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RC-06-2763Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171278 Permit Number: RC -11 -06 -2763 Scheduled Inspection Date: April 02, 2012 Inspector: Bruhn, Norman Owner: CLARK, SCOTT Job Address: 62 NE 108 Street Miami Shores, FL 33161 -7036 Project: <NONE> Contractor: HOME OWNER Permit Type: Residential Construction Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1121360110030 Building Department Comments REPLACE GARAGE DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 32068. CANCELLED BY HOME OWNER PLEASE MAKE IT IN THE AFTERNOON zr, April 02, 2012 For Inspections please call: (305)762 -4949 Page 22 of 39 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit No. Master Permit No. FBC 20011 ICC6 7A-762.5 Permit Type: BUILDING ROOFING JOB ADDRESS: City: Folio/Parcel #: Miami Shores County: Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder):' C7-7– C 4 1_ Phone #: — 7,077– 'V..f/ Address: City: % i` 471V State: Zip: Tenant/Lessee Name: Phone #: Email: 55e . l X;} CONTRACTOR: Company Name: \Oi(Yc) Ow4'-Phone #: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: OAddition Description of Work: Square/Linear Footage of Work: O.Altera 'on of ONew, . r • Repair/Replace ODemolition ******** * * * * * * * * * ** * * * * * * * * * * * * * * * ** * ** Fees************* *** * ** * * * * * * ** ** ** * * * * ** * * * * * ** Submittal Fee $ Scanning Fee $ Notary $ Double Fee $ Permit Fee $ CCF $ CO /CC $ Radon Fee $ DBPR $ Bond $ Training/Education Fee $ Technology Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) ',cC /L 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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. Signa Signature or Agent Contractor //e�� ,me'this 14_ The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or who has produced �'It1Ge- identification and who did take an oath. as identification and who did take an oath. The foreg g • trument was aptow)kdged day o' vim` 201/L by wv personally known to me or who has produced ) NO Sign: Sign: Print: LI IL t oS Print: NOTARY PUBLIC: My Commission Expir : p�B� Notary Public - State 01 Florida .;P ,•_� My Comm. Expires Sep 23, 2015. My Commission Expires: o;: Commission # EE 128810 •' ;,;; ;,`. °° BondFC Through National Notary Assn. * * ** *** * * * * * * * * * ** ._ *.** ******************************************** * * * * * * * * * * * *** ** * * *** * * ** * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: 1;.4-/...<, DATE: a ADDRESS: oZ Al e =����� Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may ac - own contractor with certain restrictions even though I do not have a license. Initial 2. I understand that building permits are not required to be signed by a property owner unless he or she responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that ay protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or lice on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may :: o build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substanti proved myself is sold or leased within 1 year after the construction is complete, the law will presume-,that I b or subs - ntially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons wo 'n s on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law an, M•unty or municipal ordinance. 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner- builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will : .'de by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. 10. I understand that I may obtain more information regarding my obligations as an employer from the Intern • I Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that 1 m .;ct the Florida Construction Industry Licensing Board at 850.487.1395 or h •:llwww.m oridalicense.com/dbsrhro /cilb 11. I am aware of, and consent to; an owner - builder building permit applied for in my name and understands th t I am the party legally and financially responsible for the proposed construction activity at the following address: e //is --u/6i I +al 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the on a have provided on this disclosure. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ____ day of L , 20 /�� By S)C01 q)014-' � Produced there License or 1 � 1 who was personally known to me or who has - 31 ' �U' 2s identificati n. O NO ARY n, CLAUDIA V GAIL, rS ��SyY pV ��i Notary Public - State of Honda •i c My Comm. Expires Sep 23. 2015 !; oP Commission # EE 128810 eo, ' Bonded Through National Notary Assn Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (30 ) 795.2204 Fax: (305) 756.8972 BUILDING 11 PERMIT APPLICATION FBC 2001 1.JMMEIIde NOV l 3 2006 EDw:,�lOn --� Permit No. k 0 6 ' 2 Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) a. 492.k ...Scyo77 Phone Owner's Address 60,22 /1E /©g. City C >1ore5 State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) City Miami Shores Villa : e Is Building Historically Designated YES 6'2 ,UE /OS s; County Miami -Dade Zip NO . Contractor's Company Name !/C �J ®O P4e //Phone # (i131–)06 5/..1-1- qI / Contractor's Address o29p /S') / j /2C. City /7 (al�ll / / State / Zip 33 /g Qualifier C/ tS / -S /�:! e State Certificate or Registration No. Certificate of Competency No. 061�s 00 572_ v Architect /Engineer's Name (if applicable) $ Value of Work For this Permit Type of Work: Describe Work: Phone # 731ao DAddition DAlteration QNew Square Footage Of Work: S –�p Repair/Replace jJ Demolition 7752- tCis %i�� g/9y���P �� a * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ 110 o ' CCF $ e® CO /CC Notary $ Training/Education Fee $ 2,01 Technology Fee $ 2,1 Scanning $ Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ q v (Continued on opposite side) 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 • • • • oved and a reinspection fee will be charged. Signature The foregoin day o Signature Own or Agent /- Contractor trument was acknowledged be ore me this The foregoing instrument was acknowledged before me this " '20'by // day of �%�}Yj Q�, 20Y , who is personally known to me r_w1io has produced As identific tion NOT Sign. Print: who is personally known to me or who has produced as'.enti NOTARY P 1= _ r ' t k. _ i/ ************ * * * * * * * * * ** * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * ** *,* * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 05/13/03 /000 Plans Examiner Engineer Zoning Florida Building Code Garage Door Windload Design Pressures Report # DPR -061019 -B -01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -02), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami-Dade' i Address: Clark Scott 62 NE 108 St. Miami, FL , Miami -Dade County Garage Opening Size: 8' 0" x 7' 0" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 32' 0" Measurement of Nearest Garage Door Opening to Building Corner: 2' 0" Positive Design Load: +41.3 PSF Negative Design Load: -46.2 PSF The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 94W7, 8'0" x 7'0 ", Approval # 03- 0428.04, Dwg # 101702, Windload Capacity: +42/ -48 PSF. Clopay Model 4300W8, 8'0" x 7'0 ", Approval # 03- 0430.03, Dwg # 101703, Windload Capacity: +48/ -60 PSF. Roof Slope: Not provided (use greater than 10 degrees) The design loads 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 2004 Florida Building Code for windbome 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 buiding 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 confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. Scott ilton, p. E. Florida P.E. License No. 63286 8585 Duke Blvd_ Mason, OH 45040 - (513) 770 -4800 10/19/2006 PERMIT #: . 06 ° 2 Miami Shores Villa d • : APPROVED DATE Mil FEDERAL. ZONING DEPT IIIIIIIIII G DEPT G�ra , . . . . SUBJECT TO COM ' E WITH ALL STATE AND COUNTY RULES AND REGULATIONS JAM 30 A 4,11, EVV,tittol,Z. OT ;�� fivA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldinacode Clopay Building Products Company 8585 Duke Boulevard Mason, OA 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Sectional Garage Door 9' wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites ", sheet 1 of 1, dated 06/13/08, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 revises and renews NOA # 03- 0428.04 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. NOA No 08- 0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101702, titled "Single Car W7 Pan Door with Impact Resistant Lites ", sheet 1 of 1, dated 06/13/08, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 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 9'x 8', 24ga steel garage door Model 94W7 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0305.01 -08, dated 05/28/08, signed and sealed by David W. Johnson, P.E. 2. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160 -04- 63365, dated 01/26/05, signed by John D. Lee, P.E. C. CALCULATIONS 1. Jamb anchor calculations, prepared by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). �d8 arlos . Uiera, P.E. Product Control Examiner NOA No 08- 0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 E -1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Test report on Accelerated Weathering Using Xenon Arc Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 2. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T566, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 3. Test report on Tensile Test per ASTM D638 -96 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -T634, dated 12/04/06, signed by Rafael E. Droz -Seda, P.E. 4. 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 05/26/06, signed by Joseph L. Doldan, P.E. F. STATEMENTS 1. Statement letter of conformance issued by Clopay Building Products Company, dated 06 /13/08, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 06/13/08, signed and sealed by Scott Hamilton, P.E. G. OTHER 1. Notice of Acceptance No. 03- 0428.04, issued to Clopay Building Products Company, approved on 06/05/03 and expiring on 08/21/08. trerjoy arlos M. a, P.E. Product Control Examiner NOA No 08- 0618.03 Expiration Date: August 21, 2013 Approval Date: July 24, 2008 E -2 C.� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE-OF ACCEPTANCE (NOA) - Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami - Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sectional Garage Door 9'- 0" Wide. APPROVAL DOCUMENT: Drawing No. 101706, titled "Door Models 84A, 93, 94, H93 & H94 ", dated 11/18/96 with last revision on 08/01/03, sheets 1 of 1, prepared by Clopay Building Products, signed and sealed by M.W. Westerfield, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 31300 psi or more shall be used to make door panels for Dade County under this Notice of Acceptance 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 and renews NOA # 01 -0410.04 and consists of this page 1 as well as the approval document mentioned above. The submitted documentation was reviewed by Can ant PE. Or" o4 o3 NOA No 03- 0520.03 Expiration Date: September 25, 2008 Approval Date: September 04, 2003 Page 1 HEIGHT F.lS1iE'S9 Emisior aorauu lanearta IOCi3Tii i MORELS 84A. 93, 94 (UP TO 8'0" HIGH). H93 & 94 (UP TO 12'0" HIGH D STILES ATTACHED TO DOOR SIGN WITH PATENTED TOG-I -LOC SYS:t)A (TOP,. BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH TOG -L -IOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) ENO STILES ATTACHED TO DOOR SKIN W1T1 PATENTED TOG -L -ROC SYSTEM (TOP, BOTTOM, & CENTER) ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS ATTACHED WITH ICG -L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER) —A. A II. =I I� Il l : ��{ nx��_i A�_ N Il 11 _ VIEW °8" r! VIEW A° LOCATION OF OPTIONAL VENTS. AS (MAX SIZE: 60 S0. INCHES) MAX. 0008 WIDTH ■ 9'-O" INSIDE ELEVATION DOOR HEIGHT NUMBER OF SECTIONS' 6'0" TO 7'0" 4 l's' 0 5 8 5 TO 10 6 6 X49" TO 129' • - SECTIONS ARE EITHER 18" OR 21' HIGH • TWO POINT LOCK POSITION INTO TRACK HAS BEEN PER REQUIREMENTS OF SECTION 12.1 OF TAS Z02. ((0 TE SIDES OF DOOR (SEE L OPTIONS) t 4Y —I.- A MAX TION SZE: 60 OPTIONAL . HESS)) 5•® MAX. DOOR WIDTH 9'-0' I All ELEVATION 14 GA ROT HINCF 12 .4 MTERMEDIA 1111 -E NEW •A• NEW 'B' TRACK OONFlGURATION S10 HEIGHT MODELS 84A. 93. 94 DOORS UP TO 8'0" HIGI3 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) DOOR COUNTERBALANCE SYSTEM 13 GA. GALV. STEEL FLAG BRACKET. 76' (7'6" & 8'O' 14 DOORS ONLY) 2" GALV. STEEL TRACK, TRACK THICKNESS: .083' TYP. 2-1/2%12 GA, GALV. STEEL TRAW swarm DISTANCE BETWEEN BRACKETS NOT 10 EXCEED 14 0.C. (8 TOTAL BRIM PER SIDE FOR DOORS UP TO 7'0' HIGH). (7 TOTAL BRKTS PER SIDE FOR DOORS UP TO 5'0' HIGH). TO R JAMB WITH 5 /16' XD1 -5/8" LAG SCREW TRACK ATTACHED TO EACH BRACKET WITH ONE 1/4 "x5/8' BOLT & 8111, 3 -1/2' OR TWO 1/4' RIVETS. 12 2 10' 1840002(11503161(05 SCALE 1/2" ' HEIGHT tAzintrodi war itirli fJQtilF14I TYP. 2-1/2"x12 GA. GALV. TRACK BRACKET. TRACK BRACKET ATTACHED TO DOOR JAMB WITH (1) 5/16' x 1 -5//8' LAG SC-MIN 2' GALV. STEEL TRACK FASTENED TO 2 -1/2 "x12 GA STEEL 1RACK BRACKETS. TRACK ATTA0IED TO EACH BRACKET WITH ONE t /4 "x5/61 BOLT & NUT, OR TM 1/4' RIVETS. TRACK CONRGIIRA1ON SOON 07108000 HEIGHT MODELS H93A 1494 DOORS UP TO 12'0" HIGH CENTER HANG DOOR COUNTERBALANCE OREWIRED ON SYSTEM ODORS OVER rc 13 GA. GALV. STEEL FLAG BRACKET. TRACK COBFIGURAIXIN 2' MIN. GALV. STEEL TRACK MIN. TRACK THICKNESS: .083' TRACK ATTACHED TO EACH BRACKET WITH ONE OR 1W0 1/4',5 8' BOLT & NUT, RPAUS TYP. 2-1/2'1/4" 912 GA GALV. STEEL TRACK BRACKETS. EACH TRACK BRACKET ATTACHED TO DOOR JAMB W1I11 (1) 5/16' x 1 -5/8' LAG SCREW 121 -14" L SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON 6.4011 SIDE Of' DOOR INTER. STILE OUTSIDE KEYED HANDLE iliii.MFAW,52.21a1 NA aT rRLIT [63- I 2° THICK END STILE INSIDE HANDLE OUTSIDE KEYED IOCK 4P LATCH LOQK OPTION A TWO POINT LOCH POSITION INTO TRACK HAS BEEN RROUIREMIENTS OF bb1,1IUN 12.1 OF TAS 202. 5/8' MIN. ENGAG 1 (OPPOSITE SIDES OF DOOR) (SEE LOCK OPTIONS) SLIDE LOCK INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. ONSIDE 3110E LOCK OPTION` BOLT SECTION A -A �12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W /(4) #14x5 /8° SHEET METAL 24 GA. MIN. G-40 MIN. Q41.Y. STEEL (MIN. YIELD STRENGTH: 31..3 K51, DRAWING QUALITY) WITH BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL OPTIONAL STOP MOULDING BY DOOR INSTALLER (TO 51417) 18 CA MIN. GAL /. STEEL END SOLE 18 GA. GAIN. STEEL 00116LE END STILE 18 GA. MIN. GALV. INTER. STILE Wzi 15 GA. GALV. STEEL CENTER GE F TO INSIDE SKIN W 4 #14x8 8 SHEET METAL . (VIEW "81) PU5HNUT INSTALLED 014 ROLLER SHAFT FOR UNRESTRICTED DOOR OPERATION SHIP LAP JOINTS. 14 CA GALV. STEM. END HINGE. ENCI4 FASTENED TO END SIXES W /(4) #14x5/8' SHEET METAL OCREWs TAPPING SCREWS. 14 GA. G4LV. ��EL HINGE FASTENED TO END W_J(4) #14 8° SHEET METAL SCREWS AND 2) 1/4 -x3 /a SELF TAPPING SCREWS. (NEW 'A') 2' STEEL LANG STEM ROGER. 1MB CONFIGURAISON DESIGN LOADS: +57.0 PSF & -67.0 PSF. .. . ,4:11 Roe FTDP815 *O3 "y__26 0.3 '-t, '�_C_)_: t:1LarOL Dude Product C Division DESIGN ENGINEER: MARK W. WESTERFIELD FLORIDA REGISTRATION No. 48495 MECHANICAL ENGINEERING 4° TALL X 2 -1/2" WIDE X 16 GA. C- CHANNEL ONE PER SECTION ATTACHED TO DOOR AT END AND CENTER SOLE LOCATIONS 5I114 ONE 1/4' X 3/4' SELF TAPPING SCREW PAR STILE STRAP. (3) PER SECTION. (SEE Y. INSIDE ELEVATION . EACH STRAP ATTACHED WITH (3) 1/4" X 3/4' SELF TAPPING S (TWO SCREWS TO DOOR, ONE TO C- CHANNEL). 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED W /(2) #14,5/8' SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. THE 246 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BERET TO HORIZONTAL PINE. OP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT REOLBRED) COUNTERSANK TO PROVIDE A FLUSH MOUNTING SURFACE 2x6 W000 JAMB CAN BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL BE TILLED WITH CONCRETE AND REINFORCED WITH CONTINUOU1 #5 BAR EXTENDING INTO THE FOOTING AND INTO TOE BEAMS. ANC140R5 CAN BE 1/4 "x1 -3/4' EMBED TAPCON CONCRETE RING ANCHORS STA AT NO MORE THAN 8' FROM BOTTOM AND 16" 0.C., 96 WITH 3/8 "x4' (1 -3/4° EMBED RAWL LOK /BOLT ANCHOR STARTING AT NO MORE FROM BOTTOM AND 24° O.C. ?? NOTE 7• SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. MIN DI Clopay Building Products Company CLOPAY BUILDING PRODUCTS COMPANY 8385 DUKE BLVD. MASON, 014 49040 (913) 770 - 4800 WAD CIA.7l■rm• .17 Mao B'OYl x 12'0?I xurx m, 0008 MODELS: 64A, 93, 94, 1491 H94 or 101705 D C B 2 CLOPAY MODELS 84A, 94, 98, H94 IDEAL MODELS: 4RST, H4ST, 4F HOLMES MODELS: 48 END STILES A4AOHE0 TO MOOR SKIN WITH PATENTED TO0 -1 -100 xa(t9. ENO STILES HAVE (2) TOG -1 -10C CLINCHES AT TOP AN0 (2) AT BOTTOM. ALONG THE FRONT FACE: ▪ SECTIONS HAVE () i0 1- CUNCHES • 38" 10 HAVE (4) lOC curxHES ® (1) INTERMEDIATE SIRE BETWEEN EACH EMBOSS. ATTACHED WITH 70G-L -LAC [(2) AT TOP & BOTTOM] URETHANE ADHESIVE (ALONG CENTER). --P.- A SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE END STILE LOCATION OF OPTIONAL VENTS MAX. DOOR 96)111 9' 0" INSIDE HANDLE OUTSIDE' KEYFO 1YCK III.CCSI2EJSEMILL4CK 594 TC� J344N_� &1 TGH L(, 000 N J K, R I y[ NG ONE ROW OF NWT-RESISTANT GLAZING IN ETHER ER TOP SECTION (SHOWN) D& NE(7-I0- THE -TOP SECTION (NOT SHOWN). MAX CUBING SZE 5 10 -1/2" x 11 ". 014246 5 INJECTION MOLDED GE LOAN 51.424321. AANG/APP8PROVED CC2 PI45R0 4 ACCORDANCE WITH SEE 180& SECTION 8-8 FOR ASSEMBLY DETAILS. SEE INTERRED. HINGE DETAIL SEE END HINGE DETAIL. LOCI( POSITION 80TH 5DES). SEE LAYOUT OF SOX LOCK FOR DETAILS WOE. 4451. 11450 98. 4F RETAIL MODEL 6414 98 INSIDE ELEVATION (924 014 (0.0239" MIN. THICK) DDS STEEL IN. YIELD 35.7 KS) EXTERIOR SKIN 4119 0-40 GALVANIZING. BAKED -0N PRIMER AN0 A BAKED -ON POLYESTER PAINTED TOP COAT APPLLED TO BOTH SIDES OF STEEL SKIN. (ASTM No. A853). INTER STILE OUTSIDE HANDLE 2- 3 /r•..l 4) 1499/9" SHEET METAL -1 • END SRLE LOCK BAR GUIDE LOCK BAR ENGAGES IN TRACK ON EACH 510E OF DOOR. 7 -1/2' RNO T(A) / "22/4" SELF 2 509045 34 t E]51i1 -11418 LS" JAMB CONFIGURATION 540E DOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. p1_S42F S_R)F R01 T 10CK OPTION STOP MOULDING BY DOOR INSTALLER (TO SUIT) 20 GA MN. CALV. STEEL END STILE, 2 -5 /13•x7. 20 614 MIN. GALV. STEE>. 21ERM. STILE. 212'. DESCRIPTION SECTION B -8 /'�00TAR 9' D.AII 'D' MULTWIRIPOSE® — �.. FOCH BOND TAPE. W DECORATIVE FRONT FRAME FACADE 00 55040900 STRUCTURAL SRICCSE SEALANT. OPTIONAL DECOPAIWE SNAP -4 100051. TRACK CONFIGURATION SPOT RESISTANT ONE -PIECE INJECTION MOLDED GE LEM SLx24327 FRONT FRAME & GADNO. F RETAINER FASTENED STENm TO TO FRAME WITH (10) N 3 4" PAN HEAD WOWG08» IEKNRE RASED PANEL. GALL. RTET. STILES WOODMAN TEXTURE. FLUSH PANEL GALV. INTER. STILES SECTION A —A —I r•• 2" THICK 12 GA. GALV. STEEL TOP ROLLER BRACKET (2 -1/2" x 5- 3/8'). EACH BRACKET ATTACHED W /(4) #144/8' SHEET METAL SCREWS. SHIP LAP JONES MODUCTREVISED tawzbarish Ganda Ample= No 1 G77p ' 2 0 12 GA ON-V. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH ONE 5 /18'41 -1/2' 111)02 LAG SCREW PER BRACKET. 2' GAIN. STEEL TRACK FASTENED TO TRACK BRACKETS EACH BRACKET ATTACHED WITH ONE 1/47x5/8" BOLT & NUT Dg TWO 1/4" RIVETS 18 CA. MN. STEEL INTER HINGE FASTENED TO CENTER STILE 81/(4) EACH /1448 /B" SHEET METAL SCREWS. 7/18" ROUND PIb30061 S INSTALLED ON EACH ROLLER MATT. 14 GA GALL. STEEL END HINTS FASTENED TO END STILES W /(4) EACH 91415/8• SHEET METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS 2" 10 BALL STEEL ROLLER (1 -3 /18'x7 /18•0•) WON STEEL OR NYLON TIRE. 14 GA. DALV. STEEL END HOME. EACH FASTENED 10 END STILES W /(4) /14x5/8• SHEET METAL SCREWS & (4) 1/4' SELF TAPPING SCREWS. TABLE 1 DOOR HEIGHT 8'O" 10 70" re" 70 8.9" 8'4' TO 10'�" 109• TO 120" NUMBER OF SECTIONS* 4 7 •481142 AOC TRxW f821"NMI U 3 103' VLSCRIPTION 02 03/18/01 0 -90 MIN. WAS G -80 03 04/2003 ADDEO E 1011001 HEIGHT MODELS 04 06/13/08 ADDED OPTIONAL IMPACT RESISTANT UTE5. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). CENTER HANG REWIRED FOR DOORS OYER 8' 1004. VERTICAL TRACK ATTACHED TO FLAG BRACKET WITH (1) 3 /813 /4" CARRIAGE BOLT. 13 GA. 041.9. STEEL FLAG BRACKET. EACH FASTENED TO WOOD JAMB WITH (3) 9/190x1 -1/1" WOOD LAO SCREWS. VERTICAL TRACK ATTACHED TO HORIZONTAL TRACK WITH (2) 1 /4"13 /9" TRACK BOLTS 2' CALL. STEEL TRACK, TRACK THICKNESS: 0.080 ". ATP. 2- 1/2112 QA BAN. STEEL T W% BRACKET. OR TOP BRACKET DOCK HORIZONTAL 40109.E TRACK HEADROOM OPTION DOOR HEIGHT "1" M.1:!,w.,41Ny'Li:14'it�� II k... 1111 1111L''�M''{YMMIIN EELF IC9i e e INCIA FDC II•ffilFIIIFDl1NFIE mi ®Ea1 m1i WIII691•00 29" INCLUDED UffillaliEllifflitENKLIIIIEN1111=1= ®F51115•i.'lilE3iCESIs []miLLII ®TaiIlUJEL3M m 0 INSAI RUM NSTAI STAB t:TII NITW ii1CSHiffliI SISIIIME ' MMIliFrii•nrio THS:SifF011 REIi7 Q,7IENNETIEfTAIIII I5i EICISICIDIFIIIWILNEWMITIENEfiliEN PREPARATION OF JAMBS BY OTHERS 50 0THE DESIGN 80.191 SUPPORTING PROFESSIONAL S180014A LEE SHALL BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON 7115 DRAWING. JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1. EOMALL THE LOAD FROM THE DOOR 5 TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 296 VERTICAL SYP (GRADE 92 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HOPo2011TAL (TOP) JAMB. 2. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS ,503 USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLO BV NOT LESS TFBLN (3) 2x8 PRESSURE TREATED SNP (GRADE 92 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PS NOMINAL EXTREME FIBER STRESS IN BENDING (FJ. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. BLOCK WALL OR CONCRETE 24 VP (GRADE 92 OR BETTER) WOOD JAMB SFMLL 8E ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. SOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO 510 BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE RE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD. 2 -1/4' TALL x 20 GA 6419. STEEL (MIN YIELD 80 KS) U -BAR. TWO U -BARS PER SECTION. EXCEPT THIRD SECTION WHICH HAS ONLY ONE 0-BAR. EACH U -BAR ATTACHED WITH 1/4" SELF TAPPING SCREWS (2) SCREWS AT EACH END AND 4TER*EO. STILE LOCATION. 13 0A CALM. STEEL BOTTOM BRACKET (3 -1/2" x 5 -1/2') ATTACHED WITH (2) i14xe /8 SHEET METAL SC 2x8 JAMB TO SUPPORTING STRUCTURE ATTACHMENT NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS NO LOAD (TOP) JAMB (I(0 LOAD FROM DOOR) FASTENER 1YE 2x8 VERTICAL JAMB 81/DDING TYPE FASTENER TYPE MAXIMUM • ON CENTER DISTANCE BETWEEN FASTENERS STEEL WASHERS 1044107 0-90 BLOCK (HOLLOW OR GROUTED) 2.000 PS MN. CONCRETE 1/4" x 3" (1 -1/4' ERRED) 1TY1 EAPCON CONCRETE ANCHOR (2 -1/2' ITN. EDGE DISTANCE) 1/4" x 4" 1 -34" EMBED ) ITN TAPCON CONCRETE ANCHOR (2 -1/2" MIN . EDGE DISTANCE) 10 -1/2" 24' 1" 0.0. 1" D.D. 3.000 PSI WIN. CONCRETE WOOD FRAME 1 2" x 4" 2 -1/4" 001811) SIMP50N STRONG -T WEDGE -AIL WEDGE ANCHOR (2" ION. EDGE INSTANCE) 12" x 4" 1 -5 /B" DARED )J LAG SCREW (AVM A33 07, GRADE AT (2 -1/7 MIN. EDGE 1RSTANCE) 21 -102" 24 INCLUDED I. 0.0. 2.000 PS MIN. CONCRETE 1 2' x 4" 2 -117 EMBED)_WEJ -O SLEEVE ANCHOR (2-1/2• MN. EDGE [OUNCE) 29" INCLUDED • - FIRST ANCHOR SCREW STARTING FRO HIGHEST R/SCREW INSTALLED ALUMINUM EXTRUSION dt VINYL WEATHERSTRIP. EXTRUSION ATTACHED WRH 9841 /2" SELF TAPPING SCREWS AT 18" ON CENTER SPACING [(8) SCREWS ON 9W DOOR). AT NO MORE THAN HALF OF MAXIMUM ON CENTER DSTANCE. AS HIGH AS THE DOOR OPENING HEIGHT. SCOTT FW/RTON. P.E. FLORTDA P.E. No. 83288 DESIGN LOADS: 4742.0 PSF & —48.0 PSF. 4 3 Clepay Building Products Company TOLERANCES Unless Stated CMMmr4D .00 • 1.03 .000 • 1.015 .0000 1.007 0e4re0R ±1/2' CLOPAY BUI IN(. NC PRODUCTS 8585 DUKE own. MASON, OHIO 45040 . (513) 770 -4800 SCALE. NOTED DAZE' 06/13/08 DRAWN BY SH PAGE. 1 OF 1 MAX SIZE 9'0"94 x 12'0°1-1 DESCRIPTION. SINGLE CAR W7 PAN DOOR WITH IMPACT RESISTANT LITES CHECKED BY. SH B DRAWING NUMBER 101702 VETS MD C B A