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WS-17-2059Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. WS-8-1 7-2059 Perm!t Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Issue Date: 9/21/2017 Expiration: 03/20/2018 Parcel Number Applicant 825 NE 92 Street Miami Shores, FL 33138- 1132060050052 Block: Lot: ST MARTHA'S CATHOLIC CHUR Owner Information Address Phone Cell ST MARTHA'S CATHOLIC CHURCH 825 NE 92 Street MIAMI SHORES FL 33138- Contractor(s) Phone JB GARAGE DOORS INC (305)751-3642 CeII Phone Valuation: Total Sq Feet: $ 1,200.00 0 Type of Work: REPLACE GARAGE DOOR No of Openings: 1 Additional Info: IMPACT Classification: Commercial Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $2.00 $2.00 $0.40 $110.00 $9.00 $1.60 $126.20 Pay Date Pay Type Invoice # WS-8-17-64870 09/21/2017 Credit Card 08/15/2017 Credit Card Amt Paid Amt Due $ 76.20 $ 50.00 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Final Review Building Review Building 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 aning. FuthermI authorize the above -named contractor to do the work stated. Authorized Signature: Owner Contractor / Agent September 21, 2017 Date Building Department Copy September 21, 2017 1 BUILDING PERMIT APPLICATION BUILDING (l ELECTRIC 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 Master Permit No. "VS— ""l3 91 7-- Sub Permit No. W S II r pi ROOFING ❑ REVISION ❑ EXTENSION ' ENEWAL PLUMBING ❑ MECHANICAL (PUBLIC WORKS n CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ez-- Ile 9,v~21ixe j=t City: Miami Shores County: -.. _ Miami Dade Zip: 73/ 3 Folio/Parcel#: // 3 2 O 60O 5 7 7 j� Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: 1� �f / Fllood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):_5t /-4_,e`7XA 6- 4124c e/die Phone#: 3A.5 7�/— QOOs Address: O S �CL Q a fir' , �! City: M; Cr:n , col-e S State: f 14 Zip: -.3/ 3? Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Jam' ft1/2117e 2' &71s 1/(' Phone#: (3D') f2Z - 7 ' 70 Address: Ia))\gS N lt-) q g� // City: ' / % .7 lc,.A- C- o r alCI$ State: r/A- Zip: 3 3eV 8 Qualifier Name: p 1n ec' 3 of Phone#: State Certification or Registration #: (JJ ' Certificate of Competency #: O / 53 9 %O oR DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ V0- V (p Type of Work: ❑ Addition ❑ Alteration n New Repair/Replace n Demolition Description of Work: rOp1 i C.e. 0 Glea 1 —CO 'firm-,i-t4LL5i3 got Specify color of color thru tile: Submittal Fee $ Permit Fee $ , CO " CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ �o ' 7-0 (Revised02/24/2014) .tea Square/Linear Footage of Work: Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature The foregoing instrument was acknowledged before me this 3 r0( day of j.wQ. , 20 1 7 , by Sr. 1�2ct b'¢',Tv\\Nb(k'i✓�} , who is personally known to - or who has produced 1 as identification and who did take an oath. NOTARY PUBLIC: Sign: • Print: Wet11 (2i' o / I / , iQ $ Seal: *********** 4C 3 APPROVED BY (Revised02/24/2014) THLEEN M BOST MY COMMISSION # FF216826 EXPIRES April 02. 2019 460**** 11 Signature TRACTOR The fo g instrumentewas acknowledged before me this �) 3 / day of VI / , 20 ' , by \ k. (r1 who is ersonall me or who has produced identific on and who did take an oath. NOTARY r' BLIC: Sign: Print: Seal: Plans Examiner Structural Review Notary Public State of Florida Marybel Mustelier My Commission FF 981324 „mod' Expires 04/12/2020 as *** Zoning Clerk Page 1 of 1 Property Search Application - Miami -Dade County 6- 716 Summary Report Property Information Folio: 11-3206-005-0052 Property Address: 825 NE 92 ST Miami Shores, FL 33138-2908 Owner PROVINCIAL REALTY ASSOCIATES INC Mailing Address 9401 BISC BLVD MIAMI SHORES, FL 33138-2970 PA Primary Zone 0900 SGL FAMILY - 1901-2100 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,275 Sq.Ft Living Area 2,537 Sq.Ft Adjusted Area 2,906 Sq.Ft Lot Size 12,345.2 Sq.Ft Year Built 1955 Assessment Information Year 2017 2016 2015 Land Value $333,122 $271,974 $185,271 Building Value $234,282 $235,967 $239,338 XF Value $1,626 $1,654 $1,345 Market Value $569,030 $509,595 $425,954 Assessed Value $512,015 $465,469 $423,154 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $57,015 $44,126 $2,800 Parsonage Exemption $512,015 $465,469 $423,154 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description GOLDEN GATE PARK ADDN PB 6-130 E19.395FT M/L OF LOT 10 & ALL LOT 9 & W18.79FT M/L LOT 8 BLK 1 LOT SIZE 88.180 X 140 OR 11154-2 0781 6 Generated On : 8/21/2017 Taxable Value Information 2017 1 2016 2015 County Exemption Value 1 $512,015 $465,469 $423,154 Taxable Value I $0 $0 $0 School Board Exemption Value. $569,030 $509,595 $425,954 Taxable Value $0 $0 $0 City Exemption Value $512,015 $465,469 $423,154 Taxable Value $0 $0 $0 Regional Exemption Value $512,015 $465,469 $423,154 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description 07/01/1981 $170,000 11154-0002 Other disqualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/21/2017 Detail by Entity Name Page 1 of 3 Florida Depa!tment of State Department of State / Division of Corporations / Search Records / Detail By Document Number / DIVSi ON OF CO R PC)!'.: Detail by Entity Name Florida Not For Profit Corporation PROVINCIAL REALT_Y.ASSOCIATES-iNC. Filing Information Document Number 720307 FEI/EIN Number 45-1470889 Date Filed 02/22/1971 State FL Status ACTIVE Last Event AMENDED AND RESTATED ARTICLES Event Date Filed 01/08/1988 Event Effective Date NONE Principal Address 9401 BISCAYNE BLVD MIAMI SHORES, FL 33138 Changed: 03/21/1984 Mailing Address 9401 BISCAYNE BLVD MIAMI SHORES, FL 33138 Changed: 03/21/1984 Registered Agent Name & Address FITZGERALD, J. PATRICK ESQ. 110 MERRICK WAY, SUITE 3-B CORAL GABLES, FL 33134 Name Changed: 04/29/2009 Address Changed: 04/29/2009 Officer/Director Detail Name & Address Title PD JEANTY, CHANEL 9401 BISCAYNE BLVD MIAMI SHORES, FL 33138 http://search. sunbiz. org/Inquiry/CorporationSearch/SearchRe sultDetail?inquirytype=Entity... 8/21 /2017 Detail by Entity Name Page 2 of 3 Title VPSD W( ORCEY �ELIZABE tlj 9401 BISCAYNE BLVD MIAMI SHORES, FL 33138 Title TD CASCIATO, MICHAEL A 9401 BISCAYNE BLVD MIAMI SHORES, FL 33138 Title AS FITZGERALD, J. PATRICK 110 MERRICK WAY, SUITE 3-B CORAL GABLES, FL 33134 Annual Reports Report Year 2015 2016 2017 Filed Date 01/11/2015 01/21/2016 01/10/2017 Document Images 01/10/2017...-- ANNUAL REPORT 01/21/2016 -- ANNUAL REPORT 01/11/2015 -- ANNUAL REPORT 01/09/2014 - ANNUAL REPORT 01122/2013 -- ANNUAL REPORT. 0 t 28//2012..:.... ANNUAI: REPORT 04/05/2011 -- ANNUAL REPORT 02/28/2011 -- ANNUAL REPORT 09/17/2010 ANNUAL REPORT 03/0.2/2010 -- ANNUAL REPORT 04/29/2009...-..-..-ANNUALS EPO RT 01/10/2008 -- ANNUAL REPORT 01/18/2007 -.. ANNUAL. REPORT 01/2312006 ••ANNUAL REPORT .................................................................................................. 01/26/2005 -- ANNUAL REPORT. 0.2...112flQ4.--.-._ANNUAL..[ SPORT 01/22/2003 -- ANNUAL REPORT 01/23/2002 -- ANNUAL REPORT t7,1 252001..:,::..,ANNUAL. REPORT 01 /24/2000 -- ANNUAL REPORT 02108 /1 %99--ANNUALREPORT 02/03/1998 -- ANNUAL REPORT 01/23/1997 -- ANNUAL REPORT View image in PDF for View image in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDt- for View image in PDF format Vew image in PDF format View image in PDF format View image in PDF format View image in P>F format View irnage in PDF format View image in PDF format View image in PDF format View image in PDF format View image in PDF format View irnage in PDF format View image in PDF format View image in PDF format View irnage in PDF format View image in PL)F format View image in PDF format View in in PDF formal http://search. sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 8/21 /2017 Local Business, Tax Receipt ,;,Miami —Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 2630854 BUSINESS NAME/LOCATION • J B GARAGE DOORS INC 12195 NW 98 AVE HIALEAH GARDENS FL 33018 OWNER; J B GARAGE DOORS INC Workers) 17 RECEIPT NO. RENEWAL 2759117 EXPIRES, SEPTEMBER 30, 2018 'Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT R!CEIVED 196 SPECIALTY BUILDING CONTRACTOR 'BY TAX COLLECTOR' 000018962 $66.00 07/31 /20.17 -FPPU10-17-015706 This Loce!'Business Tax Receiptonly confirms payment of the Local Busineis Tex. The Recelpt Is not a license, permit. er a certification of the holders ggefifications, to do business.Holder must comply with any governmental or nongovetnm9f.regulatorylaws and requirements which apply to the business. . The RECEIPT NO. above must be displayed en all commercial vehicles - Miami -Dade Code Sec ea-276. For more information, visit yyvrvk q►ieipldado.goyjJgt&,4lbut t 006895 Municipal Contractor's Receipt Miami —Dade County, State of Florida • -THIS IS NOT A BILL - DO NOT PAY 2630854 BUSINESS NAME/LOCATION J B GARAGE DOORS INC 12195 NW 98 AVE HIALEAH GARDENS FL 33018 OWNER J B GARAGE DOORS INC Category(s) t RECEIPT NO. NEW 7513613 EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS YMENT RECEIVED MMC SPECIALTY BUILDING CONTRACTOFEATAX COLLECTOR 000018962�' ` $175.00'07/31/2017 FPPU06-17-015681 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license, permit or a certification of the holder's qualifications, to do business Helder must comply with any governmental -or nongovernineiuel regulatory laws and requirements which apply to the business. The RECEIPT N0. above must be displayed on all conimerciel vehicles - Miami -Dade Code Sec 8a-278. For more information, visit Www.mlemidade gov/taxcoliectaf COUNTY DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) DAB Door Company, Inc. 12195 NW 98'h Avenue Hialeah Gardens, FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidadcgovinera/ DESCRIPTION: Hurricane Master® Model 824/811 Steel Sectional Garage Door 16'-2" Wide x 16'- 0" High (Reinforced) with Window Lite Option APPROVAL DOCUMENT: Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 shallbeavailable for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11-0414.13 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI. ' DE OUNTY APPROVED NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 Page 1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 98-05, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated 02/23/1998, with last revision H dated 10/13/2011, sheets 1 through 6 of 6, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS "Submitted under NOA # 11-0414.13" 1. Test Report on Uniform Static Air Pressure Test, Loading and Forced Entry Test per FBC, TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane Engineering & Testing Inc., Report No. HETI-07-4267, dated 06/29/2007, signed and sealed by Candido F. Font, P.E. 2. Test Report on Large Missile Impact Test per FBC, TAS 201-94 and Cyclic Wind Pressure Test per FBC, TAS 203-94, of "DAB 824 Sectional Residential Garage Door", prepared by Hurricane Engineering & Testing Inc., Report No.. HETI-11-3206, dated 02/10/2011, signed and sealed by Candido F. Font, P.E. 3. Test Report on Tensile Test per ASTM E8-08 of "Sectional Residential Door (skin)", prepared by Hurricane Engineering & Testing Inc, Report No. HETI-11-T101, dated 01/29/2011, signed and sealed by Candido F. Font, P.E. "Submitted under NOA # 05-0217.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of "Sectional Residential Door with Windows" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1328, dated 07/15/2003, signed and sealed by Rafael E. Droz-Seda, PE. 5. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door" prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI 03-1329, dated 07/15/2003 signed and sealed by Rafael E. Droz-Seda, P.E. 6. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)" prepared by Hurricane Engineering & Testing Inc, Test Report No. HETI 03-T078, dated 10/31/2003, signed and sealed by Rafael E. Droz-Seda, P.E. "Submitted under NOA # 03-0210.04" 7. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/1998, signed by W. A. Jackson, P.E. Carlos M.,Utrera, P.E. Product Control Examiner NOA No. 12-0110.08 Expiration Date: July 21, 2015 - Approval Date: March 1, 2012 E-1 DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 04/05/2011, signed and sealed by Javad Ahmad, P.E. "Submitted under NOA # 09-0128.01" 2. Anchor verification calculations prepared by Al-Farooq Corporation, complying with F.B.0 2007, dated 12/18/2008, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/2008 and expiring on 07/17/2013. 2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/2007 and expiring on 11/29/2012. 3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products, LLC, for their Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 11/10/2011 and expiring on 01/11/2017. F. STATEMENTS 1. Statement letter of code conformance to FBC 2010 and no financial interest issued by Al-Farooq Corporation, dated 10/25/2011, signed and sealed by Javad Ahmad, P.E. 02-Z24I2 C rlos . Utrera, P.E. Product Control Examiner NOA No. 12-0110.08 Expiration Date: July 21, 2015 Approval Date: March 1, 2012 E -2 7-1/2" X 3" X .071" GALV. STEEL END ROLLER HINGE W/ (6)) #14 X 5/8" SMS 7-1/2" X 2-1/4" X 18 GA. GALV. STEEL CENTER HINGE W/ (4) #14 X 5/8" SMS LOCK 2/ DOOR 1" W X .15 THK. LATCH O PUSH NUT O0 SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) #14 X 1/2" S.M.S. 5/8" MIN. LOCK ENGAGEMENT CONFORMS TO FBC 1012 REGARDING GARAGE DOORS .158 DIA. GALV. AIRCRAFT TYPE CABLE & NICO-PRESS SLEEVE W/ MIN. 5 TO 1 SAFETY FACTOR 7"X3"X0.1" STEEL PLATE WITH (4) #14 X 3/4" SELF DRILLING SCREWS ® \ U BRACKET STD. LIFT DOOR DOOR HEIGHT CONSISTS OF TOTAL # OF 'U' BARS AT EACH DOOR 6'-8" 2 SECTIONS 18" 2 SECTIONS 21" 3 8'-9" 1 SECTION 18" 3 SECTIONS 21" 7' 4 SECTIONS 21" -- 7'-3" - - 7'-6" 5 SECTIONS 18" - 7'-9" 4 SECTIONS 18" 1 SECTION 21" 8' 3 SECTIONS 18" 2 SECTIONS 21" 8'-3" 2 SECTIONS 18" 3 SECTIONS 21" 4 8'-6" 1 SECTION 18" 4 SECTIONS 21" 8'-9" 5 SECTIONS 21" - 9' 6 SECTIONS 18" - 9'-3" 5 SECTIONS 18" 1 SECTION 21" 9'-6" 4 SECTIONS 18" 2 SECTIONS 21" 9'-9" 3 SECTIONS 18" 3 SECTIONS 21" 10' 2 SECTIONS 18" 4 SECTIONS 21" 10'-3" 1 SECTION 18" 5 SECTIONS 21" 10'-6" 6 SECTIONS 21" - 5 10'-9" 8 SECTIONS 18" 1 SECTION 21" 11' 5 SECTIONS 18" 2 SECTIONS 21" 11'-3" 4 SECTIONS 18" 3 SECTIONS 21" 11'-6" 3 SECTIONS 18" 4 SECTIONS 21" 1 1'-9" 2 SECTIONS 18" 5 SECTIONS 21" 12' 1 SECTIONS 18" 6 SECTIONS 21" 12'-3" 7 SECTIONS 21" - 12'-6" 6 SECTIONS 18" 2 SECTIONS 21" 12'-9" 5 SECTIONS 18" 3 SECTIONS 21" 13' 4 SECTIONS 18" 4 SECTIONS 21" 13'-3" 3 SECTIONS 18" 5 SECTIONS 21" 13'-6" 2 SECTIONS 18" 6 SECTIONS 21" 6 13'-9" 1 SECTION 18" 7 SECTIONS 21" 14' 8 SECTIONS 21" - 14'-3" 6 SECTIONS 18" 3 SECTIONS 21" 14'-8" 5 SECTIONS 18" 4 SECTIONS 21" 14'-9" 4 SECTIONS 18" 5 SECTIONS 21" 15' 3 SECTIONS 18" 6 SECTIONS 21" 15'-3" 2-SECTIONS 18" 7 SECTIONS 21" 15'-6" 1 SECTION 18" 8 SECTIONS 21" 15'-9" 9 SECTIONS 21" - 16' 6 SECTIONS 18" 4 SECTIONS 21" 1 ID CD TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" STEEL PLATE WITH ONE 5/16-18 MS W/ NUT FASTENED TO END STILE WITH (6) #14 X 3/4" SELF DRILLING SCREWS SEE SHEET 4 FOR TOP BRACKET OPTIONS CENTER STILES SEE SCH. 'A' OPTIONAL DOOR VIEWER TO BE INSTALLED AT ANY CENTER STILE A / i i• 1' • • v• N BRACKET LOW HEADROOM DOOR OPTION 7-7/8" X 3-1/8" X .010" STEEL PLATE WITH (4) #14 X 3/4" SDS CENTER STILE OUTSIDE HANDLE �D\ fipL i • \ / • z w x a g FIVE SECTIONS DOOR i w O N I Z is F OPTIONAL VENTS (3) 5" WIDE AT 7" 0.C. MAX. OPNG. AREA NOT TO EXCEED 120 5Q. IN. MAX. DOOR WIDTH OPTIONAL FLUSH FACE WOOD GRAIN DESIGN L A END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8" SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR OPTIONAL OUTSIDE KEYED LOCI' LOCK BAR LOCKING SHOWN ALT. TO LOCKS SHOWN ABOVE REFER TO SHEET 2 FOR U-BAR PLACEMENT li�■II pill pill 16'-2" INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT CENTER STILES SCHEDULE 'A' pill 8'-0" TO 9'-1O" DOOR WIDTHS pill 111E11 pill hill 10'--0"PTO 1 '=10"- DOOR WIDTHS p■1II ®II pill 11101 12'-0" TO 13'-10" DOOR WIDTHS CENTER STILES CONFIGURATION DOOR WIDTHS # OF CENTER STILES 8'-0" TO 9'-10" 2 10'-0" TO 11'-10" 2 12'-0" TO 13'-10" 3 14'-0" TO 15'-10" 4 15'-11" TO 16'-2" 5 Il�il f3 I mil 14'-0" TO 15'-10" DOOR WIDTHS DAB DOORS INC. Hurricane Master® Model 824/811 Max. Size 16'-2" X 16'-0" High With Window Lite Option DESIGN PRESSURE RATING = + 48.0 PSF — 52.0 PSF GENERAL NOTES 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. 5. A LOAD DURATION. INCREASF.'•;1S USED IN DESIGN OF ANCHORS INTO WOOD ONLY. Engr: 'JAI1h D AHM ADr CIWL FLA. PE.' 705Q2 C.A.N. 3538 D mil it p■1Il pill ••I ti 15-11" TO 16'-2" D.00R WIDTHS 11 .PRODUCT REVISED • Yae complying with the Florida Building Code —Acceptance No 12,- Og EsPi11gion /5 ByG/�C'!1 'l!.. ICY,� i 1'.. Product Convol J FAX. (305) 262-6978 co 0 CV N in c 15 (.3 Z re O O m to to 1 tO w r- 0 0 0 •0 z 0 0 0 0 .D 0 0 0 O 0 O 0 0 c 0 W 4 0 co 0 O drawing no. 98-05 (sheet 1 of 6 4 SECTION DOOR HEIGHT RANGE 6'-6" TO 7'-0" (3) U-BARS SCETION 5 SCETION 4 SCETION 3 3 SCETION 2 • 4 5 SCETION 1 5 SECTION DOOR HEIGHT RANGE 7'-6" TO 8'-0" (3) U-BARS SCETION 6 SCETION 5 SCETION 4 SCETION 3 E SCETION 2 w SCETION 1 6 SECTION DOOR HEIGHT RANGE 9'-0" TO 10'-3" (4) U-BARS SCETION 7 SCETION 8 7 SECTION DOOR HEIGHT RANGE 10'-9" TO 12'-3" (5) U-BARS 1 SCETION 5 SCETION 4 1 SCETION 3 4 SCETION 2 SCETION 1 F7 5 SECTION DOOR HEIGHT RANGE 8'-3" TO 8'-9" (4) U-BARS SCETION 6 SCETION 5 dp SCETION 4 SCETION 3 O E SCETION 2 J SCETION 1 i4 6 SECTION DOOR HEIGHT RANGE 10'-6" (5) U-BARS SCETION 8 SCETION 7 4 SCETION 6 SCETION 5 SCETION 4 a- 4 SCETION 3 if B P SCETION 2 9 6 SCETION 1 8 SECTION DOOR HEIGHT RANGE 12'-6" TO 13'-3" (5) U-BARS SCETION 5 SCETION 4 1 SCETION 3 SCETION 2 I SCETION 1 1 I 9 SECTION DOOR HEIGHT RANGE 14'-3" TO 15'-9" (6) U-BARS SCETION 10 SCETION 9 SCETION 8 A SCETION 7 SCETION 6 SCETION 5 SCETION 4 ISCETION 3 ISCETION 2 SCETION 1 1 10 SECTION DOQR HEIGHT RANGE 16.-0" (6) U-BARS SCETION 8 SCETION 7 SCETION 6 SCETION 5 A A a 4 SCETION 4 4 0 4 SCETION 3 e a e SCETION 2 a SCETION 1 6 C e 8 SECTION DOOR HEIGHT RANGE 13'-6" TO 14'-0" (6) U-BARS ,Engr: JAVAD' AHMAD • CNIL, FL.A. PE ; 70592 C.A.N. 38, + PRODUCT avian) :•1q complying with the Plafide $u11di0a Code Acoaptanoo No Expiration 'f /PlfJI✓_✓ 5 Ay Miami Collins! y. V in 00I rn 1�J 0 co 0 LL.1 ¢co w U±- .Z (n V) Cn 0 O z� • 1!) CO 1 N= CD co CO O N 0 o_ 0 CO 0 CO 0 0 so 0 ri 0 O C 02-23-98 J 0 I 1 L `U1 drawing no. 98-05 (sheet 2 of 6= 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS • BOTTOM OF PANEL TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO #14 X 5/8" S.M.S. AND TO END STILE W/ FOUR #14 X 3/4" SELF DRILLING S. 1/2" X 1-3/4" X 16 GA. OPEN TUBE 0 TOP & BOTTOM OF EACH PANEL BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" O.C. AND RUBBER WEATHERSTRIPPING 1 ST SECTION (BOTTOM) REINFORCING STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/16" X 1-5/8" LAG SCREW (FULLY THREADED) HEX WASHER HEAD TYPE A SOUTHERN PINE 0.55 S.G. 4 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING STEEL TRACK 14 GA. X 2-1/8" X 1" (STANDARD) 12 GA. X 3-5/16" X 1-1/2" (OPTIONAL) FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8" TRUSS HD. SLOTTED M.S. & ' LOCK - NUT 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELF DRIWNG SCR. INTERMEDIATE SECTIONS REINFORCING OPTIONAL STOP MOULDING BY DOOR INSTALLER #14 X 5/8" SMS 6 PER HINGE 1/2" X 1-3/4" X .058" FORMED STEEL —GLUED TO PANEL AND SECURED TO END STILE WITH (4) 3/16POP RIVETS 1-7/8" X 2-5/8" X .049" STEEL CENTER STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16" RIVETS # 14 X 5/8" S.M.S. 4/ HINGE 7-1/2" X -.050' GALV. STEEL CENTER HINGE 7/8" PUSHNUT INSTALLED ON ROLLER SHAFT INTERIOR SIDE SECTION B—B 24 GA. STEEL PANEL FLAPS BENT OVER PANEL USE REINFORCING 'U' BAR AT TOP SECTION ONLY AT FOUR SECTION DOORS 16 GA. X 2-1/4" X 3/4" X 2" GALV. STEEL U.BAR REINFORCING TRUSS TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES W/ TWO # 14 X 5/8" S.M.S. AND TO END STILE W/ FOUR # 14 X 3/4" SELS DRIWNG SCR. TOP SECTION POP RIVETS 7-1/2" X .071" END ROLLER HINGE 3/4" X 2" X 2-1/2" X .049" STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND (5) OR (6) 3/16" ALUM RIVETS SEE DETAIL ABOVE EDGE DISTANCE 1.82" DIA. X .50" STEEL ROLLERS (STD.) 1.82" DIA. X .50" PLASTIC ROLLERS (OPTIONAL) 2.75" DIA. X .50" STEEL ROLLERS (OPTIONAL) WITH 4-1/4" STEM 1/2" PUNCHED HOLES 0 4" O.C. (3} 3/16" POP RIVETS AT 4" 0.C. (6) FOR 21" STILES (5) FOR 18" STILES .024" STL. PANEL 0 --END STILE OUTSIDE OF D00 SOLID BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/1 6" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL 3/8" POWER —BOLT BY 'POWERS' 2" MIN. EMBED INTO CONC. 2" MIN. EDGE DIST. ONE PER BRACKET SEE SHEET 3 FOR BRACKET SPACING ' 1/4-20 SS BOLT & NUT Engr: JAVAD AI-IMAD OMI FLA. PE 70592 • v.C.A , 5J$' 1 PRODUCT REVISBD as BMW*&with the Florida Acceptance No ' ' 1 0 cos, Expiration • Zfilf/ae /S. DY M i F Product FAX. (305) 262-6978 c GARAGE\98-05DAB 0: 0 ua 11 5g inn 24 GA. ROLL FORMED U z N rY O N to i0 co 0 0 0 n C 0 co C) UPDATED FOR 2007 FBC ENGR. NAME CHANGED 6 0 NO CHANGE THIS SHEET CD 4-0 0 121 0 8 0 0 0 0 0 0 0 ri 0 0 0 w CO m N N 0 0 •0 0 a0 v drawing no. 98-05 (sheet 3 of--6 POP RIVETS 2" / 2-3/4" X 5-1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET FASTENED W/ (6) # 14 X 5/8" S.M.S.- .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/18-18 X 3/4" HEX HEAD M. SCREWS & NUTS. TOP BRACKET (STANDARD) TOP BRACKET (OPTIONAL) LOW HEADROOM DOOR HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" X 1-5/8" LAG SCREWS INTO WOOD OR 5/16" SLEEVE ANCHORS WITH 1-1/4" EMBED INTO MASONRY 3 PER BRACKET 2-1/2" X 4-1/4" X 13 GA. STEEL PLATES WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4-20 SS. BOLT & NUTS 2" X 5-1 /2" X .104" GALV. STEEL FASTENED W/ (4) # 14 X 5/8" S.M.S. TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OPTION HORIZONTAL REINFORCEMENT 1/2" X 1-3/4" X .058" FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS 5/16" MEETING RIB 1.82" DIA. X .50" STEEL ROLLERS W/ .44 DIA. X 5" STEM OPTIONAL INSULATIONS: BY 'DYNAST PRODUCTS LLC' EPS-EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. #07-1107.08 OR IS0-25 POLY-ISOCYANURATE DENSITY = 2.0 PCF N.O.A. #07-0301.10 OR 13Y 'INSULFOAM LLC' DENSITY = 0.92 PCF N.O.A. #07-1016.07 14 GA. GALV. STEEL ROLLER HINGES FASTENED W/()#14X5/8"SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING QUALITY G-40 MIN. YIELD STRENGTH = 39 KSI WITH PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL. 12 GA. GALV. STEEL BOTTOM BRACKET FASTENED W/ (4) # 14 X 5/8" SMS BOTTOM SEAL .058 ALUM PLATE WITH 1/8" X 1" S.M.S. 0 48" 0.C. AND RUBBER WEATHERSTRIPPING SECTION A —A SEE SHEET 2 FOR LOCATION OF REINFORCING TRUSSES 0 w z z a. a 0 0 wi 8 m m C M c N TRACK CONFIGURATION HORIZ. TRACK SUPPORT, CENTER SUPPORT REQD. ON DOORS EXREEDING 8 FT. IN HEIGHT II A -I II A J HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" 14 GA. GALV. STEEL TRACK 2 X 2 X 1/6" HORIZ. ANGLE SPOT WELDED TO HORIZ. TRACK WITH TWO WELDS AT 1 -1/2" APART FIRST AT 3" 0.C. REST AT 9" 0.C. CONNECTED TO FLAG BRACKET ANGLE W/ 3/8-16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4-20 X 5/8" BOLT & NUT VERTICAL TRACK 2-1/8" X 1" X .080" SECTION A —A DOOR HEIGHT * SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 B5 B6 B7 88 6'-O" 18" 18" 18" 18" N/A 1" 11--3/4" 23" 34" 45" 56" 67" - 6'-6" 21" 18" 18" 21" N/A 1" 11-3/4" 23" 34" 45" 56" 67" - 7'-0" 21" 21" 21" 21" N/A 1" 11-3/4" 23" 34" 45" 56" 67" - 7'-6" 18" 18" 18" 18" 18" 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" 8'-0" 21" 18" 18" 18" 21" 1" 11-3/4" 23" 34" 45" 56" 67" 78-1/4" *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" 0.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2--3/16" HIGH CON ECTED TO TRACK WITH f(I) 1/4" BOLTS & NUTS. VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK 4VA_1144:—"f ,PK OPTIONS Erigr: dAVAD., 71 CMI, • • •FLA. PE' 6170592 • C.A.N. 3538 it " Ip.1 7011 PRODUCT REVISED as complying with the•Flosida BuildColic Acceptance No %I' Ewitstion BY Product Control 1 m co n as 3 8 0 I m rn 0 w 0 U LU LO GA. ROLL FORMED Z N O t7 in O '5 0 a. 'c 0 a) O 0 >. G) 0 t7 n 0 N 0 O 0 cV O 10 O O 10 O r) 0 0 0 W W 0 T drawing no. 98-05 (sheet 4 of,6- 1/4" DIA. LAG SCREWS AT 6" FROM ENDS AND 11 " 0.C. MAX. WOOD BUCK CONNECTION TO WOOD SUBSTRATE WOOD FRAME BUILDINGS STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 12" 0.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED 9" 0.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 2--1/2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 8" 0.C. INTO BLOCK WALL, WITH 1-1/2" MIN. EMBED 9" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" CONFLEX BY 'ELCO' OR 3/8" LDT BY 'ITW' WITH SPACING OF 21" 0.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED 3" MIN. EDGE DISTANCE 3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF 10" 0.C. INTO BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST. 11" 0.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND 2-1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. - PREPARATION OF JAMBS BY OTHERS 1 /4" DIA. LAG SCREWS AT 6" FROM ENDS AND 11" 0.C. MAX. 5/16" X 1-5/8" LAG SCREWS AT 11 " 0.C. 1-1/2" STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM 5/18" DIA. BOLTS WITH WASHER & NUT AT 12" 0.C. MAX. 1-1/4" X 2-1/2" X 14 GA CONT. STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" O.C. IN DOOR OPNG. AT 18" 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 2" 3/8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1/4" 8" 4" 3/8" DYNABOLT BY 'ITW' CONC. 1-1/2" 8" 3" 1 /2" DYNABOLT BY 'ITW' FILLED BLOCK 1-7/8" g" 4" 3/8" POWER -BOLT BY 'POWERS' CONC. 2" 8" 2" 3/8" SLEEVE -ALL BY 'SIMPSONS` CONC. 1-1/2" 8" 3" EDGE DIST. CONCRETE f'c = 3000 PSI MIN. C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 2-1/8" X 1" X 14 GA. GALV. STEEL TRACK FASTENED TO TRACK PLATES W/ (2) 1/4-20X5/8" TRUSS HD. SLOTTED M.S. & LOCK NUT ALTERNATE TRACK INSTALLATION Engr: JAVAQ.AHMAO CML FLA. P,#S701492 0A. 8' 01 1011 PRODUCT REVISED as oauvplyins with the FkwMm- • Coda Ag0!'pIsnce No 12— l l 1,6 EEpirssion >; i2Jf'3/ "/ By Jrr:%rk> Miami •' . Product Control. Z Pw Q0. txO ceo O8 0 8 M D a(M a egur 4 EA 0 u. 8 0 a, 0 0 co a) 1 0 N co 0 4j Q .._1 LL UpE z N - z 1n co off; 00 Zz u) rn - c- Z N Co co t0 N Q M ( 0 .5 0 O a 'C N '11), a 0) 0 U 0 0 o 0 0 0 0 co O 0 0 W 4- z ro rn i3 8 U 0 0 w • dr. by: HAM1D drawing no. 98-05 (sheet 5 of 6 DOOR PANEL 24 GA. (.024) STEEL MIN. /7- 7/16" DIA, WASHER J I • I I :I: III' : I : I Cr111L11 #8 X 3/4" SMS O 3/8" FROM ENDS AND 7" O.C. MAX. (4) #8 X 3/4" SMS ® 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. 175 X .062 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08-0305.02. .175 X .062 DEEP GROOVE (4) #8 X 3/4" SMS 0 1-3/8" FROM ENDS AND 6-1/2" O.C. MAX. #8 X 3/4" SMS 0 3/8" FROM ENDS AND 7" O.C. MAX. 7/16" DIA. WASHER DOOR PANEL 24 GA. (.024) STEEL MIN. * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE OPTIONAL WINDOW LITES IN ANY LOCATION 21 3/4" MAX. WDW. WIDTH j . l •-v w., . -..,ti e�S • i #8 X 3/4" SMS 0 3/8" FROM ENDS AND 4-1/2" O.C. MAX. DOOR PANEL_ 24 GA. (.024) STEEL MIN. • 1.. ,r\ .�r..��_. 0 i 1 • 1.144 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION I- .250 1.725 — ,800 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION y...,vr,.y\ i s, •,j•.n.\•/. _ -. ,.1 v • .<Y./ • a ii .yv ,may: v.•. 11 INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH WINDOWS 175 X .082 DEEP GROOVE 15/i6" MIN. GLAZING BITE EXTERIOR D.L. OPG. WINDOW WIDTH i ,,'-•i / i .:./.ram\ •.ff\ PROD&lcr REVISED as complying with the Florida Building Coda Acceptance No 2.-' 1 l' r O8 By 4611 Miami i Product Control J 0 • 2 CC O O w CC 0 •r V , O'oWM O a. < O ro• • W3w zIo- J aM a IZu2 co an n rii O .N .' v 00 0 M Q J li U = Zvi oo w rno re it o Oz� 0� mGa • 0.1_ I 556 - 6624 C 0 .L 0 N UPDATED FOR 2007 FBC ENGR. NAME CHANGED NO CHANGE THIS SHEET w A 0 g 0 .e N O 0 0 W C1 x • o` drawing no. 98-05 sheet 6 of 6-)