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WS-12-1174Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 175171 Permit Number: WS -6 -12 -1174 Scheduled Inspection Date: July 19, 2012 Inspector: Bruhn, Norman Owner: BENJAMIN, PAUL Job Address: 1441 NE 101 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MIAMI DADE OVERHEAD DOOR INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)757 -5351 Parcel Number 1132050240270 Phone: (305)820 -3300 Building Department Comments REPLACE GARAGE DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments July 18, 2012 For Inspections please call: (305)762 -4949 Page 19 of 27 AGENCY Ant'atte Willis Insurance 4759 N.W. 183rd St. Miami, FL 33055 �ummtRCIAL INSURANCE APPLICATION APPLICANT INFORMATION SECTION CARRIER _ - -DA7!E ttM/DDrYY) - 06/12/12 NAIC CODE UNDERWRITER: POUCIES OR PROGRAM REQUESTED UNDERWRITER OFFICE: . POUCY NUMBER (NC, No, Ext): (305) 625 -8131 1c, No): (305) 625 -3694 ADDRESS: awil @bellsouth.net- CODE: SUB CODE: AGENCY CUSTOMER ID: STATUS OF TRANSACTION INDICATE SECTIONS ATTACHED:. ❑- VALUABLE PAPERSABLF! ❑ BOILER & MACHINERY ❑ BUSINESS AUTO • COMMERCIAL LIABILITY ❑ CRIME/MISCELLANEOUS CRIME ❑ DEALERS ❑ DRIVER INFO SCHEDULE ❑ QUOTE 0 ISSUE POUCY ❑ BOUND (Give Date and/orAttach Copy ❑ CHANGE DATE O CANCEL APPLICANT INFORMATION TIME ❑ RENEW ❑ AM SZ PM NAME (First Named -Insured a. Other Named Insureds) Miami Dade Overhead Door (opt Firsstt Na Insured): 201920041 E -MAIL ADDRESS(ES): • ELECTRONIC DATA PROC EQUIPMENT FLOATER GARAGE AND DEALERS _ - GLASS AND SIGN INSTALLATION/BUILDERS RISK' OPEN CARGO PROPERTY TRANSPORTATION/ MOTOR TRUCK CARGO • TRUCKERSIMOI'OR CARRIER' ❑ 'UMBRELLA - _ • '17EFDDLEb iED(JLE . • WORMERS Ctiti ENSATION • • YACHT 0 PACKAGE POLICY INFORMATION ENTER THIS INFORMATION WHEN COMMON DATES AND TERMS APPLY TO SEVERAL LINES, OR FOR MONOUNE POLICIES. PAYMENT PLAN I AUDIT FINANCED PACKAGE POLICY PREMIUM: S PROPOSED EFF DATE 06/12/12 PROPOSED EXP DATE 06/12/13 BILLING PLAN ❑ DIRECT BILL ❑ AGENCY BILL 1 art, �), (305) 820 -3300- MAIUNG ADDRESS INCL ZIP +4 (of First Named Insured) 7225 W 3 Ct Hialeah, FL 33014 WEBSITE ❑ INDIVIDUAL Mi CORPORATION ❑ CQRPORA "S" OF gE ADDRESS(ES): ON ❑ LLC AND hERSS I CR BUREAU NAME: ❑ PARTNERSHIP ❑ JOINT VENTURE ❑ PROFITOORG ❑ P ER INSPECTION CONTACT: WALTER D (iVC,NNo,); (305) 820 -3300- PREMISES INFORMATION ZIEDZIC ID NUMBER: pAHCpCNOUNTING RECORDS CONTACT: r , E-MAIL DRSS: (AIC, No, Ext): DATE BUS STARTED 05/19/05 ADDLSS: USINSS/DESCRIPTION OF OPERATIONS BY PREMISE(S) INSTALLATION AND REPAIR OF GARDE DOORS YR BUILT EMPLOYEES ANNUAL REVENUES OCCUPIED ACORD 125 (2007 /10) QF Page 1 of 3 © 1993 -2007 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD — — ..—...............a. wo avutuurrar premises LOC # BL.D # STREET, CITY, COUNTY, STATE, ZIP+4 CITY OMITS INTEREST 1 1 SAME AS MAILING INSIDE OUTSIDE ® ❑TENANT OWNER ■ ❑ ❑ INSIDE OUTSIDE ■ OWNER TENANT ❑ ❑ ■ ❑ ❑ INSIDE OUTSIDE ❑ ❑ OWNER TENANT is ■ INSIDE., OUTSIDE' ■ OWNER. TENANT ■; NATURE OF B USINSS/DESCRIPTION OF OPERATIONS BY PREMISE(S) INSTALLATION AND REPAIR OF GARDE DOORS YR BUILT EMPLOYEES ANNUAL REVENUES OCCUPIED ACORD 125 (2007 /10) QF Page 1 of 3 © 1993 -2007 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Miami Shores Village 2 6 ri.ia Buildin g Department artment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 IJILDING PERMIT APPLICATION FBC 20 Permit No. WS f fl4 Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: /ij$/ /j / /Z7/ City: Miami Shores County: Miami Dade ZIp:33138 Folio/Parcel #: Is the Building Historically Designated: Yes NO ✓ Flood Zone: OWNER: Name (Fee Simple Titleholder): /74.---)V-4 PAIL 7/1%(fr»ffA Phone#: 3 Address: /4 / 14-reel- City: %1 S State: /� zip: 3°�/3� Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Miami-Dade Overhead Door Phone#:305- 820 -3300 Address: City: 6225 West 3 Court Hia1e h State: FL Qualifier Name: Wk1 t p r D u et 7 i c State Certification or Registration #: 0 S B S 0 0 6 2 0 Contact Phone#:3 0 5– 8 2 0 – 3 3 0 0 Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: DAddition DAlteration DNew DRepair/Replace DDemolition Description of Work: f?-e_t:9 14 c 6 1978 1t" —Dal) r Zi133014 Phone#: Certificate of Competency #: Color thru tile: ** * * * *** +x***** ** * * * * * * * * * * * * * *** *, ** Fees **2******* * * * * * * ** x***** *+x**** *** * * * * * ** **** e> Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE$ /•. 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 FT.F,CTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDmONERS, 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 Owner or Age 't The foregoing instrument was acknowledged before me thisa/ day of, 1Q/N4.5— , 20 / . by who 's personally known t me or who has produced As identification and who did take an oath. NOTARY PUB IC: Sign; Print: IA) 1-71F2 ""P z-/ My Commission Expires: *otn. %:. °e,I, WN,TERMEDIC # r * MY SON 4 DD 999564 EXPIRES: July 7, 2014 44.a. of' Barbed TImi8ntot muy k+kN�k� APPROVED BY Signature Contractor The for oing instrument wass ckn day of ,20 1 =, by ho ' per nally known to r who has produced srr Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2004)(Revised 3/15/09) NO Sign: Print: ARY ) • LIC: 44 I ation and who did take an oath. ,,,,, ,p,',I, CLAUDIA V. CLOUDS orida My Commissi • 1' My Comm. Expires Sep 23.2015 Commission # EE 128810 Bonded Through National Notary Assn. Ns** Ha**********************+B** Zoning Clerk DZIEDZIC certified undi JEFF ATWATER STATE OF FLORIDA CHEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS COMPENSATION LAW * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. 10 -14 -2011 EFFECTIVE DATE: PERSON: FEIN: 11/18/2011 EXPIRATION DATE: 11/1712013 DZIEDZIC WALTER 201920041 BUSINESS NAME AND ADDRESS: MIAMI DADE OVERHEAD DOOR INC 7225 WEST 3RD COURT HIALEAH FL 33014 SCOPES OF BUSINESS OR TRADE: 1- REPAIR SERVICE 2- GARAGE DOOR INSTALLATION * IMPORTANT: Pursuant to Chapter 440. 05(14), F.S., an officer of a corporation who elects exemption from this ciapter by fifiaq a certificate of election alder this section may not recover benefits or compensation trader this chapter. Pursuant to Chapter 440.05dt2). F.S., Certificates of efectl to be exempt_ apply only within the scope of the business Si trade fisted puce of election to be exempt. Petunia to Chapter 440.05113), F.S.. Notices of stectioa to he exempt aed certificates of efecliaa to be enerr c ahatll be if, at nay time after the filing of the satire or the issraece of the certificale, the person named on the notice or nce of a certificate. The geparmtent staff revue a certificate at arty time for failure of the person QUESTIONS? (850) 413 -1609 AMI-DADE COUNTY 2011 MUNICIPAL CONTRACTOR'S AX COLLECTOR TAX RECEIPT 40 W. FLAGLER ST. MIAMI-DADE COUNTY - STATE OF FLORIDA st FLOOR PURSUANT TO COUNTY CODE SEC. 10-24 AMI, 3313,0 EXPIRES SEPT. 30. 2012 - THIS IS NOT A SILL - DO NOT PAY RECEIPT NO. 30-5831285 CC NO 05BS00620 BUSINESS NAME /LOCATION MIAMI DADE OVERHEAD DOOR INC 7225 W 3 CT OWNER :MIAMI DADE OVERHEAD DOOR INC SEE BACK OF RECEIPT FOR A LIST OF NON-PARTICIPATINGI 1 MUNICIPALITIES i Receipt holder must register in the crty where work is to be done, PPY",EN rF-Ec VED IAL.V5.-DM`E N-N TAX ;C*-111.125/2012 02220016001 000175.00 • • , 2012 FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD MIAMI DADE OVERHEAD DOOR INC WALTER DZIEDZIC PRES 7225 W 3 CT HIALEAH FL 33014 15 11 11„11111111 „ 1 silt 1111,1111111111‘,1i 1111 II It %IA MIAMI-DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST„ ',1st FLOOR UAW, FL 33130 2011 LOCAL BUSINESS TAX RECEIPT MIAMI-DADE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER 8A - ART. 9 & 10 559134-3 THIS IS- NOT A BILL — 00 NOT P,'A. RENEWAL FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 , 583128-5 uithartAbleCHRHEAD DOOR INC CC #291g B S.00620 7225 W 3 CT 33014 HIALEAH OWN.ER. miAMI DADE OVERHEAD DOOR INC secircige fIttlfrAl_ TY THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUALIFICA- TIONS, PAYMENT RECEIVED MIAMI-DADE COUNTY TAX COLLECTOR: 08/23/2011 60000000087 000045.00 SEE OTHER SIDE BUILDING CONTRACTOR WORK ER /S 1 00 NOT FORWARD MIAMI DADE OVERHEAD DOOR INC WALTER DZIEDZIC PRES 7225 W 3 CT HIALEAH FL 33014 Lilinal.11....11,1,,I,1,1,11,..,,,11.11.1 gAl CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FtlYIA_ regulation and Miami Shores Village Flood Damage Prevention Ordinance the ccoosststs of_aftnm1Pr royent ents, must be monitored. The costs of any improvements thp' Past 12 months and the of y proposed must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and inanitgement, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: fitetis e jAma, PERMIT # k)109, R ADDRESS: / 4111/ iver /ev 4;a:///,` ii 33/ FOLIO NUMBER: 11-wf-E---ca.4.-02-1.-riLooD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): O' ; COST OF PROPOSED IMPROVEMENTS: (42-(0 ) (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): PLAN SIGNATURE: DATE: REVIEWER DATE: 01 SUBSTANTIAL IMPROVEMENT / DAMAGE LIST (NOTE: THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE) ITEMS TO BE INCLUDED ALL STRUCTUAL ELEMENT S. INCLUDING Foundations including; Spread footing, Continuous footing, isolated footing, piles and pile caps Slabs including; Monolithic, floating, elevated Walls including; Exterior walls, Bearing walls, Shear walls Beams, Tie Beams, Columns and Posts Wood decking, Floor and Roof Sheathing Trusses, Joist Windows /Doors ALL BUILDING ELEMENTS, INCLUDING Interior Partitions, Walls, Columns Drywall, Ceilings, Built in Furniture, Cabinets, Vanities All Fixtures Flooring, Tile, Carpet, Stone, Linoleum, ect. All Finishes including Drywall, Paint, Stucco Plaster, Paneling, Tile, Marble, and Moldings Roofing Material ALL HARDWARE ALL UTILITY and SERVICE EQUIPMENT HVAC Electrical System and Equipment Plumbing System and Equipment Security System and Equipment Central Vacuum System Plumbing Fixtures Lighting Fixtures and Ceiling Fans Water Systems including Softeners /Filtration Created on June 2009 All Labor and other Costs associated with Demolition, Removing, Replacing, Installing Building or Altering Building Components Construction Management / Supervision Overhead and Profit Equivalent cost for: Donated Materials Volunteer Labor (including owners and friends) Any Improvements Beyond Pre-damaged Condition, including; Utility Upgrades Code Upgrades ITEMS TO BE EXCLUDED Plans and Specifications Survey Costs Elevation Certificate Costs Permit fees Debris Removal Items not considered to be REAL Property Rugs, Fumiture, Refrigerator, Appliances not Built -in Outside Improvements, Including; Landscaping Sidewalks Patios Fences Yard fights Sheds Gazebos Irrigation Pool A ,Property Information Map My Home Miami -Dade County, Florida Page 1 of 1 Property Information Map Aerial Photography - 2009 0 This map was created on 6/27/2012 10:28:45 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. 114 ft Summary Details: Folio No.: 11- 3205 - 024 -0270 Property: 1441 NE 101 ST Mailing PAUL L BENJAMIN &W Address: ALEXIS N Living Units: 1441 NE 101 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2612 Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 4/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,888 Lot Size: 9,263.54 SQ FT Year Built: 1956 $50,000/ $207,623 MIAMI SHORES BAY PK City: ESTS AMD PB 56 -86 Legal LOT 10 BLK 3 LOT SIZE Description: IRREGULAR OR 15819- 0188 0293 1 OR 15819- 0188 0293 00 Assessment Information: Year: 2011 2010 Land Value: $135,021 $112,379 Building Value: $253,397 $255,007 Market Value: $388,418 $367,386 Assessed Value: $257,623 $253,816 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year: 2011 2010 $187,000 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Sales which are qualified Value: Value: Regional: $50,000/ $207,623 $50,000/ $203,816 County: $50,000/ $207,623 $50,000/ $203,816 City: $50,000/ $207,623 $50,000/ $203,816 School Board: $25,000/ $232,623 $25,000/ $228,816 Sale Information: Sale Date: 2/1993 Sale Amount: $187,000 Sale O /R: 1 581 9 -01 88 Sales Qualification Sales which are qualified Description: View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 6/27/2012 Floridl Building Code Garage Door Windload Design Pressures Report # DPR- 120621 -B-01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Cod n Society of Civil Engineers, SEI /ASCE 7-10), Section 1620 for "components and cladding" ultimate wind speed for Broward County. P njamin I 1 r L 33138, Broward County ize: 0" x 7' 6" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 45' 9" Measurement of Nearest Garage Door Opening to Building Corner: 1' 6" Positive Design Load: +40.8 PSF Negative Design Load: -45.8 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Roof Slope: Not provided (use greater than 10 degrees) Clopay Model 84A/94W8, 16'2" x 7'6 ", Approval # 12 -0125.20, Dwg # 101300, Windload Capacity: +46.6/ -52 PSF. Clopay Model 4300/ 4301/4310/4400/4401/HDG/HDGLW8, 16'2" x 7'6 ", Approval # 12- 0125.07, Dwg # 101488, Windload Capacity: +46.6/ -52 PSF. The design Toads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2010 Florida Building Code for windborne debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirr certified registered professional engineer in the state of Florida. The mounting hardware desi door, and details for installation are provided on the certified, approved drawing, as listed abc Scott Hat''' , `.E. Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770 -4800 6/21/2012 ,,t%'uIIINI,I 0. * • No 63286 • * — .r.. * + -d r � ' STATE OF : 4/, s •• :ed far the'subje 4 v Miami Shores VIII; Ck SUBJECT TO COMPLIANCE WITH AU I STATE AND COUNTY RULES AND RE APPROVED ZONING DEPT BLDG DEPT DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 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. DESCRIPTION: Steel Garage Door up to 16' -2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101300,-titled "Double Car W8 Hurricane Pan Door ", Sheets 1 through 3 of 3, dated 02/15/1995, with last revision 15, dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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 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 shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 11- 0217.01 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 -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov/pera/ MIAMIOADE COUNTY APPROVED (III ' D3M12412. NOA No 12- 0125.20 Expiration Date: March 26, 2016 Approval Date: April 5, 2012 Page 1 Clonav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101300, titled "Double Car W8 Hurricane Pan Door ", Sheets 1 through 3 of 3, dated 02/15/1995, with last revision 15, dated 01/06/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 084624.03" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading 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 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Clopay 16' -2 "x 8', 24 ga. steel garage door Model 94W8 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 032'7.01-08, dated 05/13/2008, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 07- 0807.14" . Test reports on 1) Uniform Static Air Pressure Test, Loading 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 Clopayl6' -2 "x 8', 24ga. steel garage door Model 94, prepared by American Test Lab, Inc., Test Report No. ATLNC 1102.01 -05, dated 11/22/2005, signed and sealed by David W. Johnson, P.E. 3. Test reports on 1) Uniform Static Air Pressure Test, Loading 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 C lopay16' -2 "x 8', 24ga. steel garage door Model- 94; prepared by American Test Lab, Inc., Test Report No. ATLNC 0118.01 -06, dated 03/07/2006, signed and sealed by David W. Johnson, P.E. 4. Test report on Salt Spray per ASTM 13117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/2005, signed by John D. Lee, P.E. eif0 09/2112. 0 - Carlos M. Utrera, P.E. Product Control Examiner NOA No 12- 0125.20 Expiration Date: March 26, 2016 Approval Date: April 5, 2012 E -1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (Continued) "Submitted under NOA # 07- 0807.14" 5. Test report on Tensile Test per ASTM E 8, prepared by Q.C. Metallurgical, Inc, Report No. 7KM -1086, dated 11/22/2005, signed and sealed by F. Grate, P.E. C. CALCULATIONS "Submitted under NOA # 07- 0807.14" 1. Jamb anchor calculations, complying with FBC -2004, prepared by Clopay Building Products Company, dated 05/25/2006, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL. CERTIFICATIONS "Submitted under NOA # 07- 0807.14" 1. Test report on Accelerated Weathering Using Xenon Are Light Apparatus per ASTM G155 of Lexan SLX2432T Clear.Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/2006, signed by Rafael E. Droz -Seda, P.E. 2. Test report on Self-Ignition Temperature per ASTM D1929, Rate of Burn per ASTM -D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/2006, signed by Joseph L. Doldan, P.E. F. STATEMENTS 1 Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 11- 0217.01" 2. Statement letter of na financial interest issued by Clopay Building Products Company, dated 02/09/2011, signed and sealed by Scott Hamilton, P.E. Carlos M. Utrera, P.T. Product Control Examiner NOA No 12- 0125.20 Expiration Date: March 26, 2016 Approval Date: April 5, 2012 E -2 D C 4 • . CLOPAY MODELS 84A, 94, 98, H94 DETAIL IF IDEAL MODELS 4F, 4RST, H4STA EM HOLMES MODEL 48 SEC110N B —B A OPTIONAL IMPACT RESISTANT GLAZING ONE ROW OF IMPACT - RESISTANT GLAZING iN 11IUEB TOP SECTION (SHOWN) 08 NEXT -TO- THE -TOP SECTION (NOT SHOWN). MAX 01.421NG SIZE IS 18 -1/2' x 11 °. GLAZING IS INJECTION M0 GE MAN SU(2432T, AN APPROVED CC2 MASTIC IN ACCORDANCE WITH IBC /FBC 2606. SEE SECTION 6 -8 FOR ASSEMBLY DETAILS. `' SPECIAL FASTENER =mum 81R1510688080888886801 RESSIANT LIES FOR THESE (2) LOCATIONS MR CENTER STRAP ON EACH SE111.8.. SEE S� VIEW A-A FOR DETAILS ' -MINIM ``WW■IIII■ ER _ I IJr I i1'11111111•1•11• i' • - SECTIONS ARE EITHER 18' OR 21° HIGH 3 ®DETAIL '0' ONE WT£814801TE SOLE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ PATENTED TOG -L -LTC SYSTEM (TOP & SOT) AND URETHANE ADHESIVE CENTER). 0.188 -14128 94EOnw1 1x11089 DE LEON am MOW MMN¢ SWWIA. A 1 -PC END 811LE CONFIGURATION: (SEE ILLUSTRATION BELOW) 18 GA GALVANIZED 1 -PC DOUBLE END STILES ATTACHED TO DOOR SKIN WITH PATENTED T06 -L -LOC SYSTEM, (2) AT TOP INSIDE, (2) BOTTOM MSIDE, (4) ALONG OUTSIDE HOE OF 18" SECTIONS & (6) ALONG OUTSIDE EDGE OF 21' SECTIONS. A A TETMATE 7.d MS/1E113LE CONFTGIRA N: (SEE ILLUSTRATION BELOW) 18 GA. GALVANIZED END STILES ATTACHED TO DOOR SKIN WITH PATENTED 100 -1 -100 5,141111 [(2) AT TOP INSIDE, (2) BOTTOM INSIDE, (4) HANG OUTSIDE EDGE OF 18' SECTIONS SE�NS& (8) 81ON0 OUTSIDE EDGE OF 21° SECTIONS] AND SEPARATE 18 GA GALV. INNER DOUBLE END STLES ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED 2 PAGE 1 OF 3 AWL IPURPOSS MGR BOEO TAPE ®tl¢ET1 IRIAIE ARID 41 0DE1. °R OFICO 240 FROND SILICONE /ARUM POLIRIYRETE REIMER IMMO NO MC MN (0) IN a 3/t PAD x610 woos saws. REV DESCRIPTION 9 12/7/2005 MIN YIELD WAS 38KS. ADDED BRACKET LOCATIONS. • 10 12/7/2005 ADDED 1 PIECE DOUBLE END STILE 11 05/19/2006 MIN YIELD WAS 37.2K51; REVISED LOCK NOTE; DWG WAS (2) SHet15; DESIGN ENGINEER WAS M. WESTERFIE1D. 12 09/11/2006 UPDATED PER M -D COMMENTS 13 12/13/2006 REVISED MIN YIELD PER M -D COMMENTS (WAS 34.6KSQ 14 06/16/2008 ADDED OPTIONAL IMPACT RESISTANT LITES. 15 01/08/2012 AFFIRMED COMPLIANCE WITH FBC 2010. (2) 12 GA. GALV. STEEL TOP ROLLER 1 -PC ENO STILE WNFICDR4TION ITI_ILLSIILATED1 ®' BRACKETS (2 -1/2' x 5 -3/67. 16 GA. 1-PC DOUBLE END STILE EACH BRACKET ATTACHED W /(4) #14x5/8" AWL/STABLE SLIDE A ACHED TO TOP BRACKET WITH (2) 1 4 °x1/2' BOSS AND NUTS PER i �l1i r WEED °C° I VIEW "8° 9eTE1V�ITi1 3 B A A LOCK POSITION (BOTH SIDES). 1W0 POINT LOCKING REQUIRED. LOCKS HAVE 5/8° INN. ENGAGEMENT. SEE LAYOUT OF EACH LACK OPTION BELOW. 0008S WITH 2' TRACK USE (2) STACKED LHR BRACKETS (2- 1 /2'x5'x 12 GA.) AS INNER BOTTOM BRACKET ATTACHED WITH (2) 1/4°x3/4' SELF TAPPING SCREWS. ADGORS WITH 3° TRACK USE USE (1) 3-IN ROLLER CARRIER (1- 1/8°x2 -1/4° x 12 GA.) AS LINER BOTTOM BRACKET ATTACHED WITH (2) 1/4 °4/4' SERF TAPPING SCREWS. LOCATION OF OPTIONAL VENTS. AREA OF VENTS NOT A TO EXCEED 120 SQ. INCHES. OPTIONAL OUTSIDE KEYED LOCK POSITION 6"x2 - 1/4x12 OA. ITALY. =EL PLATE. ®ONE PER G- CHANNEL. SEE VIEW "E". MAX DOOR WIDTH - 16' -2' LNSI00 ELEVATIONS SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP !LATCH ON EACH SIDE OF 000R. INTER. SIDLE SHIP LAP JOINTS OUTSIDE KEYED HOCK LOCK EAR LOCK OPTION LOCK BAR OUTSIDE KEYED ENGAGES IN HANDLE TRACK ON EACH SIDE OF DOOR. 2 -1/4' $143(5/8' SHEET METAL SCREWS 7 -1/2' 1/4°x3/4- SE(F YAPPING SCREWS 14 0. END HIN0E5 NEW '8' r. END STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCH OPTION AI 7 -1/2' 1�� \7!! I vlHwc INSTALLER MODEL RETAIL MODEL DESCRIPTION 94, H94, 4RST, H4ST 84A, 48 WOODMAN TEXTURE, RAISED PANEL, GALV. INTER. STILES 98, 4F - WWDGRAIN TENURE. FLUSH PANEL, GALV. INTER. STILES 4 SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SURE BOLT LOCI( 24 ■0A. (0.0239° M1IN. THICK) 005 STEEL (MIN. YIELD STRENGTH: 37.2 KS) EXTERIOR SKIN WITH G-40 GALVANIZING, OARED -ON ®AAA PRIMER AND A BAKED -0N POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF 51tEL SON. (ASTIN No. A653). (4 / SCOYE•HAMILrON, .E. FLORIDA LICENSE Na. 63286 DESIGN LOADS: +484 P:S;F. & -52.0 P.S.F. 3 — 2° THICK 12 GA. GALV. STEEL TOP ROLLER BRACKET. SEE WIDE ELEVATION FOR FASTENER DETAILS. A A 16 GA. END STILE L8 GA. INNER DOUBLE END STILE 19:1\:1 at 9.1 711. 41 i4.:. I0 /, P71-1 Ii1 AT THE LOCATIONS NO1E0 ON INSIDE ELEVATION. ATTACH THE 6 °02 -1/4 °012 GA. STEEL PLATE TO THE UNDERSIDE OF THE THE C-- CHANNEL WITH (4) 1/4'4/4° SELF TAPPING SCREWS. 6'x2 - 1/4'x12 GA. GALV. STEEL PLATE ONE PER C- CHANNEL SEE NEW °E". 14 0. GALV. ROLLER HINGE EACH HINGE FASTENED TO END STILES W/(4) 414,5/8° SHEET METAL AND (4) 1/4143/4' 5E1F TAPPING SCREWS. SEE VIEW "B ". VIEW 'D" 8" TALL C- CHANNEL 18 GA. GALV. STEEL ONE 8° TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW 'D°) C- CHANNEL ATTACHED AT EACH STILE LOCATION WITH (T) 1 /4'4/4" SELF TAPPING SCREW. 1 -1/4" WIDE x 18 C.A GALV. STRAP. (7) PER 000R SECTION. OPTIONAL: (8) STRAPS ON 290 (LOCK) SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4 "x3/4' SELF TAPPING SCREWS (TWO SCREWS TO OWR, ONE SCREW 10 C- CHANNEL). SPECIAL REOUIREIAEN1S FR WORE WITH OPTIONAL IMPACT CIC1' Nr TTFS: FOR STRAPS AT CENTER ®/4` NUT EACH. A CLEARANCE SCREWS OLE (9/32° DIA.)) MAY B DRILLS) FOR EACH FA5TENER WITH (1) 12 GA. GALV. STEEL 8000044 BRACKET (3 -1/2° x 5 -1/21 ATTACHED WITH (2) #14x4 /8" SHEET METAL SCREWS. A A THIS PRODUCT CONFORMS TO ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. THE REQUIREMENTS OF THE 2007 SECTION A -A (SIDE NEW) AND 2010 MC. gm el pay Building Products Company TOLERANCES Oxleex Voted Oihmetee .Oro a 8.03 .000 +° 8.018 .0000 a ±357 Degrees a 81/2 scaL[. NOTED 2/15/95 PAGE, 1 OF 3 MAX SIZE 16.2"W x 12.0°H CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON. 01410 45040 (513) 770 -4500 2 BRAWN DTI Migw DESGRIPTMIL DOUBLE CAR 1V8 HURRICANE PAN DOOR CHECKED BY, SH B DRAWING 8116110■ 101300 MD B A CLOPAY MODELS 84A, 94, 98, H94 A PAGE 2 OF 3 DATE 15 SEE REVISION HISTORY ON SHEET ONE i IDEAL MODELS 4RST, H4ST® HOLMES MODEL, L8 TRACK AND JAMB CONFIGURATION TRACK CONFIGURATION: DOORS UP TO 8'0" HIGH STANDARD HEIGHT MODELS 48, 84A4 94. 98. 4RST. 4F TRACK CONFIGURATION: DOORS 8'3" TO 12'0° HIGH EXTENDED HEIGHT MODELS H94, H4ST, 98, 4F A A HORIZONTAL , NGLE ATTACHED WITH (I) 3/8' X 3/4' CARRIAGE TO FLAG BRACKET BOLL: A CENTER HANG 8' HIIH. DOORS OVER 8' HIGH. FOR G HORIZONTAL TRACK SUPPORT BY DOOR . HORIZONTAL TRACK SUPPORT 0000 5STAUER (TO 5UR). sr A 1 -1 2' X 1 -1 2' a� <' '/ - WM (1) 3 /Tr X / ��� BOLT. LET �y 6•ISTALLER (TO S11R). ( 3' GALV. TAPERED STEEL TRACK AND ANGLE. TRICK THICKNESS: 0.101 ". ANGLE THICKNESS: 0.080'. I/ HEADROOM 4.8844 AS 2' • BOLE; OWBLE TRACK LOW S LE AN OPTION 13 GA. OALV. STEEL RAG BRACKET. �rf��HORI2ONTAl TRACK ATTACHED W VERTICAL TRACK 'I PAltl (2) 1/4" X 3/4' BOLTS AND NUTS. d 76•(7'8'H & 8'014 DOORS ONL1) VERTICM. /1:0E1 ITAL TRACK JINCTION. 1W0 1 /b° BOLTS & NUTS FOR EACH TRACK. 14° MAXIMUM SPACING SECTION WEN AND HORIZONTAL ANGLE. TRACK FASTENED TO ANGLE MAX. MT 0. eta •AT 24' g PL a a np Q Z 7 o FROM LAST MOUNTING SLOT TO TRACK JUNCTION. 2' FtOR20NTA1 ANGLE - a ADDMONAL MOUNTING SLOTS SECTION VIEW OF TRACK ANGLE AND K FASTENED TO LE WITH 1 /L' RNEfS AT 24' MAX. as SPACING. I� 22" "A 7C 060/. LINES �, 3, ! 1 38' SPACED AT 12' CENTERS. 000i HEIGHT VERTICAL. TRACK LENGTH T 48' I -12° ON CENTER 9'-0' 96" fi�)iiZ�?i 10'-0` 10., ey 12' -0° 132° o . ....... , .;'�� A . .�,�"5„= ��� TAP. 2- 1/2'x12 GA GALV. STEEL. TRACI< BRACKETS. 24" (8 TRACK BRIGS PER 2180 FOR DOORS UP TO 70' ROO. (7 TRAGIC BRKIS PER SIDE FOR DOORS 7'3' 70 B'0' HIGH). TO" ., 3 -1/2"® ..... 34,• NE IV TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. .. I ' rr!' �• ONE 5/16' x 1 -5/8' LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (LE. 3 -1/2 ", 10 ", 22'. 34 °. 10' 46". ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16', 28'. & 40" FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE ' 3-1/2" VERTICAL/HORIZONTAL TRACK JUNCTION. . JAMB CONFIGURATION: DOORS UP TO 8'0° HIGH STANDARD HEIGHT MODELS 48 L 94, 98, 4RST, 4F JAMB CONFIGURATION: DOORS 8'3" TO 12'0" HIGH EX TENDED HEIGHT MODELS H94, H4ST.A98, 4F 1° DOOR OVERLAP (EACH EDE) A, STOP MOULDING BY. DOOR - INSTALLER (TD Surf). 1' 0000 OVERLAP (EACH SIDE) ® A2 MIN. 2x8 SIP WOOD JAMB. SEE -1/2. LAN. 18 GA. GALV. I-PC DOUBLE STEEL. END STILE (OR ALTERNATE 2-PC CONFIGURATION. JAMB PREPARATION NOTE" ON y6,ry' SHEEP THREE. A2 �'Y.�4 SEE � 'm ��_ A 20 GA GALV. STEEL.. INTER. STILE (1) NIFR 11.�i./}l STILE BETWEEN EACH EMBOSS (SEE INSIDE ELEVATION ON SHEET ONE). DOORS 18'2' WIDE -1 2" / 288 STP WOOD JAMB. SEE *JAMB PREPARATION NOTE"' ON .;:�,.., �d,ied�n , SHEET THREE. - '��' STOP MOULDING 9 BY DOOR INSTAL ER On SUIT). r.i 16 GA. GALV. 1 -PC DOUBLE STEEL END STILE (OR ALTERNATE 2 -PC CONFIGURATION. SEE SHEET ONO.% 1 0 GA. GALV. STEEL INTER. STILE (1) INTER. SIDE BETWEEN EACH EMBOSS -1 2'x12 GA C.ALV. STEEL TRACKY����� / HAVE (7) LATER STILES PER BECKON. • BRACKETS FASTENED TO WOOD �.i�i;AiIi �P�i; A JAMB WPM 5 /18'x1 -5/8' LAO 18 GA CALK STEEL CENTER HINGE SCREWS NOT TO EXCEED 14" 0.C. 7/18' I.D. ROUND FASTENED TO INTER. STILES W /(4) EACH MN. OF (9) TAG SCREWS REQUIRE). PUSH NUT FASTENER. #14x5/8" SHEET METAL SPREES. A2° CALK STERI. TRACK FASTENED TO 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END STILES W /(4) EACH 814x5/8' 12 GA. GALV. STEEL TRACK BRACKETS. SHEET METAL SCREWS AND (2) 1/4" SELF TAPPING SCREWS PER 0.440 HINGE TRACK ATTACHED TO EACH BRACKET •' WITH TWO 1/4° DIA. RIVETS. . 2` 10 BALL LONG STEM STEEL ROLLER WITH STEEL. OR NYLON 11RE. / ' 1 -5/8' x 2 -3/8' BOLT x 0.080° TAPERED •iI1., ANGLE, SEE LAG BOLT MOUPTTINO AT TRACK �� /INS (SEE INSIDE ELEVATION ON SHEET ONE). HAVE (7) IMER. i�ilf%i.., A 4 4.'! STILES PER SECTION. 1 CONFIGURATION. 18 GA. GALV. STEEL CENTER HINGE 7/16° I'D. ROUND • FASTENED TO INTER. STILES W /(4) EACH FASTENER, 814x5 /8" SHEET METAL SCREWS. 0. 101" THICK 3' CALK STEEL. TRACK FASTENED 14 GA. GALV. STEEL ROLLER HINGES FASTENED TO END TO TAPERED ANGLE. TRACK ATTACHED TO SOLES W /(4) EACH 814x5 /8" SHEET METAL SCREWS ANGLE WITH ONE 1/4 °x6/8 BOLT & AND (2) 1/4' SELF TAPPING SOMAS PER END HINGE. NUT AT EACH MOUNTING SLOT. 3° DIA 8 -1/2" LONG STEM BALL BEARING STEEL ROLLER. as a0°of99W with*, Florid. 8 Cbili o • !�'. _ f �TO1....rRO r �?%Y°( '' YF'4fr • ®DESIGN ENGINEER 7t �1 r �i1� p y Building Products - Cam �. Q it TOLERANCES 00 - *.03 Dom. �L., Ge�.� o� - t.o,s „ o t Y . • . - 21 Iu • - ' 4 . a 8585 DUKE BLVD. MASON. OHIO 45040 513 770 -4800 SCALE, NOTED _ PAGE* 2 OF 3 11ESCRHPTTM6 16'2"W x 12'0"H �10' 2/15/95 DRAWN fro E) 1 , SCOTT : H A M I L T O N : P0. • DOUBLE TAR 88 HURRICANE PAN DOOR Produce Contra FLORIDA LICENSE NG..T #s288 • • DESIGN LOADS: +48.8' P.S.F. & -5.2.0 P.S.F. B DRAVDDI 101300 MD CHEMED WA SHR 4 3 .�, 2 CLOPAY MODELS. 84A, 94, 98, H94 IDEAL MODELS 4F, 4RST, HOST® HOLMES MODEL 48 PAGE 3 OF 3 REV 15 RATE DESCRIPTION SEE REVISION HISTORY ON SHEET ONE JAMB Al IACHMENT AND SUPPORTI \G STRUCTURE 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT: NOTES 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP (GRADE /2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (Bur ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE 3 EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +372.8 LB & —416 L& PER LINEAR FOOT OF JAMB. ®4 A 1/3 STRESS INCREASE FOR WINO LOAD WAS 119E USED TN THE CALCULATION OF ALLOWABLE 101402 FOR ANCHORS AND FASTENERS R STEEL, CONCRETE AND MASONRY. 1/2 M RIZONTAL JAMB AX. O.C. I7LODUCi•REV(SED es empty* with the Made HalldivEdie Mosclame Bxp6xtion NO WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHAD. BE FRAMED SCUD BY NOT LESS THAN (3) 2x8 PRESSURE TREATED GRADE BENDING (B(F)) FOR DOORS UP TO 8 GRADE D NO LESS TWIN (4) 2x8 PRESSURE TREATED GRADE 12 R N BENDING BEl (F,)D FOR DOORS STRESS 3 TTO 120"E NOT STUD WALLS 1200 251 NOMINAL SFFROOM FO T G IN AND IN ACCORDANCE WITH THE FLORIDA 8IIUDING CODE. BLOCK WALL OR CONCRETE 2x8 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND RENFORCED WITH ja BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL 86 CONTINUOUS FROM THE TIE BEAMS TO F007IN0 PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALIS. AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND N ACCORDANCE WITH THE FLORIDA BUILDING CODE JAMB PREPARATION NOTE 1146 METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 W000 JAMBS SHALL BE APPROVED BY THE PROFESSIONAL. OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS T.STED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MOUNTING OF TRACK, ANGLES. HORIZONTAL TRACT( SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. 2x6 JAMB TO SUPPORTING STRUC RE MINIMUM FASTENER REQUIREMENTS (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 246 VERTICAL JAMBS OR SUPPORTING STRUCTURE) BUILDING TYPE FASTENER TYPE (NU LOAD FROM 0 000R) 1/4" x 3" (1 -1/4" EMBED) OW TAPCON CONCRETE ANCHOR (2 -1/2" MN. EDGE DISTANCE) 8 -1/4" 1" 0A. 3.00 PSI MN. CONCRETE 1 -" x 4" 1 -3 4" EMBED NW 1APC014 CONCRETE ANCHOR 2 -1 2 ° .MIN. EDGE DISTAN. FASTENER 1" OD. X. O.C. 2 1 AnirleatMiLlliCER HEAD TRUBOLT ' T ANCHOR 2 MIN. DISTANCE 2x6 VERTICAL JAMB \ \ \\ ' - i.• 86 .� jjD [�: =�2 MI . EDGE O DANCE ... - IN. •. CRETE 3 8 x 5 1 -3 4' EMBED WEJ—IT 73-P ANCHOR 2 -1 2 MIN. EDGE DIST w I I7LODUCi•REV(SED es empty* with the Made HalldivEdie Mosclame Bxp6xtion NO WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHAD. BE FRAMED SCUD BY NOT LESS THAN (3) 2x8 PRESSURE TREATED GRADE BENDING (B(F)) FOR DOORS UP TO 8 GRADE D NO LESS TWIN (4) 2x8 PRESSURE TREATED GRADE 12 R N BENDING BEl (F,)D FOR DOORS STRESS 3 TTO 120"E NOT STUD WALLS 1200 251 NOMINAL SFFROOM FO T G IN AND IN ACCORDANCE WITH THE FLORIDA 8IIUDING CODE. BLOCK WALL OR CONCRETE 2x8 WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND RENFORCED WITH ja BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS SHALL 86 CONTINUOUS FROM THE TIE BEAMS TO F007IN0 PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALIS. AND CONCRETE COLUMNS TO BE DESIGNED BY BUILDING PROFESSIONAL OF RECORD AND N ACCORDANCE WITH THE FLORIDA BUILDING CODE JAMB PREPARATION NOTE 1146 METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 W000 JAMBS SHALL BE APPROVED BY THE PROFESSIONAL. OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS T.STED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. ALL MOUNTING OF TRACK, ANGLES. HORIZONTAL TRACT( SUPPORTS, AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. 2x6 JAMB TO SUPPORTING STRUC RE MINIMUM FASTENER REQUIREMENTS (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 246 VERTICAL JAMBS OR SUPPORTING STRUCTURE) BUILDING TYPE FASTENER TYPE • MAXIMUM ON CENTER DISTANCE BETWEEN FASTENERS STEEL WASHERS REQUIRED? C-90 BLOCK (HOLLOW OR a6ouTED) 1/4" x 3" (1 -1/4" EMBED) OW TAPCON CONCRETE ANCHOR (2 -1/2" MN. EDGE DISTANCE) 8 -1/4" 1" 0A. 3.00 PSI MN. CONCRETE 1 -" x 4" 1 -3 4" EMBED NW 1APC014 CONCRETE ANCHOR 2 -1 2 ° .MIN. EDGE DISTAN. 18" 1" OD. I'. •T. ` T 1 AnirleatMiLlliCER HEAD TRUBOLT ' T ANCHOR 2 MIN. DISTANCE 14 14 . 1 0 I. r 1*5. ' - i.• 86 .� jjD [�: =�2 MI . EDGE O DANCE ... - IN. •. CRETE 3 8 x 5 1 -3 4' EMBED WEJ—IT 73-P ANCHOR 2 -1 2 MIN. EDGE DIST w CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. • — FIRST ANCHOR /5CRE1Y STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE MERIDA UCEt!1tSEE..No. 83288 i DESIGN LOADS +48.8 P.S.F.rc =52.0 P.S.F. 4 3 Mils Clipay Building Products Company TOLERANCES .00 - 4.03 Wham SloGNI 0th,M, .000 - 4A15 .0000 — 4.007 Degrees - t1 /2' CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON. OHIO 45040 (513) 770 -4800 SCALE, NOTED DATE' 2/15/95 DRAWN RY, MWW PAGE 3 OF 3 PAX. SAE 16'2"W x 12.0°H CHECKED DY. SH DESCRIPTION, DOUBLE CAR W8 HURRICANE PAN 000E vEPo 110 B BRAVING 41445 R 101300