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WS-10-1261Project Address Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $110.00 $6.00 $1.80 $119.20 Building Department Copy Address Parcel Number 1569 NE 104 Street Miami Shores, FL 1122320320160 Block: Lot: EDITH DONALDSON 1 EDITH DONALDSON 1569 NE 104 ST MIAMI SHORES FL 33138 -2665 1 Contractor(s) HOME OWNER Phone Cell Phone Phone Type of Work: GARAGE DOOR No of Openings: 1 Additional Info: Classification: Residential Scanning: 2 Authorized Signature: Owner / Applicant / Contractor / Agent Pay Date Pay Type Invoice # WS -7 -10 -38406 07/14/2010 Credit Card 07/12/2010 Check #: 225 Amt Paid Amt Due $ 69.20 $ 50.00 $ 50.00 $ 0.00 Applicant July 14, 2010 Date Cell Valuation: Total Sq Feet: $ 1,385.00 0 1 Available Inspections: Inspection Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. July 14, 2010 1 Scheduled Inspection Date: July 22, 2010 Inspector: Bruhn, Norman Owner: DONALDSON, EDITH Job Address: 1569 NE 104 Street Project: <NONE> Contractor: HOME OWNER Building Department Comments July 21, 2010 Miami Shores, FL Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 149009 Permit Number: WS -7 -10 -1261 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1122320320160 REPLACE GARAGE DOOR 2 CAR DOOR Passed /f 7 J 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- 148883. End stile hinges require 6 screws cfc For Inspections please call: (305)762 -4949 Page 11 of 17 BUILDING PERMIT APPLICATION FBC 20 Owner's Address / ah o reg Tenant/Lessee Name Email Ci State �L Job Address (where the work is being done) 5 ( I City Miami Shores Village County FOLIO / PARCEL # Is Building Historically Designated YES Architect/Engineer's Name (if applicable) Miami Shores Village Building Department (( „„ 10050 N.E.2nd Avenue, Miami Shores, Flori S8'r' Tel: (305) 795.2204 Fax: (305) 756.89 INSPECTION'S PHONE NUMBER: (305) 7 Contractor's Company Name Contractor's Address 1F6 7/tin . / 9 7 City inl Q 01 ■ (5k1,0 !DES State f L N IZ I 0 Miami -Dade NOS' Phone # ChS n Phone # * * * * * ** ** ** * *** * ** **; *** * * *x * * *** * * *x **** *F *** * * * * * * * ** * ** ** * * *x * ** Submittal Fee $' & W , Permit Fee $ //0 °c6 1 1) Notary $ Training/Education Fee $ o 40 Scanning $ (p.00 Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ 949 P eai1 P ' —1710 Master Permit No. Permit Type: BUILDING ROOFING. Owner's Name (Fee Sim. le Titleholder) fiVA OO/9 &/ 0 Phone #36s 5 O'Z ST Zip c C3 / cT Flood Zone yam: Phone ® - 71 7 - 0 5a Zip 3 8 437 Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. 'Contact Phone ' E -mail r Value of Work For this Permit $ / 3 g 6 d Square / Linear Footage Of Work: t6 f ( 7 Type of Work: DAddition DAlteration tOew0 !1 Repair/1 eplace ❑ Demolition Describe Work :IP , gk Qt'1�� 'r ( a Q.x .A es * * * * * * * * * * * * * * * * ** CCF $ 1 CO /CC $ Technology Fee $ 1 4.00 Bond $ Total Fee Now Due $ 0 -20 SCe Reverse 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 not be appro and a reinspection fee will be charged.. Signatur O — "Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of Svc , 20 10, by Ej)a+i . .bomal,Sov , day of , 20 , by who is personally known to me or who has produced D who is personally known to me or has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: o w1RI \�A c‘\):107../ . 1c � Sign: - F 1 Sign: Print:. v,7g1,���"00 '. en ' Print: My Commission Expires: ".% a : "' 1 01j9 0 � � ®/ My Commission Expires: � �i d'' /dx * * * ****** * ** *** * * * *** * * * * * * * ** ( * * * * * *** * * * * **** * * ** **, * * **** err***** *** * * * * ******,ray ****** ** * ** APPROVED BY (Revised 07 /10 /07)(Revised 06/10/2009) 2 ") Plans Examiner Zoning Engineer Clerk checked OWNER BUILDER DISCLOSURE STATEMENT NAMEEcti 0) o ie) Q r!GrS DATE: 7.7 • ac.) / 0 ADDRESS: A 5 7 /17E Ibgt s ,/f ? j t crito /c..PeF 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 act as my own contractor with certain restrictions even though I do not have a license. 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. 3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may 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 license numbers on permits and contracts. Initial rk 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also 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 substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. Initial/ 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. Miami Shores Village ' Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Initial '2) Initial_ Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial r' " 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. 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is 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 abide 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 Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvfloridalicense.com /dbpr /pro /cilb /index.html 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: ? 1✓k' /QL 5 i am; Y'tiores, 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform 'on that I have provided on this disclosure. oko Initial 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 retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners 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 By 1 ,I) U Do NJ AeL2DOI who was personally known to me or who has Produced there License or t D day of `� , 20 Initial Initial tign l0 • �► o.SSiuju�„' d - %cco cct ' 0 /rg0 Von InfiaI /U Initial 1— Initial 1 CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements 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 management, 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: PERMIT # WS Io ■ 2p I r� C ADDRESS: 5, ((jPA FOLIO NUMBER: l23Zb32"OWLOOD ZONE: BASE FLOOD ELEVATION: COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: 1/3 ) (ATTACH COPY OF CONTRACT) $/3g5 TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed). VALUE OF PRINCIPAL STRUCTU$E (attach appraisal): OWNERS SIGNATURE: PLAN REVIEWER: PLAN REVIEWER SIGNATURE: 11 -12 -08 ''I--t 1.C. 4- 1_Dc5()-c• FREEBOARD: EAST OF FL.CCCL: imarurvx 0 , i, ,,,, f WU 61-(A____ DATE: DATE: Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: 4/3 Floors: 2 Living Units: 1 Adj Sq Footage: 3,265 Lot Size: 8,925 SQ FT Year Built: 1967 $50,000/ $258,731 RIVER BAY PARK ADDN Legal PB 40 -72 LOT 17 BLK 3 Description: LOT SIZE 75.000 X 119 $25,000/ $283,731 OR 13018 -2636 0986 4 Year: 2009 2008 1569 NE 104 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 1569 NE 104 ST MIAMI Value: Value: Regional: $50,000/ $258,731 $50,000/ $258,423 County: $50,000/ $258,731 $50,000/ $258,423 City: $50,000/ $258,731 $50,000/ $258,423 School Board: $25,000/ $283,731 $25,000/ $283,423 Folio No.: 11- 2232 - 032 -0160 Property: 1569 NE 104 ST Mailing EDITH K DONALDSON Address: $320,247 $382,743 1569 NE 104 ST MIAMI $616,629 SHORES FL Assessed Value: 33138 -2665 Year: 2009 2008 Land Value: $296,382 $379,809 Building Value: $320,247 $382,743 Market Value: $616,629 $762,552 Assessed Value: $308,731 $308,423 Year: 2009 2008 Homestead $25,000 $25,000 nd Homestead: YES YES Miami -Dade My Home Show Me: Property Information Search By: Select Item Text only My Home miami w a • e. ov Property Appraiser Tax Estimator Property Appraiser Tax Comparison 13 Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Additional Information: Click here to see more information for this ropertv: Community Development District Community Redevelopment Area ACTIVETtOL: SELECT it GI Aerial Photography - 2009 MY Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy' Disclaimer Web Site © 2002 Miami -Dade County. All rights reserved. 0 113 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Page 1 of 2 Legend Property Boundary Selected N Property �✓ Street Highway Miami -Dade County Water http: / /gisims2 miamidade .gov /MyHome /propmap.asp 7/12/2010 APPROVED ZONING DEPT BLDG DEPT SUBJECT 1 CUMPLIANCE WITH ALL FEDE =AL STATE AND CLUN ■1 RULES AND REG ULAT Borrower: EDM1 DONALDSON Property Address: 1569 NE 104771 57' City: MIAMI SHORES Lender: COUNTRYWIDE BANK, TSB/ LANDSATE • Sia4,144AmOholm. Comments: 01.9,1 PtrAt Floor GAR • Glipreft• • • • • • • • • • • • • • • Net LIVABLE Area Patio 14.5 Family 2.0 Bath Bedroom 23.9 Garacja 562.4 sf FLOORPLAN Dock Pool 24.0 Kitchen Half Bath Foyer 5.0 " to 1:::4 Porch To 12.0 12.0 12.0 12.0 First Floor 1481.5 sf 1481.5 1481.5 562.4 562.4 State: n. Dining 8.0 Ct- a t fr Patio (I) LP 14.4 Living Room 17100 NW 59 Ave, Miami Gardens, FL 13035 1.877.572.5673 File No.: 20090403-05388-1 Case No.: 20090403-05388-1 33138-2665 14.0 (NJ kt. w s,n t eL . 1! 4, 'yr . M a Snores Village AREA CALCULATIONS SUMMARY LIVING AREA BREAKDOWN Desotiptlan Net Site Net Totals Breakdown Subtotals First Floor 24.9 x 2.5 54.9 x 0.5 0.5 x 12.0 x 1.0 23.0 x 23.9 8.0 x 19.9 6.5 x 8.0 6.5 x 24.0 0.5 x 38.4 19.0 x 52.9 0.5 x 1.0 x 12.0 Garage (rounded) 1481 10 Items (rounded) 62.3 27.5 6.3 549.9 159.3 52.0 156.0 19.2 1005.3 6.3 -562.4 1481 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area Sq Ft) 35 40 45 50 25 30 0 -15 ft -50.4 -49.2 -48.3 - 47.6 - 47.1 -46.6 -462 -45.9 -45.5 -52.5 +46,5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -51.1 -49.8 -49.0 -48.3 -47.7 - 47.3 -46.8 46.5 -462 - +47.1 +45.9 +45.0 +44.3 +437 +43.3 +42.9 +42.5 +422 18 ft -52.4 -51.1 -50.2 -49.5 - 48.9 -48.4 - 48.0 - 47.7 -47.3 5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +43.2 20 ft -53.5 -52.2 - 51.3 -50.6 -50.0 -49.5 -49.1 -48.7 -48.4 -55.8 +442 +49.4 +48.1 +47.1 +46.4 +45.8 +45.3 +44.9 +44.5 +44.2 22 ft - 54.6 -53.3 -52.4 -64.1 -62.6 -50.5 -60.3 -49.7 -49.4 -58.0 +50.4 +49.0 +48.1 +49.0 +482 +46.3 +47.1 +45.4 +45.1 24 ft -55.6 -54.3 -53.3 -65.1 -63.6 - 51.5 -61.4 -50.6 -50.3 -58.9 +51.3 +49.9 +49.0 +49.8 +49.1 +47.1 +47.9 +46.3 +45.9 26 ft -56.6 552 - 542 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 -59.9 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 -80.7 +48.1 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +48.2 +47.8 +47.4 30 ft -58.3 - 56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 +48.8 +53.8 +52.3 +51.3 +50.6 +49.9 +49.4 +48.9 +48.5 +48.1 32 ft -59.1 -57.7 - 56.7 -55.9 -552 -54.7 -54.2 -53.8 -53.4 -63.1 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.8 +492 +48.8 34 ft try -75.7 +56.5 - 57.4 +52.7 -56.6 +51.9 -55.9 +51.3 a, ti a1 -54.5 +49.8 �v.ymo 36 It 40 ft -76.5 +57.1 -58.1 -57.3 - 56.6 -68.3 +53.0 -67.2 +525 -55.1 -65.3 +51.5 -64.5 +51.1 42 ft +53.3 +52.5 +51.9 -70.4 -69.0 +50.4 38 ft -61.3 +56.5 -59.8 +55.0 - 58.7 +54.0 -57.9 +53.1 - 57.3 +52.5 58.7 +51.9 -562 +51.4 - 55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 - 59.4 +54.5 58.6 +53.7 - 57.9 +53.0 -57.3 +525 -56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 - 61.1 -60.0 -59.2 -58.5 -57.9 -57.4 - 57.0 -56.6 -682 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -632 +58.3 -61.7 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +541 -58.5 +53.5 -58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft - 63.8 +58.8 -62.3 +57.3 -61.2 +582 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 -58.5 +53.5 -58.1 +53.1 -57.7 +52.7 48 ft -64.4 +59.4 -82.8 +57.8 -61.7 +56.7 -60.8 +55.8 -60.1 +55.1 -59.6 +54.5 -59.0 +54.0 -58.6 +53.6 -582 +53.1 50 ft -64.9 +59.9 - 83.4 +58.3 -622 +572 -61.4 +56.3 -60.7 +55.6 -60.1 +55.0 -59.5 +54.5 -59.1 +54.0 -58.7 +53.6 52 ft -65.5 - 63.9 - 62.8 -61.9 -612 -60.6 -60.0 -59.6 -59.2 +54.9 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 54 ft -66.0 +60.8 - 64.4 +592 -63.3 +58.1 -62.4 +57.2 -61.7 +56.5 -61.0 +55.9 -80.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft 58.5 +61.3 -64.9 +59.7 -63.7 +58.5 - 82.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 50.1 +54.9 60 ft -67.5 -65.8 - 64.7 -83.8 53.0 -62.4 -61.9 -61.4 -61.0 -72.1 +622 +80.6 +59.4 +58.5 +57.8 +57.1 +56.6 +56.1 +55.7 Mean Roof Height DESIGN PRESSURES PSF) • Zone 5 10 15 20 Tributary Area So Fl) 40 45 50 25 30 35 0 -15 ft -822 -59.8 -58.0 - 56.7 -55.6 54.8 - 53.8 - 53.1 -52.5 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft 53.1 -80.6 - 58.8 -57.5 -56.3 -55.4 -54.6 -53.9 - +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +422 18 ft -64.6 -62.1 - 60.3 -58.9 - 57.8 -58.8 -55.9 -55.2 54.5 5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft 56.1 +49.4 -63.5 +48.1 51.6 +47.1 -602 +46,4 -59.0 9.0 +45.8 - 5872 -581 +45.3 5 +44.9 -56.4 +44.5 -55.8 +442 22 ft -67.4 +50.4 54.8 +49.0 -62.9 +48.1 51.4 +47.4 -602 +48.8 -592 +46.3 - 58.4 +45.8 -57.6 +45.4 58.9 +45.1 24 ft -68.7 -66.0 -64.1 -62.6 -61.4 -60.3 -59.4 -58.7 -58.0 +51.3 +49.9 +49.0 +482 +47.6 +47.1 +48.7 +46.3 +45.9 26 R -69.8 -67.1 -65.1 -63.6 -62.4 -61.4 -60.4 59.6 -58.9 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -70.9 582 -682 -64.6 -83.4 -62.3 -61.4 -60.6 -59.9 +53.0 +51.6 +50.6 +49.8 +492 +48.7 +482 +47.8 +47.4 30 ft -72.0 +53.8 -692 +52.3 57.1 +51.3 -65.6 +50.6 -64.3 +49.9 -63.2 +49.4 -62.3 +48.9 -81.5 +48.5 -80.7 +48.1 32 ft -73.0 -70.1 -68.1 -88.5 -652 -64.1 -63.1 -62.3 -61.6 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +492 +48.8 34 ft -73.9 +55.2 -71.0 +53.7 -68.9 +52.7 -67.3 +51.9 -66.0 +51.3 -64.9 +50.7 -84.0 +502 -63.1 +49.8 -62.4 +49.4 36 ft -74.8 -71.9 -69.8 -68.1 - 66.8 -65.7 -64.7 -63.9 -63.1 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 -70.8 +54.0 -68.9 +53.1 -67.6 +52.5 -66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -67.2 +525 -662 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 -69.0 57.9 -66.9 -66.0 -652 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.8 +52.6 -65.8 +522 48 ft -78.8 -75.7 -73.5 -71.8 - 70.4 -692 -682 -67.3 -66.5 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -79.5 -76.3 -74.1 -72.4 -71.0 59.8 -68.8 -67.9 -67.1 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.6 +53.1 50 ft -802 +59.9 -77.0 +58.3 -74.8 +57.2 -73.0 +56.3 -71.6 +55.8 -70.4 +55.0 -89.4 +54.5 58.5 +54.0 57.6 +53.6 52 R -80.8 -77.6 -75.4 -73.6 -722 -71.0 -69.9 -69.0 582 +60.4 +58.8 +57.6 +56.8 +56.1 +55.4 +54.9 +54.5 +54.0 ft -81.5 -78.3 -76.0 -742 -72.8 -71.6 -70.5 -69.6 -68.7 +80.8 +592 +58.1 +572 +56.5 +55.9 +55.4 +54.9 +545 56 ft -82.1 +6t3 -78.9 +59.7 -76.6 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +56.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 R -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 +622 +60.6 +59.4 +58.5 +57.6 +57.1 +56.6 +58.1 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 Calculators\ASCE 7 -05\ FLB - ASCE 7 -02 Pressure Charts (0-60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING 1 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES, REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT *WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI =1-/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES, 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. a a • CD-1 ®: I ELEVATION • • • • • • • • • •• • Z. � : • • • 3 WALL ZONE FIGURE • • • MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT m m tft z co D m z 0n REMARKS INIT ISSUE REVISE FOR 07 FBC DRWN CHKD DATE FLB FLB CL TSB 04/19/06 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING 01 0 - 160 9W 1£th AVENUE•, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 FAX: (954) 354 -0443 w 7w.ENGI:CQ.C : : •CERTOF AUTIP • • • • • • • • • • • • •• • • • • •• • ••• • • • ••• - •• • MIA M I•DAbb BUILDING CODE COMPLIANCE OFFICE (IICCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Co. 8585 Duke Blvd. Mason, 011 4504() 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 (AIM. 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 ot'such testing and the ANJ 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: Sectional Garage Door 16'- 2" Wide. APPROVAL, DOCUMENT: Drawing No 101300, titled "Double Car W8 Hurricane Pan Door", dated 02/15/95 with last revision on 12/13/06. sheets I, 2 & 3 of 3, prepared by Clopay Building Products Co, signed and sealed by S. Hamilton, 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 hear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved or MDCPCA", 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 37200 voice- w shall he used to make door panels for Dade County under this Notice of Acceptance • • ADV7 ~' :' : XI; ,NOA number preceded by the words Miami - Dade County, Florida, and followed by the expiration • • date may he displayecfirt advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 1NSPrIVI? 1: A rrpy of:his entire NOA shall be provided to the user by the manufacturer or its distributors and shall be • • • availableffor inspectit!,lt job site at the request of the Building Official. This N(4A•rrn• ews NitA'g'(S_1212.02 and consists of this page, evidence page as well as the approval document mentioned above. • • The sn:mit e::lociun nrafa�,q was reviewed by Can _,.,, Font PE. • • •••• •• • • •• • • • • • 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 NOA No 06- 0227.04 Expiration Date: March 26, 2011 Approval Date: January 11, 2007 Page 1 • • • • • • • Clopay Building Products Co. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Drawing prepared by Clopay Building Products Co., titled "Double Car W8 Hurricane Pan Door ", Drawing No. 101300, dated 02/15/95, with last revision on 12/1306, 06, sheets 1 through 3 of 3, signed and sealed by S. Hamilton, PE. B. TESTS 1. Test report of uniform static air pressure test per PA 202 of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on " Clopay 16' -2" x 8' 24 ga. steel garage door Model 94 ", prepared by Hurricane Engineering & Testing Inc, report No. ATI NC 1102.01 -05, dated 011/22/05, signed and sealed by D.W. Johnson, PE. 2. Test report of uniform static air pressure test Per PA 202of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on " Clopay 16' -2 "x 8' 24 ga. steel garage door Model 94 ", prepared by Hurricane Engineering & Testing, Inc report No ATLNC 0118.01-06, dated 03/07/06, signed and sealed by D. W. Johnson, PE. 3. Test report of salt spray test per ASTM BI17 on "3in by 5 in deep drawn steel panel" prepared by Twin City Testing Corporation report No. 30160 -04- 63365, dated 01/26/05, signed and sealed by J. D. Lee, PE. 4. Test report of Tensile Test per ASTM E 8, report No. 7KM -1086, prepared by Q.C. Metallurgical Inc, dated 11/22/05, signed and sealed by F. Grate, PE. C. CALCULATIONS I. Calculations prepared by S. Hamilton, PE, pages 1 & 2 signed and sealed by M. W. Westerfield, PE on 05/25/06. D. STATEMENTS. 1. Code compliance letter issued by Scott Hamilton PE, dated 05/19/06, signed and sealed by S. Hamilton PE. 7 No financial interest letter issued by Scott Hamilton P, dated 05/19/06, signed and •' y g • • • ••• • • •• • settled h; S. Hamilton PE. • • • • • • P• QUA4iI'FY ASSURANCE. • • ••••J• 8u1J?1.1i l'Code Compliance Office. •••• • • • •. • • •••• • •• •• • ••• • •• • • • •••• • • • • E -1 o2 Cand' o F. ont, PE. Senior Product Control Division NOA No 06- 0227.04 Expiration Date: March 26, 2011 Approval Date: January 11, 2007 19 1 2!7/2005 IAA MELD WAS ,38K51. ADDED BRACKET LOCATIONS. H0 12/7/2005 ADDED 1 PIECE DOUBLE END STILE 111 05/9/2006 MIN YIELD WAS 37.2KSi; REVISED LOCK NOTE; DWG WAS 12) SHEETS: DESIGN ENGINEER WAS M. WESTERFIELD. 112 09/71/2005 UPDATED PER M - D COMMENTS 13 12/ ` REVISED MIN YIELD PER to -0 COMMENTS (WAS 3 LAGD'ELJ 3 4r+, `^'' OJ 1'94 j••• M Mc 11 •/ ••• • • • • • DOOR NUMBER OF, / HE:;;,! !SECTIONS' ; 7S''O9' i• 5 •• , N - 0 - TO , 0'5 + • •'�' 39. I - WT1pG#41N TEXTURE. FLUSH PANEL. GALV. INTER. STILES / : i i0 ; S ARE iTHi• • • • • • • • • • ••• • ONE ;NTERMEDATE STILE BETWEEN EACH EMBOSS LOCATION. "' ATTACHED W/ PATENTED TOG -L -LOC SYSTEM (T0? & BOT) / AND UREA 4E ADeTratVE ($ a CENR!R>!. / • . •� • • • • • • • • • • • • � • . T `:1GH • ' • 7 -1/2' i . 111 r•moustet p ia= !", ��°� { Lam _t & ttttttt� — i, 1���•I &trrlrl�� t.memt 1tin■NotuummlomminTEw■1ows ∎!∎ Y .,r I 1 11 l � r � r! I i lei &ICI r' �I1 !! 1 ! illimmrTimmensimmEmos mumsImsownly Y, / w;?TICN OF OPTIONAL J / VENTS. AREA OF VENS N07 AL To EXCEED 120 So. INCHES. / END / STILE INTER. STILE OUTSIDE HANDLE OUTSIDE KEYED LOCK LOCI( BAR LOCK OPTION 4 ,NSUu' ER MODEL j MODEL JFSCR!PTIO.N 4R ST 84A_ 0 ; W40DC•TAIN TEXTURE. RAISED PANE'_, GALV. INTER. STILES OCK / BAR GUIDE A '- OP'IONAL OUTSIDE KEYED LOCK POSITION l- fi'x7- tj4'x12 CA GAL, STEEL PLAIT. / Z ONE PER C1tANNEL SEE VIEW T. • MAX. 70011 I9 DTI _ /W / NSIDE G 0V41I0N5 / L LOCK BAR OUTSIDE KEYED ENGAGES IN HANDLE TRACK ON EACH SIDE , OF DOOR. - , 2-1/ Imo. 4x5/5" SHEET METAL SCREWS SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON / EACH SIDE OF DOOR INTER. STILE / INSIDE HANDLE OUTSIDE :(EYED LOCK / SNAP LATCH LOCK OPTION / 7 -I /2 I/4%3/e SELF :4 CA, END HINGES 1 B,GA. :NTERMEDIATF HAGi, 1 vRly "B' ,A ^} �C.' / ND STILE / L rsfC DESIGN ENGINEER SCOTT HAMILTON, P.E. FLORIDA LICENSE No 23286 / DESIGN LOADS: +46.5 P.S.F. & -52.0 P.S.I. / 1-PG ENO STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) / / / 15 04. GALVANQ) ; -?C DOUBLE END STILES ATTACHED TO DOOR SKIN WITH ? ATENTED ?OC- L -'_0C SYSTEM, (2) AT TOP INSIDE. ;2) 3Gil043 ,N510 - e, (4) 4LONG OUTSIDE EDGE OF IB" SECTIONS & (5) ALONG OUTSIDE EDGE OF 21' SECTIONS. • A ALTERNATE 7 -PC FIND STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) 16 GA GALVANIZED END STIRS ATTACHED TO DOOR SKIN WITH PATENTED T00 -1 -LOC SYSTEM 1(7) AT TOP INSIDE, (2) BOTTOM 1NS1DE, (A) ALONG OUTSIDE EDGE OF 15 SECTIONS & (6) ALONG OUTSIDE EDGE OF 21' SECTIONS) AND 'SEPARATE 18 GA. 34LV, INNER DOUBLE END STILES ATTACHED 72 707 AND BOTTOM RAIL WITS! PATENTED / TOG-,-..0C SYSTEM / (2) 12 GA GALV. STEEL. TOP R011ER 1 -PC BRACKFIS (2 -1/2' EACH BRACKET ATTACHED W /(4) • 11144/5" SHEET METAL SCREWS. NEW 'C' ADJUSTABLE SLIDE ATTACHED TO TOP MEW g ^/ BRACKET WITH (2) 1/4'x1/2" BOLTS AND NUTS PER BRACKET. / A LOCK POSITION (BOTH SIDES). TWO POINT LOCKING REQUIRED. LOCKS HAVE 5/8" MIN. ENGAGEMENT. SEE / LAYOUT OF EACH ''LOCK OPTION BELOW • ODORS WITH 2" TRACK USE (2) STACKED LHR BRACKETS (2 1/2'x5". 12 GA.) AS INNER BOTTOM BRACKET ATTACHED WITH (2) / 1/4'x3/4" SELF TAPPING SCREWS. ADDORS WITH 3' TRACK USE USE (1) 3 -IN / ROLLER CARRIER (1- 1/8'.2 -1/4' x 12 • GA.) AS PINER BOTTOM BRACKET ATTACHED ' WITH (2) 1/443/4' SELF TAPPING SCREWS.' SHIP LAP JOINTS SLIDE BOLT LOCK ENGAGES INTO VERTICAL ' TRACK. ONE LOCK ON EACH / SIDE OF DOOR. INSIDE SLIDE BOLT LOCK r 24 GA (0.0239' MIN. THICK) DDS STEEL (MIN. YIELD STRENGTH: 37.2 KS!) EXTERIOR SKIN WITH G -40 GALVANIZING, BAKED -ON • AAAA PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT - APPUED TO 80TH SIDES OF STEEL SKIN. (4S7M No. A553). - :clapay Building Products Company PACE ;RE0 3410 j DESCRIPTION 4 F J i 3 111/ 8/05 CORRECTED BRACKET 4OUNT DEPICTION: PUSH -NUT FOR 2' NT..LER NA L OOKNif1, ADDED ROLLER THE OPTION: REVISED ,AM8 411404MEN1 TABLE: ADDED IDEAL / HOLMES BRANDS. 1.x 'AT 11 C 15 GA. I -PC 23331E END STILE / 2" THICK I1 1 -2 -1 f2" —! (•- 5 /6' (TY ?.) ' VIEW '0' ' 14 GA. GAL +. ROLLER HINGE. EACH Ht+GE ' 5" TALL ' FASTENED TO END SOLES W /(4) 9 C- CHANNEL 16 GA ' SHEET METAL AND (4) 1/4'x3/4 SELF -. GA1V. STEEL - TAPPING SCREWS. SEE VIEW "B'. TOLERANCES Unless Stotel DeherMse ,/ 12 GA. GALV. STEEL TOP ROLLER BRACKET. SEE INSIDE ELEVATION FOR FASTENER DETAILS. A / AT THE LOCATIONS NOTED ON INSIDE ELEVATION. ATTACH THE 6'4 1 / 4 'x12 CA. STEEL PLATE TO THE UNDERSIDE OF THE THE C- CIIANNCL WIT11 (4) 1/4',3/4'. SELF TAPPING SCREWS. / / 5'x2 - 1/4 "x12 GA GALV. STEEL ?LATE. ONE PER C- CHANNEL SEE VIEW 'E ". ✓ ONE 5" TALL C- CHANNEL PER DOOR SECTION. (SEE VIEW "D") C - CHANNEL ATTACHED AT EACH STILE LOCATION WITH (1) 1/4'.3/4" SELF TAPPING SCREW ./ 1-1 /4 WIDE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION. OPTIONAL: (8) STRAPS DN 2ND (LOCK) SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITS (3) 1/4 "43/4' SELF - TAPPING SCREWS (TWO SCREWS TO DOOR. ONE SCREW TO C-CHANNEL) 12 GA. GAIN. STEEL 80110M BRACKET (3-1/2' x 5-1/2") ATTACHED METAL SCREWS. / A ALUMINUM EXTRUSION & VINYL WEATHERSTRIP SECTION A -A 1015E vino / .00 = .000 " .0000 Degrees CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 3.03 3.015 3.007 31/2' IF 4IFRNATE 7 - PC END 1 7110 CONE1^,,URA710N 1111USTRATED) / 1 5 04 10 -. / 19 GA. TNNER DOUBLE EN0 ND 0'111 071 / \ SCALE. 1 NOTED 2/ WITH (2) #144/8' SHEET PAGE 1 OF 3 B IRA 1 111 1414909 :Oi3G0 xs12 16'2 "W x 12 23311031110'/ 301181E CAR W8 HURRICANE PAN DOOR 404 ( MD C 04-sa Toy L i r O.. MODEL 5 94A. 94 98, H94 ' / s • f I ` :DEL •! • • o • • + k' A n. vC • - • • • *TRACK CON►te;..TATIOIR. DOORS f t .TO 3 HIGH STANDARD HEIGHT MODF'LS 4 8 54A, 94, 98, 4 RS1. 4F / 9 • • • •• ••• •• • • • • D Intr ' C6 SW 1I4(. BY I,• • • • DAR T (TD SVITTI. • ‘I HRFIZOV•4L A/eGLE•AR - D D FLAG RR4CK6-T ^ Galaisa x p� 4{ .. I •I 1 v . • • ••• • • • • • • • • • • • • • • • • • •• • • • • • • • • • •• • • • • g •• 2' WI. STEEL TRACK. J MACK '46914955: 500.083 / 3' / 2- 1 /2'x12 GA. GALV STEEL TRAGIC/ 8R4CKET5 FA51ENI:7 TO WOOD JAMB WITH 5/16 31 -5/8' LAG ' SCREWS NOT TO ExCEED 74" 0.C. M:N_ OF (9) LAC SCREWS REQUIRED.'/ F' 00'1)81.9 'PACK LDW HE4DROC. 15 AV.NW3LE AS AN OPT nay 13 GA DALV. STEEL FLAG 971AOKET. HOR9081.L TRACK ATTACKED TD VERTICAL TRACK WRN (2) 1/4" x 314' 80175 AND NUTS. / 5 677'6 - # , & 50'H ODORS 0N1.r) • 1 ' DOOR OVERLAP (EACH 589) -- 236 S P WOOD JAMS SES .6,2-1/2" • 34N. "JA1.49 PREPARATION NOTE' 0 SHEET THREE. • II 2' CALV. STEEL TRAC4 FASTENED TO 12 GA. GAL'. STEEL TRACK BRACKETS. TRACK • ATTACHED TO EACH 8RACKET WITH TWO - 1/4' 5)1. RNE15 • • ••• •• •• • • • • • • • • • • • . • ••• P. 2- 1/2'412 CA 9ALV. STEEL TRACK BRACKE!s. '6 TRACK 8RKTS PER SIDE FOR 000 )15 oR TO TIC man . 7 TRACK 8RK13 PCP 505 9 09 DOORS 73' TD 6'0" H0.4. • JAMB CONFIGURATION' DOORS UP TO 8'5 HIGH STANDARD HEIGHT MODELS 48 949, 94, 98. 4RST, 4F / 9 3 3 A N D 4. C4 }7FSIGN 1=NCI 4 ER SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 53288 © + -t /2" K : -1/2' ( 7 4095581AL ANGLE SECTION VIEW DF - ' RACK AND HORIZONTAL ANGLE TRACK FASTENED TO ANGLE WITH 1/ RIVETS AT 24' MAIL 0.C. SPACING. DESIGN LOADS: +46.8 PS!. & -52.0 P.S.E. ✓ STOP MOULDING BY DOOR INSTALLER (TO 5LRT). 15 GA. 34LV. 1 -PC DOUBLE STEEL ENO 5T1LE (OR ALTERNATE 2 -PC CONFIGURATION, SE'_ SHEET ONE)© ® 20 G4. CALV. STEEL INTER. STILE. (1) INTER. • 5779E BETWEEN EACH EMBOSS (SEE INSIDE • ELEVATION ON SHEET ONE). 00095 15'2' WIDE • HAVE (7) INTER. 51I1E5 PER SECTION. • to CA GAIN. STEEL CENTER HINGE � FASTENED TO INTER. STILESW 4 / 7/''6' LD. ROUND /( ) EACH PUSH p 111)1�� / # SHEET METAL SCREWS. "" 1,14 GA. qE ROLLER HINGES FASTENED TO END STILES W /(4) EACH 11449/8' SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. + / L ® 2 - 10 BALL. LONG 5TE3 STEEL ROLLER WITH STEEL OR N9LON TIRE. 7 -7 , 0E 2 )JAMB CONr ® Clopay Building Products Company TRACK CONE.CURATION: DOORS 5 70 12'0" HIGH" FXTENOFD HE'ClT M00FL5 H94, H4ST, 98. 4F® / HOIb20NTAL ANGLE ATTACHED 10 :LAC 3RACKE7 / CENTER HANG REOVIRED FO wrtw (1) 3/8" Y 3 /4' 04RR4199 90! ,64 i �. DOORS OVER S RICH. ' x 3 TOLERANCES LMle/x Slam Ommme 2 2 / 1 - 5/5' 3 2 - 3/8' MIN. x 0.080' TAPERED ANGLE SEE LAG BOLT MOUNTING AT TRACK J CONFIGURATION. 0.101' THICK 3' GAL'. STEEL TRACK FASTENED TO TAPERED ANGLE. TRACK ATTACHED TO TAPERED ANGLE WITH ONE 1 /4'KS /8' BOLT & NUT AT EACH MOUNTING SLOT. OF 3 )REV T) I)� 1 -12 - ON CENTER J 1' DOOR OVERLAP (EACH SIDE) - r - 2x6 556 WOOD JAM5. SEE ®2 -t /2- MM / I ',IAMB PREPARATION NOTE' ON SHEET THREE / .00 e .DOE/ m .0000 + 0egmee CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770 -4800 3.03 9.015 9.007 11/2' 3' CALV. TAPERED STEEL TRACK AND ANGLE. TRACK 'MCxNE551 D.10I'. ANGLE THICKNESS: 0.09D VERTICAL /HORIZONTAL TRACK t MAKWUM SPACING • JUNCTION. TWO 1/4' BOLTS I - FROM LAST 040UNTINC & NUTS 706 EACH TRACK./ SLOT TO TRACK JUNCTION. / ADDITIONAL MOUNTING SLOTS , SPACED AT 12' CENTERS. NE. 9' TRACK BOLT AND NuT AT EACH 4DUNTINC SLOT LOCATION HEIGHT ONE 5/16' 3 1 -5 /8' LAG SCREW SPACED AT THE SAME J 00IANCE5 AS THE TRACK BOLTS (..E. 3 - - , 10'. 22', 34',' 10' 46 ETC.). ADDITIONAL LAD SCREWS LOCATED AT 15", 28', & + II� // 40' FROM 801109. ALSO TWO 1AG SCREWS LOCATED ABOVE' J - 1/2' VERTICAL /HORIZONTAL TRACK JUNCTION. / I JAMB CONFIGURATION: DOORS 8'3' TO 12'0' HIGH ND D HEIGHT MODELS H94, H4ST, 98, 4F ✓ Imalmomiras P�ru�.0 STOP MOULDING BY DOOR INSTALLER (TO 9517). 15 GA, GALV. 1 - DOUBLE STEEi ENS STILE (OR ALTERNATE 2 -PC CONFIGURATION. SEE SHEET ONE 20 GA. GA.0. STEEL INTER. STILE (1) ® INTER. STILE BETWEEN EACH EMBOSS (SEE INSIDE ELEVATION ON SHEET ONE). DOORS 16 WIDE HAVE (7) INTER. + 9 STILES PER SECTION. ' 18 GA. GALV. STEEL CENTER HINGE ,7/i6' r.0. ROUND FASTENED TO w'TER. STILES W/(A) EACH • PUSH NUT FASTENER, #14x5/8' SHEET METAL SCREWS. L l4 GA GAIN, STEEL ROLLER WNGE$ FASTENED TO END • 51)125 w /(4) E4cH #1495 /8' SHEET METAL SCREWS • AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE. + 3' DIA. B -1/2' LONG 51E1.4 BALL BEARING STEEL ROLLER. SLALE NOTED 010. 2/15/95 DR4VN RT. MM./ CHEG*ED R• SH 0289)118110* !SEE REJIStON ri'STORY 016 SI4E ONE DOOR TR M LENGTH 1 HORIZONTAL TRACK SUPPORT ST DOOR INSTALLER (To 51)1)! lama 0 2 „c ►�1 • limn 20F3 I IRLAWING x144 101300 A 2' x 2" ✓ r HOR20NT , ANGLE. 3' 4 SECTOR NEW OF 'RACK ' AND HORZONTAL ANGLE. TRACK FASTENED 70 ANGLE ' WRH t/4' RNET5 AT ;4' MAX. 0.9. S4ACWG. /LITi7' SUE 15'21' x 12 - 1H DESTA1P1103 DOUBLE CAR W8 HURRICANE PAN DOOR MD L 8 J i r; • • .•• • • • ••• • '•'• • • • •'•'• • • • • • • ••• • • • • • • • • • • • • • • • ••••••• •••• ••• • ( • :OLOPAY .'V TiiIL4 31-A. 1 9E :9i i • • EAL MO TL: : �' • 'i� L ` �RST � • • • HOLMES .`J4}. L*48 ® •s• • �.• • •i• • '•• •• • • • •• ••• ••• 2x6 JAMB 41 f0 SWQ�OIRTIIIG •VRUCTURE NOTES / • • • • • • • :) ALL 17.5 LOA) FROM T•E p.ORSS TANS R Al ,K ! r.EN FROM THE TRACK TO THE 2.6 VERTICAL 5YP (GRADE 12 04 3a' -TFR .0469. .Q• 0 FR•d ?•E 00 IS N RRED 70 THE .10RZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE ',BUT ARE NOT REOU1RED 70, BE) COUV7ERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 3) EA0 0541ICAL JAMB SEES A MAXIMUM OESTON LOAD 01,4372.5 :.B 4 —410 LB. PER LINEAR 1007 OF JAMB. 1 ,L 4) A 1/2 STRESS INCREASE FOR 0ND LOAD WAS 5.0_T USED IN 1145 CAL VLATION OF 0 1103A815 LOADS FOR ANCHORS AND FASTENERS / 0 : STEEL. CONC'ETF AND 'N30NRY j -- 7 FASTENER 1 MAX. O.C. 2x6 1© 1/2 MAX. O.C. HORIZONTAL .JAMB (NC LOAD FROM DOOR) �l I VERTICAL JAMB .5 ti/ 4 ® N FNGINFF{�� SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 DES158 LOADS: 4'46.6 P.S.F. 5 - 52.0 P.S.F. 4 3 ITOLERANCES ® CI ®p ay U.44 5:AM4 DA.Aw Building Products Company EJAGE 3 Or 3 1 .00 - 303 .500 a 10.015 0000 m 3.997 De9.am •• 31/2 CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON. OHIO 45040 (513) 770 - 2 ..ESCRIPTION ;SEE REVISION HISTORY ON SHEET ONE JAMB ATTACHMENT AND SUPPORTING ING STRUCTURr WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL 3E FRAMED SOLID BY NOT LESS THAN (3) 2.5 PRESSURE 1RE4:E0 GRADE ' 92 OR BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIRER STRESS IN BENDING (F FOR DOORS UP TO B HIGH AND N07 LESS THAN (4) 2,6 PRESSURE TREATED GRADE 92 OR SETTER WOOD STUD OF A STRESS GRADE NOT LESS 11-IAN 1700 PSI NOMINAL EXTREME F19ER STRESS IN BENDING (F.) FOR ODORS 8'3' TO 12 HIGH. STUD WALLS TO BE CONTINUOUS FRO4 FOOTING TO TIE 3EAM5 • AND 14 ACCORDANCE w1TH THE FLORIDA BU110D40 CODE. BLOCK WALL OR CONCRETE ' 246 WOOD .1A58 SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK ' WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH 95 BAR 531060740 INTO '11E FOOTING AND INTO TIE BEAM5. ALL BARS SHALL 9E CONTINUOUS FROM THE 71E 8FAM5 TO 0 00TING PER ' BLOCK WALL OR CONCRETE COLUMN. 131.00< WALLS AND CONCRET0 COLUMNS TO 85 55594ED BY BUILDING PROFF5510NAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE / JAMB PREPARATION NOTE / THE METHOD OF ATTACHMENT 70 THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 286 WOOD JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STR107URE AND IN / ACCORDANCE WITH CURRENT 9411D045 CODES FOR THE '_DADS LISTED ON THIS DRAWING. PREPARATION DF .0485 BY OTHERS. / ALL MOUNTING OF TRACK, ANGLES. HORIZONTAL TRACK 5U °PORTS. AND ALL OTHER DOOR HARDWARE TO BE 1NSTALLED PER CLOPAY INSTALLA7.'ON INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. 2x6 JAMp TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS (NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS OR ANGLE TO 2,9 VERTICAL. .AU95 OR SUPPORTINC STRUCTURE) 3000 -. I MIN. CONCRETE WOOD • MAXIMUM ON CENTER DISTANCE 851wEEN FAS V4EIi' ® Y11'.7Y, HERD A a :r N CHOR MIN. EDGE . , 1,31L F 597:.iWTl z; R :.a1�p � 1 -� 0 HERD 1 . 7 a. ANCHOR " MIN. GE •1F]� u'.•T.JI I fl WS 1 113!h 4'di/F3i/_7I7:"i'1 =T9;}1.•�Tas .rya- r.1.•�J - ��OiE� :: FIT:T TrTITUf:TTS`i4 :ia1' [` 7L7f1F .' ®l1ifS.7 :1 ....R tzW/MTm1 .3.7wEi1 :77'H31MENEMINILIMIVRi 041101NG TYPE 04STENER 719 -90 81. K (HOLLOW OR 1 1/4' X 3• (1 -I/4" EM8E0) -• LLD I7W 7APCON CONCRETE ANCHOR (2 -1/2' N. EDGE DISTANCE) " STEEL WASHERS RFD IRE •". 6 - 1/4 • 1" 0.D. CLOPA7 DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS- ' • - 7)1451 ANCHOR /SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE / SCALE NOTED D4'10, 2/ 15/95 DR4VN Bob MW , GKF1<00 01. 5H PAGE 30F 3 •1.4' F7+ :7.4 :759SV •ssit B 9120 18'2'W x 12'0'1 C. RESCRIPI DOUBLE CAR WE( HURRICANE PAN DOOR P. inFAV1NG N909 vER w 1 01 300 MO Tda m .04