 PSF MAX DP = ±66 PSF TWO -POINT LOCK LIMITATIONS: DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAX. FRAME HEIGHT. OPTIONAL LOCK DETAILS 1). MAX. DP = t86 PSF W/ (4) THIS TYPE OF SILL 1S LIMITED TO F/- 76.0 p.r DESIGN LOAD AND Surface Bolts & Gloss Types A, 8, & C. MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE THOMAS I. SO 2 . MAX. DP - t76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF • • PROFES U.: BIj.GOPCR� • • • • • ••,, • I�ck•(octivel*(2)•Sur�ce•�I� ®Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL V-ERE THEDOOR IS LOCATED. IS `�* z rg •., T '.� • n..$F•.bs.�`• ReK •an Net(! • • • • • • d pl // C 7•& added 8501 NW 90th St. �� O d G Ol/2�/10 • • • • I I 1 tl MEDLEY, FLORIDA 33166 �:* 696-8560 _25 - Ashland Malt -Paint Loch 01/27/11 Revised to comply w/ 2010 FHC INDUSTRIES NC_ (305) MANUFACTTIRFR OF QWUTF ALUMDMM ITNDOYS AND CLASS DOORS • F Revised to comply w/ 2014 MC Or.e .»"... hat ,._-. Ae4 a. ,— s..(../u— tr.. sA«c TE OF ftTio d to •ampl3•*NQ017 FBA • • 4 MCA APPROVAL YPACT FRENCH DOOR 3 OF 6 •' A —A N� • • •Nelson spa — 0-6 llfoi/i •�f • La Porte" Impact" French Out —Swing Door �". Rtpv�i�2� ...w1, • • •Oaf. ...wr • • �ftpt! �,, /�R Na ys.•°4� • °• • �0 01 1 j7 "p jst • HATE • • • own • sw• a.t_e_ Ry..w.�. xw,w.: Bnis1i• A'"'"t'*' FD-2003 ROe �'t (• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5YI6' TAPCON W1 5/16' TAPCON W/ I 1/�' MIN EMBED. 1 1/2' HIM EMBED. SEE BELOW FOR SPACING INTERIOR SIDE 1 x <P.T.) WOOD BUCK SEE ELEVATION AT SHEET I OF 6 FOR SPACING 'PT.) WOOD BUCK T3 1!: (SEE NOTE 3, SHEET 1) I—, ' NOTE 3, SHEET 1) INTERIOR SIDE INTERIOR SIDE 'SEE 3 LOCK STILE JAM LOCK STILE 19 20 46 23 46 21 LOCK STILE JAMB 19 20 21 AMB 30 31 6 29 31 -4 6 7 6 7 15 39 12 17 39 Active 36 7 d Inactive •Active Active 1j41 9 10 TYP. 12 11 12 E 1/4' 7 17 18 9 10 3 L 3 6 MAX S F —TYP. L__j G2 2 1 1/2 _ (�) @-@ N. nom.) I — 1 j X EXTERIOR SIDE UNIT WID MIN EMBED UNIT WIDTH EXTER R SIDE (TYP.) 50 51 EXTERIOR SIDE SIDE INTERIOR TYP. —I I1, TAN N W/ I ITA1-ENN MI'N. ..,ED, LOCK STILE 3 4 Aebvp—mNIN* -o 56 7 17�j 17-1 EMBED TYP HEAD ­­j(SEE NOTES FOR SPACING SEE NOTES FOR SPACING Active 7 , MULLION OR SIDE Kqkadnlkdk LOCK STILE 7 2x P.T.P.T.) WOOD BUCK 46 38 (SEE R CK r 29 30 31 7 NOTE 3, SHEET 1) NOTE 31 AT TYP 12 SHEET > Active sldellte 17 EXTERIOR SOD 1/4' MAX.1/4' MAX. SHIM TYP. EXTMOR SIDS 44 SHIM TYP. H11[P`­ 44 12 V 8 S elite '3 Attachment Sc- OR SIDE 14 6 Sc— 2 each .1de of jamb., 12 total per s16,llte 30 31 �INTERIOR SIDE 50 51 INTERIOR SIDE 2 53 LAM 10 P*DJRXI "N&Wto K 0 3 33 34 `c MKWg wk% ft "WW 57 EXT] RIOR SIDE -@ z Li - DWS669 Cd. 7�01: A—pft—NOIL�,17- 7 7 _@ Active Inactive L.Pinafi.. W M @--� z 4 INTERIOR SIDE By iRiORS 17 17 EXTERIORI S SIDE 12 @ 5 5 2 pit THO)w J. SOTOS so* 0 0 • 2 OFESSIONAL ENGINE4 FL LIC 65226 INSTALLATION FASTENERS NOTES *1X BUCK* MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16" X 3 1/2: Long TAPCON(*) JAMB: 5/16 X 2 3/4 Long TAPCON(-) MULLIONS: 5/16- X 2 1/4" Long TAPCON(-) (!) TAPCON BY -ELCO ULTR&CON "2X BUCK* MINIMUM REQUIRED FASTENER LENGTH HEAD: 5�116: X 3" Long TAPCON(-) JAMB; 5/16" X 2 /4 Long TAPCON(-) MULLIONS: 5/16" X 2 1/4" Long TAPCON(*) 011 TAPCON BY ":��N, EMBED INTO 3500 PSI CON NOTE. ALL FASTENERS W/ 1 1/2" MIN, EMBEDMENT, /4' MIN.Fr)rF DisTANcE & t/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy-155ksi ANCHOR ULTIMATE STRENGTH Fu=177ksi TAPCON "L' SPECIFIED ARE MINDEUMS SEE ELEVATION AT SHEET I f 6 FOR ANCHOR MAIL SPACING AND LOCATIONS 13 12 12 23 @) 2' Sill SKI Height Ight SILL 7 w. MIN EMBED1 }',MIN EMBED. INTO TYP 3500 PSI COME. • 5/16' ELCO TAPCON W/ •(TYPI) MIN EMI (SEE 2 /4'DIST EDGE DIST.) SHEET I OF (MIN. EDGE .) jr: �'!!. 0 :fro T 4F. Wv ,vS, s lal4d 1%"d1,p.L1 FB(.ftOO: k �L d M.It-Point Lock 01/27/it R.,i..d t. ...Ply 2010 FBC Revised to ­Mply 2014 FBC *,—d t. Of 9/9 2117 FV& - 8501 NW 90th St. LEY, FLORIDA 33166 LA WS ON MEDLEY, (I I'T 1:> T-7 -.3r R I IE: �5, 1 11T C; - (305) 696-8660 MANUFACTVRIB OF QUAUff ALVAUNUM VVIDOWS' AND CLASS D"fis N_ APPROVAL IMPACT FRENCH DOOR 4 OF 6 Netion I �"d-o �06W—ia La Porte" Impact" French Out -Swing Door 1: 000 • 0 S-O& ..,� *I", FD-2003 I ..-....1-. s uc ArTACN1EN1 m)aF w� 1/4 INTERIOR SIDE Sa+Evs ale nD " 1- PMJPFaI__ @ Glazing Adapter wssE)•Lr smEvs aza ...__..� ED uJaw r5/e'-{Glazing Depth ' VA. Phu" 29 30 31 Slliwae VFATIFRSIRIP iACE uP � �ullang ff��l/ Ill''I - - - - -"" R Laminated Glaza Types A", "B" or "C' by : (see below) 1NTERE R SIDE °0m ' (SEE TABLE W/ CORRESPONDING FRAME ASSEMBLY DETAIL SIDELITE/JAMB ATTACHMENT DETAIL GLAZING TYPE A DEsauPrlDro 1/4 Rouad 33 34 BQ1d 9 10 sao Aaxs Ma ��N EXTERIOR SIDE smm a ° GLAZING DETAIL #1 SILL SEALANT DETAIL NOTE Ic,4rcn TO BE sEIEED SIMILAR TO au LEFT DmR 'A' - SENTRYGLASS by. Kuraray America, Inc. /IaNr£ STILE 'B' - TROSIFOL PVB by. Kuraray America, Inc. LIFT on 1MTERNN. 'C' - SAFLEX PVB by, Eastman Chemical Co. AS R � THREADED RDD S/Y DIA INTERIOR SIDE NaIGC AnAQeaNT I0 Glaaing Adapter Glue ➢E➢TH LDG Sf%VS YDl 6/16' Laminated Gloss 9 30 31 YN , v4• PH/RIa.. 5/e Types "D" or "E" 33 34 G1 De th HINGE ATTACHMENT by : (see below) DETAILS ,Pr¢a RnE (SEE TABLE W/ CORRESPI]NDING - - - - PRE LILT NvfD NDIGE lLK TO DCUR STU.t GLAZING TYPE a DESCRIPTION) T® 0. V / 1/4' Insulated o Air Space w/ t1/6• Temp. Glee. SIDE mrTOA xD,cE ATTAwa:rrt REK NUT INSULATED SPACER-T-Senl'- Ginning Bead SCAEVS Y� AMD VASAM Arta Sent Sr gle Spacer 1 Y10 = 34' " PXO PANEL ASSEMBLY DETAIL P � 81z 25H 357p°Ce zs EXTERIOR GLAZING DETAIL #2 Act[a Nat mw( �-0 O 'D' - SAFLEX PVB by. Eastman Chemical Co. 'E' - SENTRYGLASS by: Kuraray America, Inc. GLAZING TYPE & DESCRIPTIONS .466. 0 A Laminated Glass b Du nt - Glans a "A" 1TBY DBSCHIO'I'ION DE71D. 32 1 3/16' Ameoted 2 _2 wu• 2 .090' SentryGess Interlayer ' Mneoled 0 A Laminated Glass b Du nt - Glass "B" Timm DBSCROPITON DLT1d 39 1 1/8' Annealed sr 2 ,090' TRDS[FOL PVB 1nteNnyer. T — 7 1/8' Armeated Glass b SOluti, DBSBIPI'ION -- Glass DEfAD. 34 4 , 1 7 1/8' Hent-s"'gthaned Glass 2 A90' SnfleR PVB Inhrla , - o34r• 3Neat-Strengthened Glass GLAZING TYPE & DESCRIPTIONS .340 O A Laminated Glass by Solutia - Glass Type D II'BY Dl5CRUMa"' DEfAd 1 1/9' Heat -Strengthened Glass I ' © , IFF 2 3 .090' S"Aex PVB Intertsyer 1/8' Hent-Strengthened 11 — f. 34 4 1/4' INSIAATED AIR SPACE 5 US' TEMPERED GLASS .340 O A Laminated Glass by Solutia - Glass Type E rrzm DH9CREMON DEEAD. 1 1/8' Hent-Strcngtlrmed Glass l ® -Tr 2 .090• SentryGass Interlayer 3 1/0' Hent-Strengthened G(ns TII ' O amp. J 4 1/4' INSULATED AIR SPACE 5 V8' TEMPERED GLASS Nmi�MllN am 0.a° 014 SAS OR SELF DRILLING SCREWS e14 SAS O;I/',' NG SCREWS sn4•� }n-Niaf Sao Hl Lis INTO METAL STRIIC TORE INTO META <SEE NOTES FOR SPACING) (SEE NOTE) 1.--II--0.125 THK. AIR L.-GA IGN. tYODU(( IYiWW ++"IMIN EDGE ➢IST. II (6063-T5 MIN.) HII (fy =36KSI MINI y M:H oarpb{K ��ALUMINUM TIME W_LTOMSTEEL TUBE6i COLIMA7 / Inlldbg R"adeREFERTO APPROVE➢(STEELDlCONTACT V/ ALIM. BlaMIA1gDADEADATO BE PLATED OR PAINTED) A4-".Na G A IYaeeI Lsd'nd-B•��b��(�3 gaFYatlaa hoe 1/4' MAX. SHIM TYP. 1/',' MAX. SHIM TIP. AA RTaiFYY f'eat(al Taros L nn. >EA°iao°L a � — -Eceai°i° 11/4' MIN. S/16' ELCO TAPCON W/ EDGE DIST. 1 1/4' MD! EDGE DIST. 1 1/2' MIN EMBED, irDIST 5/16' TAPCON V/ TIP (SEE NOTES FOR SPACING) THOYAS J. SOTOS • • • • • • 1� GE ASSEMBLY DETAIL I (SEE2 NOTES EFOR SPACIING)� r I PROFESSION 55225 E$B • • 8 4_� • <COHC. TO BE 3 KSI MIN,) 2 x (P.TI �' C• 55225 • T Tj,,y�p /T /"7��` /T MNJ./ (AaN. EMBED SEE GEN. NO E 53) ` AU �{'flies • • RGy18�d L✓! co�.l • • �J� Yr/ � ®1 y ( „ `". ~ ` ,;,• ' )- p jpTr/�'BC•007Ne adde+ / 8501 NW 90th St. ire. • lsellRed G1,! 01/=/10 • • • • MEDLEY, FLORIDA 33166 L - Aahland Yult-Point Lock 01/27/11 N USTI�IES, INC. (305) 696-8660 L4' MAK SHIM TYP. 1/4' MAX. SHIM TYP. ••: * Revised to oomply w/ 2010 FBC A(ANUPACrURSR OF QUALITY ALUMINUM WLNDOVS AND CLASS DOORS Barbed to comply w/ 2014 RCcw.a rme cl..� DYSY Ceaaenv a w../Yw.a rEe* aA..4 • W _ �evlsed to •ompl �/ Ol7 NOA APPROVAL IMPACT FRENCH DOOR 5 OF a •6" : 1L!` s.,4..A qE• a Hal .N�atsaa E a 11 01/1 *"LaPorte" Impact" French Out —Swing Door OPTIONAL INSTALLATION DETAILS MAY APPLY •���FV Ai •��� • Nelson i o • a p1 /1 • TO ➢Oat FRAME JAMB AND/G2 FRAME HEAD FRAME INSTALLATION OPTIONAL DETAILS °if • • �+`_ • • • • c s..I.s AAr"M: a.,.ww a.as..: s.w.(.a (TYP.) DATE_ FU-2003 (, .s:us i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • dm d n� a 6 z 'a� OPTIONAL 46 TWO -POINT LOCK LOCK #HC-060 (+/- 76.0 ps1 DP) 0.0. 1,, BOLT J / FLUSH MOLT AND TWO -POINT LOCK 49 ANGLE GUIDE #FD-627-1 MULTI -POINT LOCK ACTIVE 3/8, ❑D. 3/8' OA. STEEL BL1LT STEEL BOLT Optional Multi -Point Locks (+/- 66.0 PSI DP) 1 ASHLAND #V5110-STACT51 ASHLAND #W5110-STPAS4 I 1.500 _E 2 1.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2- LONG #FD-625-1 2' 1 1/2' II SIDELTPE PANEL ALUMINUM PLATE 35 2" LONG #HC-002 .sm r� _JA 1 I "g _1 JITAESS STEEL aRi (+) (U WM. O.D. SSS (t/- 76.0 Of (•) 3/8• D.D. SSS N/- 160 psf) INACTIVE -PANEL 18 FLUSH BOLT #HC-001 076 -{I- �I .07 05O •3.5 --{ i_ ��ff I I .875 .062 I 0 .096 17 r I � 1.750 1.259 { L .908 I- I 074 .127 GLAZING ADAPTER 26 QUARTER ROUND IL #L-910 O 6HEAD #FD-834 O PANEL HINGE STnE 6 #L-907 060 .114 91130 726 4.187 r I-F .808 •098 2.031 HINGE LEAF QUARTER ROUND 1.750 .075 11 #L-908 10 (3/8") BEAD #L-912 T070 5.05 -� _ 060 PANEL LACK STILE .835 .656 O #L-905 .808 --1� I -� 1.75 -I 1.750 OQUARTER ROUND (1/4-) BEAD .125 1.250 #L-911 .072 J r1L0.198 .065 045 _ HALF ROUND I 4.000 42 062 .072 FALSE MUNTD7 O RAIL ADAPTER 1 .500 #L-913 #L-909 .094 Flexible Vinyl FPVC Com 'ion -Team Wastica Inc. '1. FPJC 81adc Compound No. 7200-75 PHYSICAL ASIMNO. Dizometi:rHadm•'A', ID.. 75 D-2240 Specific Greviy 1.45 D-792 T.Mik Streogih, PSI 1640 D438 Mfio Eb gd.%Y. 340.0 Db38 Modulus (� IOOY.Dmpfim, PSI 765.0 Db38 &itOmeaA .31.0 D-746 FPVC White: Compound No. 7267-75 PHYSICAL ASTM NO. D(�mmlerAas3mss'A', IO see 75 D-2240 Specific Grasity 1.45 D-792 Tc kStagd%PS1 1640 D-638 Ult-we Elongetioq % 325.0 Db38 av Mm,,h, ® IDD%17m gum, PSI 765.0 D-638 1m ec Dnttlmess, -30.0 a746 4.500 J 1.750 065 .687 O FRAME BEAD 1.812 ---I #1-901 1.25kf 10].4 6-42.000 7 4.500 -I OFRAME SILL #L-902 .082 .100 1.912 -{ .136 PANEL TOP & 5 BOTTOM RAIL FRAME JAMB #L-908 O #L-903 1.812 --I .066 r .063 21<� 1- 4.500 -1 4 JAMB ADAPTER #L-904 4.34E 1I Y' 0.078 0058 J 4.066 44 FRAME HEAD SHEAR PLATE #L-915 2.688 1. ALL DIMENSIONS SPECIFIED ARE IN INCHESto .100 � '�0 2. SEE ELEVATION AT SHEET' 1 OF 6 FOR MMA&6 MAX. SPACING AND LOCATIONS _ PM4 wqi 4!T•Ir FRODIIC f REV182'D 4.500 I I aswmpwft will, ne Skrtir. � aK aae lra i8 Ose3-et as aw. 45 FRAME LOW STU EWr'a•otsDailt a Raplr.M.a4tel�� #L-918 I•1 NOTE- FESSIONAL ENGDiEF,� • • • • • OR 11 �- 1•...•I.. • FL L1C.# 5�,225 • .�'' :3�' �< • 9 ' $F'• ftlMd 15 cLthsplqP e• %iI11trl♦ted *A1. 01/!2/10 • • • • % •-�* = Aahlaad Mult-Point ]uclr 01/27/11 Revixd to comply w/ 2010 FEC ' Revised to comply w/ 2014 FBC • 124% viaed tocomola 4.1. 2017 FBC_ - • • • IS"• .iv_ 01 a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REFER DI DETAIL •83' AT SHEET a 3 OF 6 �+850 NW 90th St. T®-=-.���/j�//� FOR ADDITIONAL NOTES AND LIMITATIONS L A I/ S ON MEDLEY, FLORIDA 33166 IND STR INC. (305) 696-8660 MANMACM"R OF QUAL7YY AADAUNUM IINROFS A" CLASS DOQRS sr LW.., Parf CLw: !'ral C+fy+rµ S•r4y](a4•e ! SA••e DA APP80VAL IYPACT fl1ENCN DOOR Gofs "La Porte" Impact" French Out -Swing Door FO-2003 I-