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WS-18-2030Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit Permit NO. VI/S-7-18-2030 Permit Type: Windows/Shutters Work Classification: Garage Door Permit Status: APPROVED Issue Date: 8/23/2018 Expiration: 02/19/2019 Parcel Number Applicant 1270 NE 95 Street Miami Shores, FL 1132060144060 Block: Lot: HELEN TRACY Owner Information Address Phone Cell DWIGHT TRACY 1270 NE 95 ST MIAMI SHORES FL 33138-2550 Contractor(s) Phone GARAGE DOOR ETC COMPANY (786)326-7574 CeII Phone Valuation: Total Sq Feet: $ 2,200.00 0 Type of Work: REPLACE GARAGE DOOR WITH NEW CLOPAY No of Openings: 1 Additional Info: Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.80 $2.00 $2.00 $0.60 $5.00 $110.00 $9.00 $2.40 $132.80 Pay Date Pay Type Invoice # WS-7-18-68380 08/23/2018 Check #: 5152 Amt Paid Amt Due $ 132.80 $ 0.00 Available Inspections: Review Building Review Building Review Building Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNE con AVIT: I certi foregoin• information is accurate and that all work will be done in compliance with all applicable laws regulating uthorize above -named contractor to do e work stated u orized Signat *Owner / Applicant / Contractor / Agent August 23, 2018 Date Building De - artment Copy August 23, 2018 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-309289 Permit Number VVS-7-18-2030 Scheduled Inspection Date: August 30, 2018 Inspector: Naranjo, Ismael Owner: TR.ACY, DWIGHT Job Address: 1270 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: GARAGE DOOR ETC COMPANY Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060144060 Phone: (786)326-7574 Building Dep rtrnent Comments REPLACE GARAGE DOOR WITH NEW CLOPAY DOOR infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction N - - .ed Re -Ins ion Fee 4o1466±"brzi-1,. sd3o6ided =.2 August 29, 2018 For nspectioas please ea • (305)762-4949 Page 17 of 40 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 t Master Permit No.k E - 2.colJ Sub Permit No. 'BUILDING ELECTRIC ROOFING ❑ REVISION EXTENSION RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS n CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / 2 70 /V /Gr 95 5-7?-ee-r City: Miami Shores County: Miami Dade Zip: 33/ 3 p Folio/Parcel#: / /-3,20 6 -6 / q -4/0 6,0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): I—lele n i �01:101,1 Q Address: Ake it_ Phone#: cc --7g—% —c 70/ City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 4 cal � Lt36r Eli.. Co/1f Phone#: 7g - 3}b — %S -7/ Address: P 0. ad)L a4 31JJ0 Pe'- coke_ Pin e s City: pe.,Lreee et,,,, State: FCC Zip: F 3eiii--Y Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: 0 OD 30 b DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 2 I an�r1� V , CO Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ri New g Repair/Replace n Demolition nn Description of Work: KtelaCn_ Qarasy. /� door ►•1 i111 re,,) CI I ae et, r Specify color of color thru tile: Submittal Fee $ CO ' 00 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ _ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) -...' 5'_ 1 � C Bonding Company s Name (if applicable) Bonding Company's Address r ' City State' Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City a' State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR#PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." • Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding'$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at e job site for the first inspection which occurs seven (7) days after the building permit is is s In the absen • of such post•, notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGE The foregoing instrument was acknowledged before me this �day q.) ,20 1 , who is personally known to me or who has produced 4 4 1 kC 1w as me or who has produced Sig The foregoing instrument was acknowledged before me this , by 20 day of U 20 16 , by identification and who did take an oath. S Print: Seal: identification and who did take an oath. NOTARY PUBLI Seal: so ally known to 1 r9.iQ.€6 ******************************** ***'******* ****************************ss*****s***********:************* APPROVED BY A3/)Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 7/26/2018 Property Search Application - Miami -Dade County t Summary Report Property Information Folio: 11-3206-014-4060 Property Address: 1270 NE 95 ST Miami Shores, FL 33138-2550 Owner DWIGHT L TRACY &W HELEN L Mailing Address 1270 NE 95 ST MIAMI SHORES, FL 33138-2550 PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 2 Living Units 1 Actual Area 3,203 Sq.Ft Living Area 2,128 Sq.Ft Adjusted Area 2,460 Sq.Ft Lot Size 12,500 Sq.Ft Year Built 1951 Assessment Information Year 2018 2017 2016 Land Value $450,495 $450,495 $462,210 Building Value $171,734 $171,761 $171,816 XF Value $33,151 $33,378 $33,831 Market Value $655,380 $655,634 $667,857 Assessed Value $262,880 $257,474 $252,179 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $392,500 $398,160 $415,678 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 5 & LOT 6 & E1/2 OF LOT BLK 85 LOT SIZE IRREGULAR OR 16340-4684 0494 5 Generated On : 7/26/2018 Taxable Value Information I 2018 20171 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $212,880 $207,474 $202,179 School Board Exemption Value $25,000' $25,000 $25,000 Taxable Value $237,880 $232,474 $227,179 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $212,880 $207,474 $202,179 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $212,880 $207,474 $202,179 Sales Information Previous Sale Price OR Book- Page Qualification Description 04/01/1994 $0 16340- 4684 Sales which are disqualified as a result of examination of the deed 07/01/1989 $200,000 14202 4264 Sales which are qualified 05/01/1985 $150,000 12524- 2648 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: A cut above the rest Garage --�. oor ETC. Comp. Pursuing thcs Amorlcan droam 786 74 7/25/2018 State of Florida County of Dade Before me this day personally appears Dionisio A. Fernandez who, being duly sworn, deposes and says: That he or she will be the o ly person wor g on the project located at: 1270 N.E. 95 Th. Street ores, FI.33138 2Q bscribed-before me this . Day of . Posvc MAHARAI K. GONZALEZ - MY COMMISSION # GG 044602 EXPIRES: November 2, 2020 FoF v Bonded Thru Notary Public Underwriters r�r ten` L(2018,by! lonS0 ftr hOn�Z Personally known Or produced identification Type of identification produced I (1 Print, type or stamp name of notary Notice to Owner — Workers' Com p Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: I. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: State of Florida County of Miami -Dade The foregoing was acknowledge before me this By `\nU\ WA CA 1R_, Notafr- \\4104.,y SEAL: day of who is personally known to me or has produced as identification. =ot;s+;?G; MAHARAI K. GONZALEZ ,�,1 : MY COMMISSION'# GG 044602 ' 0P1 EXPIRES: November 2, 2020 ;r��P • -••FOF Fs,?.•• Bonded Thru Notary Public Underwriters CT B Construction. Trades ualifying Board BUSINESS CERTIFICATE OF COMPETENCY 8BS00306 GARAGE DOOR ETC COMPANY D.B.A.: ANDEZ DIONISIO A Is certified under the provisions of Chapter 10 of iami-Dade County QUALIFYING TRADE(S) 0022 GARAGE & INDUS DOOR Juliana H.ry Salasof P.E. �/ Secretary of the Board D�J Miami -Dade County retains all property rights herein. M® www.miamidade.goNeconomy Local Busi ness Tax Recei pt M iami-Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 6260731 BUSINESS NAM E/LOCATION GARAGE DOOR ETC COMPANY 8861 NW 111 TER HIALEAH GARDENS, FL 33018 OWNER GARAGE DOOR ETC COMPANY CIO DIONISIO FERNANDEZ Worker(s) 1 M®n RECEIPT NO. RENEWAL 6525423 EXPIRES SEPTEMBER 30, 2018 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 SEC. TYPE OF BUSINESS 196 SPECIALTY BUILDING CONTRACTOR 08BS00306 PAYM ENT RECEIVED BY TAX COLLECTOR 49.50 10/24/2017 0224-18-000358 This Local Business Tax Receipt only con"rms payment of the Local Business Tax. The Receipt is not a license, perrrit, or a certi "cation of the holder's qual i "cations, to do business. Holder Host comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. The RB✓9 Pi NO. above must be displayed on all commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www.miamidade.gov/taxcdlector Municipal Contractor's Tax Receipt Miami -Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY CC NO: 08B900306 BUSINESS NAM E/LOCATION GARAGE DOOR ETC COMPANY 8861 NW 111 TER HIALEAH GARDENS, FL 33018 OWNER GARAGE DOOR ETC COMPANY CIO DIONISIO FERNANDEZ MIAM RECEIPT NO. 7519900 EXPIRES SEPTEMBER 30, 2018 TYPE OF BUSINESS SPECIALTY BUILDING CONTRACTOR Pursuant to County Code Sec 10-24 PAYM ENT RECEIVED BY TAX COLLECTOR 175.00 10/ 24/ 2017 0224-18-000358 This receipt is not valid in the follow ing Municipalities: Aventura, Doral, hi al eah, Key Biscayne, Miami Gardens, Miami Lakes, Palmetto Bay, Ftnecrest, Sunny Isles Beach, Town of (Mier Bay. For more information, visit www.miarndade.gov/taxcdlector JIMMY PATRONIS CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 10/19/2016 PERSON: DIONISIO A FERNANDEZ FEIN: 020735372 BUSINESS NAME AND ADDRESS: GARAGE DOOR ETC COMPANY 3421 EAST SHORE ROAD HOLLYWOOD, FL 33023 SCOPE OF BUSINESS OR TRADE: EXPIRATION DATE: 10/19/2018 EMAIL: GARAGEDOORETC1 @GMAIL.COM Manufactured, Modular or Door and Window Installation Fence Installation and Repair - Prefabricated Home Setup, ❑ AU Types 0 Residential and Metal, Vinyl, Wood or Hookup, or Installation At Commercial Prefabricated Concrete Panel Building Site Fence Installed By Hand IMPORTANT: Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS? (850)413-1609 ESIGN PRESSURE CHART GE DOOR SeE7 FLORIDA LOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING 15 ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAC' FACTORS OR REDUCTIONS ARE ALLOWED. NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST UKELY NOT REQUIRE THE OPEN;VIG TC BE CCMPLFTELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWeet NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST POOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE ft E _SAME DESIGN PRESSURE AS A 16'xB' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE. WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT UP TO 15' 16' 17' 18' 19' 20' +35.8, -44.9W 21' +36.1, -45.3 Ili 8'x7' +33.8, -42.4 +34.2, -42.9 +34.6, -43.4 +35.0, -43.9 +35.4, -44.4 8'X8' +33.4, -41,7 +33.5, -41.8 +33.8, -42.2 +33.9, -42.3 +34.2, -42.7 +34.3, -42.8 +34.6, -43.2 +34.7, -43.3 +35.0, -43.7 +35.1, -43.8 +35.4, -44.2 +35.4, -44.3 +35.7,_-44.6 +35.8, -44.7 u5 c. z u.l O 9'x7' 9'x8' +33.1, -41.2 +33.5, -41.6 +33.9, -42.1 +34.3, -42.6 +34.7, -43.1 +35.1, -43.6 +35.4, -44.0 +34.2, -41.6 +33.9, -40.9 +33.9, -41.0 16'x7' +32:1, -39.0 +32,4, -39.4 +32.1, -38.8 +32.8, -39.9 +32.5, -39.2 +33.2, -40.4 +32.8, -39.7 +33.6, -40.8 +33.2, -40.1 +33.9, -41.3 +3.3.6, -40.6 +33.6, -40.7 16'x8' +31,7, -38.3 18'x7' +31.8, -38.4 +32.1, -38.8 +32.5, -39,3' +32.9, -39.8 +33,3, -40.2 18'x8' +31.4, -37.7 +31.8, -38.2 +32.2, -38.6 +32.5, -39.1 +32.9, -39.5 +33.3, -40.0 +33.6, -40.3 WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT 22' 23' 24' - 25' w N (7) 0 8'x7' +36.4, -45.7 +36.7, -46.1 +37.0, -46.5 +37.3, -46.9 8'x8' +36.0, -45.0 +36.4, -45.4 +36.7, -45,8 +37.0, -46.2 9'x7' +36.1, -45,1 +36.4, -45.5 +36.7, -45,9 +37,0, -46.3 9'x8` +35.7, -44.4 +34.5, -42.0 +36.0, -44,7 +34.8, -42.4 +36.3, -45.1 +35.2., -42.7 +36.7, -45,5 +35.5, -43.1 16'x7' a O 16'x8' +34.2, -41.3 +34.2, -41,4 +34.5, -41.7 +34.5, -41.7 +34.8, -42.0 +34.8, -42.1 +35.1, -42,4 +35.1, -42.5 18'x7' 18'x8' +33.9, -40.7 +34.2, -41.0 +34.5, -41.4 +34.8, -41.7 THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES. Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. 63286 File: BROWARD CO WORST CASE 5thEd ROO [RETROFIT] .,,c�GO�'`C.E N STO ,',`. R *:= No 63286 • . ^. :▪ *-- * • . - :.-fl: ;a' I. S): ; STATE OF . w; o • Florida Building Code Garage Door Windload Design Pressures Report # DPR-180814-C-01 Page 1 of 2 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 7-10), Section 1620 for "components and cladding" (Exposure C), 175 mph ultimate wind speed for Dade County. Address: Lele Tracy 1270 NE 95 St Miami Shores, FL 33138, Dade County Garage Opening Size: 16' 0" x 6' 0" Mean Roof Height: 25' 0" Measured Minimum Building Dimension: 43' 0" Measurement of Nearest Garage Door Opening to Building Corner: 4' 0" • • • • •• . •••• •• • • .• • •• • •••••• .• • Roof Slope: Not provided (uM•hrbtter than 40 degrees) •••• •• • . .•. •••• • •• • • •• •• • • •• • • • • • • • ••••• • • • .• •• • Positive Design Load: +38.4 PSF (see page 2) Negative Design Load: -42.3 PSF pager • •• • •• • • • • •••••• • •• •••••• • . The following Clopay Building Products Company Doors meet the requirements for the stated load's • Clopay Model 84A/94/98/4FW8T, 16'2" x 6'0", Approval # 17-1016.14, Dwg # 104754, Windload Capacity: +46/-50 PSF. Clopay Model 4400/4401/4300/HDG/4301/HDGF/4310/HDGLW8T, 16'2" x 6'0", Approval # 17-1016.17, Dwg # 104736, Windload Capacity: +46/-52 PSF. 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 6th Ed Florida Building Code (2017) for windborne debris in high velocity hurricane zones. Design Loads are in accordance with Allowable Stress Design load combinations. No further load reduction factors are permitted. The related calculations do not address the jambs or structural adequacy of 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. RECEIVED AUG 2 3 2018 Scott Hamilton, Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770- 4800 8/14/2018 Florida Building Code Garage Door Windload Design Pressures Report # DPR-180814-C-01 Page 2 of 2 - Retrofit Calculations for the Designated Door for Lele Tracy NOA and Site Specifics and Components 1. Dade County, coastal region, flat terrain, no escarpment. 2. Existing building, enclosed structure, Exposure C (FBC 1620). 3. Mean Roof Height = 25' 0" 4. Building plan and front elevation indicating the designated retrofit door opening: Plan Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN 1. Ultimate wind speed, V_ult = 175 mph, at sea level (Fig. 26.5-1), Kd = 0.85 (Table 26.6.1). 2. Nominal wind speed, V_asd = 135.5 mph (Table 1609.3.1). • 3. Exposure category = Exposure C; velocity pressure coefficient Kz = 0.95 for 25' 0" mean roof height • • •• • • (Table 27.3-1). • • • • • •• • • • 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8). • • • 5. Enclosure classification is "enclosed building" (Section 26.10). 6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11-1). 7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for components and cladding and therefore garage doors. The first external pressure coefficient is for positive pressure and the other two coefficients for negative pressures. One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is the wall region in the corner of the building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof height), whichever is smaller, but not less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtracting Zone 5. See Figure 30.4-1. • • • •• • • • • • •• • • • • • • •• • • • • • .. For the subject building, the Zone 5 region is defined as 10% of the minimum building dimension, or (0.10)*(43'0") = 4.3 ft. Since the garage door opening is located 4' 0" from the corner, this means that 0.3 ft. of the door is within Zone 5, and 15.7 ft. of the door is within Zone 4. The area 'A' of the subject garage door is per the definition of 'Effective wind area' in Section 26.2 of SEI/ASCE 7-10 ('For components and cladding, the effective wind area is the span length multiplied by an effective width that need not be less than one- third the span length'). In other words: (Door Width)(Door Width/3) = The area 'A' = 85.33 sq. ft. +GCp = 1.1766 - 0.1766*log(A) = 0.8356. -GCp (zone 4) = -1.2766 + 0.1766*log(A) =-0.9356. -GCp (zone 5) = -1.7532 + 0.3532*log(A) =-1.0711. 8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in Ib/ft2 (psf) per Section 30.3.2. qz =(0.00256)*(0.945264669077191)*(1)*(0.85)*(135.5^2)= 37.77 PSF 9. Design pressure, p = qz*(GCp - GCpi). Positive design pressure: p = (37.77)*(0.8356 + 0.18) = 38.35 PSF. Negative design pressure for Zone 4: p = (37.77)*(-0.9356 - 0.18) = -42.13 PSF. Negative design pressure for Zone 5: p = (37.77) (-1.0711 - 0.18) = -47.25 PSF. ostt.c-c HAA4/, Since 98% of the door is in Zone 4, and 2% of the door is in Zone 5, the weighted average is: 7 ' coGO •`"E N S• � pay •�� (-42.13)*(98%) + (-47.25)*(2%) = -42.23 PSF. • • • • • • • ••• .... •• • •• • • • • • • • ••• • •••• • • • • • • Elevation • • •• •• • • • • Rounding up to the nearest tenth, the final design loads are: +38.4 PSF and -42. 'SF. / ,� *� `�� 63286 * 0'.. ESTATE OF .: J Scott Hamilton, P. V Florida P.E. License No. 63286 8585 Duke Blvd. Mason, OH 45040 (513) 770-4800 8/14/2018 S, • - .1)--'<o(1,6\ • ••• • • • • • • • • • • • • • • vifsl • •• • ,.. • • . ••• • • • • • • • • • •••• • • •••• •• • •• • • • • • • ••• • • • • ••• ••• • • • • •• •• • • • • • • • • • • • • • • • • • • ••• • - . • . •.• •• rt • • • • • • ‘971 3 a) i CZ Quote -�� A cut above the rest Garaae Door ETC. ComInvoice . Pursuingthe Amen ream 0 Contract 786-3.26-7574 1 PO Box 245310 Pembroke Pines, Florida 33024 Licensed & insured CC# 08BS00306 Lela Tracy 1270 NE 95th Street Miami Shores, FL 33138 305 962 1524 LeleTracy@bellsouth.net SALESPERSON JOB LOCATION FORM OF PAYMENT DATE i Dion Miami Shores 7/12/2018 QTY DESCRIPTION UNIT PRICE LINE TOTAL Furnish and install a clopay intelicore model# 9203 insulated low headroom and rear mount springs Garage door. Replacement of molding and caulking. Bring wood jams up to code and set an aluminum angle to set door 6" of the ground and door can cusmeticly view properly from the out side also keeping rain water away from the inside of the garege. Remove old door and all hardware, to be disposed off. One year warranty on parts and labor. . • • . • .. • ' •... • • •...• . • .• .• • • . • • . • . • .. • • • Si•200.00 • • • • • • • • .•. • • • • • • .•• • • . . . . .. .. .•. • • • .•• . •.. .• • • 1•• . . 1•• .• . . • . . SUBTOTAL SALES TAX TOTAL O.O% Terms and Conditions • ... • • • • • .. . • . .. Fifty percent (50%) deposit upon placing an order. Forty percent (40%) upon fabrication or commencement work. Ten percent (10%) upon completion. Materials are to be guaranteed as specified. All work to be completed In a workmanlike manner according to standard practices. Any alteration or deviation from above specifications involving extra cost will be executed only upon written orders and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. This proposal is subject to be accepted within thirty (30) days and void thereafter. In the event the services of an attorney are required to collect payment of the price, purchaser agrees to pay reasonable attorney's fees for those services rendered to the seller in the collection of the sum. This invoice is subject to a late charge of 1 1 /2 % per month on all amounts not paid within ten (10) days of request. In addition to this proposal, customer is advised by us within three (3) business days, customer Is therefore accepting custom made metalwork and any custom made work as having no punch list requirements. No verbal punch list will be accepted. Any repairs to damages caused by other parties to custom made metalwork and none custom work after delivery will involve an additional cost over and above the estimate. The seller retains title to the merchandise above described until the purchaser has paid in full the purchase price therefore. Customer is advised that the due to the intricacies of custom made metalwork and all custom work; all monies are non-refundable. The purchase has read the above and agrees to the above obligations as part of the conditions of the purchase. Acceptance of proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified; payment will be made as outlined above. Date of acceptance Print Signature . DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) NIIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 315.2599 www.miam idade.0ov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations goveming the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to 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: 2" EPS Insulated W6 DP38 Steel Sectional Garage Door up to 16'-2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 104724, titled "2" EPS Insulated Doors", sheets 1 through 3 of 3, dated 10/12/2012, with revision 6 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent Label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate hnpact rated if applicable, installation instruction drawing • •• • • reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade • • • County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in • the applicable building code negatively affecting the performance of this product. • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the • • • • • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of • • * • • • this NOA shall be cause for termination and removal of NOA. • • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by th , expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be don • • • in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shalt • • • be available for inspection at the job site at the request of the Building Official. • • • This NOA renews and revises NOA #15-0225.14 and consists of this page 1 and evidence pages E-1 and E- 2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI-DADE COUNTY APPROVED NOA No 17-0920.03 Expiration Date: December 27, 2022 Approval Date: December 7, 2017 Page 1 • • • • • • • • • • • • • • • • •• • • • • . • •• •• • • • • • • •• • • • • • • • • Clopay Buildine Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOAs A. DRAWINGS "Submitted under NOA # 15-0225.14" 1. Drawing No. 104724, titled "2" EPS Insulated Doors", sheets 1 through 3 of 3, dated 10/12/2012, with revision 05 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 13-0402.03" 1. Addendum to Test Report No. ATLNC 0801.01-12, dated 02/0612013, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12-1022.03" 2. Test reports on I) 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 16'2"x 8', 27ga steel garage door Model 4300 with windows, prepared by American Test Lab, Inc., Test Report No. ATLNC 0801.01-12, dated 08/15/2012, signed and sealed by David W. Johnson, P.E. 3. Test report on Salt Spray per ASTM B l 17 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 30160-04-63365, dated 01/26/2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submitted under NOA # 12-1022.03" 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 12/10/2012, • • • • signed and sealed by Scott Hamilton, P.E. • • • • • • • • • • • D. QUALITY ASSURANCE • • 1. Miami -Dade Department of Regulatory and Economic Resources (RER) • • • E. MATERIAL CERTIFICATIONS • • • • • • . • • • ; 1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Plastics, US LLC for their • • • • • • • • Lexan Polycarbonate Sheet Products, approved on 12/10/2015, expiring on 07/17/2018. • • • • 2. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS, Test Repot;.• . - • • No. 3082960-500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005, signeil • by Javier Trevino. • • • . . 3. Test report on Ignition Properties of Plastics per ASTM D1929 of Type I EPS, Test Report • • • No. 3082959-500, prepared by Intertek Testing Services, NA, Inc., dated 09/16/2005, signed - • . by C. Anthony Pehaloza. • • • • ••• • • - •• • rt 3ofsOil arlos Utrera, F.E. Product Control Examiner NOA No 17-0920.03 Expiration Date: December 27, 2022 Approval Date: December 7, 2017 E-1 'Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS "Submitted under NOA # 15-0225.14" 1. Statement letter of code conformance with the 2010 and the 5th edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA # 12-1022.03" 2. Statement letters of code conformance to 2010 FBC and of no financial interest, issued by Clopay Building Products Company, dated 10/30/2012, signed and sealed by Scott Hamilton, A.E. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104724, titled "2" EPS Insulated Doors", sheets 1 through 3 of 3, dated 10/12/2012, with revision 6 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. •••• • • • •• ..•• • • • ••• • • • • • • • •• • STATEMENTS • • • • • • 1. Statement letter of code conformance to 56 Edition (2014) and 6th Edition (2017) FBC • • • • issued by Clopay Building Products Company, dated 09/06/2017, signed and sealed by Scott Hamilton, P.E. • • . • 2. Statement letter of no financial interest issued by Clopay Building Products Company, • dated 09/06/2017, signed and sealed by Scott Hamilton, P.E. • • • • • • •• • // /3o/jt0t7 Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-0920.03 Expiration Date: December 27, 2022 Approval Date: December 7, 2017 E-2 • • • • • •• •• • • • • • • • •• • • • • • • • 4 3 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL HOLMES 66, 66G, 6200 68. 6201 67, 67G, 6203 DEAL SP200 SF200 SE200 z F (1) 20 GA BACKER PLATE BETWEEN EACH EMBOSS LOCATION THAT CONTAINS A CENTER HINGE. ATTACHED WITH DOUBLE SIDED ACRYLIC ADHESIVE TO BACK OF DOOR. T- A SHEET, 1 OF 3 REVISIONS REV. N0. ZONE: DATE: ECN N0. APPVD: 05 7/2017 SH DESCRIPTION UPDATED CODE COMPUANCE STATEMENT TO ADD 6PH EDITION FBA. OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. MAX. GLAZING SIZE IS 18-1/2" x 11'. GLAZING IS INJECTION MOLDED GE LEXAN Si X2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. SEE SECTION B-B FOR ASSEMBLY DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) m C W r NI 1 u n 'ram' T u J n ___ _ n 1 1 001I'�0 /f 4o /�/ /0 �0 ��0 — — —U� 3 --a .. _� 1.. 5---_71 -� - =_77i F-= _7 F. - _7, iF_ N iF-� i--- II. II I I I --- II II I. 9, II 111 11 II II 11` J 1 I 11 JI 111 �11w' j iI � a L___3 11=-'t� �_ mom__=� r 11``t 3C W U U n n l u l n u U u ___ 1L-=—�1 I -�-AI IF_-�== i f =31 IL- ===i t=--7=4.1 1�=-==- L_--.— A OPTIONAL OUTSIDE KEYED LOCK POSRION DOOR HEIGHT k OF SECTIONS UP TO 7'0' 4 7'3' TO 8'9' 5 9'0' T0. 10'6' 6 10'9' TO 12'3' 7 12'6' TO 14'0' 8 14'3' TO 15'9' 9 16'0' 10 MAX SECTION HEIGHT, 21' .............. `,tttt ...1 AtL1''T ,2''i c ' GENE ;'ij'Sri L No 6328 S. -o .s�c /r7 ; Ec ' 9 STATE OF : �� Op1O\�tttttttttttttttt DESIGN ENGINEER, SCOTT HAMILTON, P.E. FLORIDA UCENSE No, 63286 4 16 GA. DOUBLE END STILES. MAY BE NOTCHED FOR UTES. VIEW •8' (SEE SHEET TWO). VIEW "C" SEE SHEET 'TWO). TWO POINT LOCKING INTO TRACK. (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. MAX. DOOR WIDTH - 16' 2' (1) 3-IN ROLLER CARRIER (P/N INSIDF 11 F VA IIYJS 0120394) USED WITH 3" TRACK. CATION OF OPTIONAL V� . TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. VENTS SHALL BE IN ACCORDANCE WITH CLOPAY DRAWING 101845. SECTION B—B (IMPACT —RESISTANT GLAZING OPTION) '•10EINL '0' DETAIL OPTIONAL DECORATIVE j SNAP -IN NSER±.• IMPACT RESISTANT ONE-PIECE INJECTION MOLDED GE LEXAN SLX2437T FRONT FRAME & GLAZING. V,v> MULTIPURPOSE HIGH BOND TAPE (BETWEEN FRAME AND FACADE). DECORATTVE FRONT FACADE. SUCLY4E SFAI ANT BETWEEN STEEL SKIN ANC RASE). -POLYSTYRENE REIINER FASTEN") le F1 • • (10) 18 K 3/4' 41.414 HEAD MA TWEE • • • • • • • • •• ••• •• • • • • • • • •• • •. • •• • • •• • • .• • • . • •• • • ••. END STILE. IMPACT —RESISTANT CQ11STRUCTION: SOLE DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME ANO GLAZING IS GE LOCAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE ENITRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INiLIINATIONAL SUILDIIG CODE AND 1S LARGE- AND SMALL -MISSILE IMPACT RESISTANT. GLAZING SHOWN 11 TOP SECTION. „ .• ir 00 00 00 00 1 J 7 J -__.JI 11 u 11 I, ii el ll 11 fi B ---3i IS. F 1' =_--iI i t_=-= �-_'_� ii Its - _i �___=_ii �'�-'ii =_ 5 �=--_ ��n11 I1 ? — =_?, 5•== Il 11 I`I jl ==.fi U u ir— _ n` f== - f---- 11 I II II II it J 11 11 SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR INSIDE SLIDE BOLT t OCK OPTION PRODUCT REVISED DompIying with the Florida iding Gods NOA-No. 17-0920.03 t,lrat1on 12127/2022 •gam • • • . • 4.▪ • •. ••. . • • • ••• • • • . •. •• •. • . • • . • •••• •• •• •. '• • • • •. • •. • • • • • •• •• • . • •• •. 000 • . • 04141 • • 2 OUTSIDE KEYED HANDLE. SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP BATCH ON EACH SIDE OF DOOR. END SOLE. INSIDE HANDLE OUTSIDE KEYED LOCK WITH SNAP 1 ATCH LOCK OPTION, THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2010 MC. THE FIFTH EDITION FBC, AND THE SIXTH EDITION FBC. OUTSIDE HANDLE. END STILE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYFD LOCK WITH LOCK BAR LOCKING. 2ESIGN LOADS: +38.0 P.S.F. & -42.0 P.S.F. - rd _ ▪ Cho ay 8565 Dune Boul5040 SA 4 Wes; DH 15040 USt T. No. 513-770-r800 ad* Reds* Rs No. 513-T70-4853 Unless Stated Otherwise TOLERANCES ore .0 - 6.031 .00 - t.015 .000 - ±.005 .0000 - 6.001 Degrees - *1/2' Unless Stated Otherwise csuoisms ARE N INCHES. PART NO.: N/A VT115 0AB RATING W6 DP38 DESCRIPTION: 2" EPS INSULATED DOORS (SEE TABLE FOR MODELS) DRAWN BY: SH CHECKED BY: SH DATE: 10/12/121SHEET 1 OF 3 uD DATE: 9/28/12 SCALE: sirs DWG. NO.: 104724., VER: 1 DWG. Del SIZE lJ A A 4 3 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, HDGL HDLMES 66, 66G, 6200 68, 6201 67, 67G, 6203 IDEAL SP200 SF200 SE200 r(NHOi7ZONTAL (TOP) „AMR O LWJD FROM DOOR) FASTEI4ER TYPE MAX. 0.0 2x6 VERTICAL JAMB SHEET 2 OF 3 REVISIONS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION JAMB TO SUPPORTING STRUCTURF ATTACHMENT 1. ALL THE LOAD FROM THE DOOR IS D TO THE TRACK AND THEN THE 2x6 VERTICAL SYP (GRADE /2 TRANSFERORBETTERR) JAMBS. NO LOAD FROM THEFROM DDOOR SE TRACK TO TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 TB & -336 LB. PDR UNEM FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNIORSUNK TO PRONOE A FLUSH MOUNTING SURFACE. 4. A 1/3 STRESS INCREASE FOR IMMO LOAD WAS TI M USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. WOOD FRAME BUILDINC1 STUD WALLS OF DOOR OPENING SHALL BE FAMED 5000 SY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FNER STRESS IN BEhIDINO (Fb) FOR DOORS UP TO 8'0' HIGH OR (4) 2x6 PRESSURE TREATED SYP (GRACE /2 0R BETTER) WOOD STUDS OF A S+NtsS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 16'0" HIGH. STUD WALLS 10 BE CONTINUOUS FROM FOOTING TO RE BAAMS. BLOCK WALL CR CONCRETE 2x6 SYP (GRADE #2 OR BETTER) W000 JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL. CELLS SHALL 5E FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTNG AND INTO TIE BEAMS. ALL SIRS SHALL 8E CONONUOUS FROM THE TIE BEANS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO 80 DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCOR00NC WITH ME FLORIDA BUILDING CODE. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT i TO BE USED FOR ATCACNMEM OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE, BUILONG TYPE FASTENER TYPE MAXIMUM ON -CENTER DISTANCE BETWEEN FASTENERS' Sftr1 WASHERS REQUIRED? BLOCK WALL x 171/4" MIN. DARED APC N CONj�E7E ANCHOR 7-1 1' 0.D. 3000 P51 MML CONCRETE ,T27 x 1 MIN. DARED TAPCON CONCRETE ANCHOR 8-1/4' 1' 0.0. 2000 P51 MTN, CONCREE ' X 1-3/4' MIN. EMBED WEJ-R 0IKR 11TE SLEEVE ANCHOR 16-1/Y EDp _ININCLbUDQE 4000 PSI MN. CONCRETE " MIN. DARED WEJ-IT R 111E SLEEVE ANCHOR 3/8' X 1-3/4MICRIt 74" 'PI6D. 1 O.u. WOOD FRAME (SYP 0 55 SG' 1/2' a' LAG SCR VI . 01M A307 GRADE A) 1-5/8'_E14BED INTO STRUCTURE 1 17-3/4' • FIRST (BOTTOM) ANCHOR STARTING AT N0 MORE THAN RAL.F OF THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. C.OPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS. ems' 0�jlHAM,lll CT',,i *: No 62 :*: 1-3 • STATE OF : (U illlllllllllllllll DESIGN ENGINEER• SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 632136 4 PRODUCT REVISED a• complying with the Florida Building Cod• NOA-Flo. 17-0920.03 Expiration 12/27/2022 By M , Product Control /14x5/8" SHEET METAL SCREWS 1/4"x3/4' SELF TAPPING SCREWS. 14 GA. CVO MINCES • • • •)8 49A. (l) INTERMEDIATE HINGE VIEW C6 SEE REVISION HISTORY ON SHEET ONE 1.95' THICK. 1 jl DENSITY EXPANDED POLYSITNENE FOAM INSULATION LAMINATED TO BOTH EXTERIOR AND INTERIOR SKINS. FOAM MANUFACTURED BY PREMIER INDUSTRIES, INC.' OR FALCON FOAM. TONGUE AND GROOVE JOINTS. 4 Lr�J VIEW "Cr 4` TALL TAPER STRUT. 0.057" MIN. GALV. Si1a4 50 K51. MIN. 27 GA (0.016' MIN.) EXTERIOR STEEL SKIN (MIN. YIELD STRENGTH: 45 KSI, DRAWING QUALITY) WITH G-40 MIN. GALV. BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. • • • • • • • •• ••• •• • • • •• • •••�• ••• •• •. • •• f7 • • • • • • •• • • • • • •• • • • ••• ••• • • • • • •• • ••• ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2 SILICONE FILLED CHANNEL SEPARATES FRONT AND BACK SKIN OF DOOR. (1) 12 GA. GALV. STEEL' TOP ROLLER BRACKETS (2-1/2" x 5-3/8"). EACH BRACKET ATTACHED w/(4) #14x5/8' SHEET METAL SCREWS. ADJUSTABLE SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4'xl/2" BOLTS AND NUTS PER BRACKET. 27 GA. (0.015' MIN.) INTERIOR STEEL SKIN (DRAWING QUALITY) WITH G-40 MIN. GALV., BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. " 14 GA. GALV. ROLLER 147NGE. EACH HINGE FASTENED TO END STILES WITH (4) #14x5/8" SHEET. METAL AND (2) 1/4"x3/4" SELF TAPPING' SCREWS. SEE VIEW 'B". ONE 4" T-STRUT PER SEC7I0N. (SEE VIEW "D") EACH T-STRUT ATTACHED AT EACH HINGE LOCATION WITH (2) 1/4"x3/4" SELF TAPPING SCREWS. 13 GA. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) ¢1.4x5/8" SHEET METAL SCREWS. ALUMINUM EXTRUSION h VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) pESIGN LOADS: +35.0 Unless Meted Otherwise TOLERANCES -. .0 - i.031 .00 - S.015 .000 - 4.805 0000 - i.001 Degree. - 01/2' linkers Stulsd Otheni.• DIMENSIMS APE M INCHES. P.S.F. E( -42.0 P.S,F. _ r8585 Duke rd llaPayTd.NoO5013-70-4U Bui6n9 RA,d. CePp8 FsNo. 513-770-4853 PART NO.: N/A VINDLOAD RATING W6 DP38 DESCRIPTION: 2" EPS INSUN.ATED DOORS (SEE TABLE FOR MODELS) DRAWN BY: SH CHECKED BY: SH DWG. NO.: 104724 DATE: 9/28/12 DATE: 10/12/12 1 SCALE_ NTS .DWG_ R SHEET 2 OF 3 .SIZE VER: MD I � A 4 3 2 1 MODELS 24 GA SHORT 27 GA SHORT 27 GA FLUSH 27 GA LONG CLOPAY 4400, 4401 4300, HDG 4301, HDGF 4310, H3GI_ HOLMES 66, 66G, 6200 68, 6201 67, 67G, 6203 IDEAL SP200 SF200 SE200 2" TRACK CONFIGURATION DOORS UP TO 800 LBS. 8 CI 2 ROTE; TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT .AFFECT THE WIND LOAD RATING OF THIS DOOR. DOOR COUNTERBALANCE Srwit.4 13 GA GALV. STEE7. FLAG E6RACKET ATTACHED TO JAMS WITH (3) 5/16' X 1-5/8' LAG SCREWS AND TO TRACK WRH (2) 1/4' RNEIS. AS ROD: SPACING LATE 14' 0.C. 63" 2' CALV. STEEL TRACK. TRACK THICKNESS: 0.083.. TYP. 2-1/2' X 12 GA G.N.V. STEEL TRACK BRACKETS. ATTACHED TO JAMB WITH (1) 24' 5/16' X 1-5/8" LAC SCREW PER TRACK BRACKET. 10' 3-1/2' HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUM. UMW*Ili WORM Fri WEN nil Sri iI7i51110511 ii1L*.16FZSi [OW WEN igril EFIENIEEFli rgenurria i@i17iiLi7i mew rend riFil MEN l MEW MTh SHEET, 3 OF 3 REVISIONS REV. NO.( ZONE: 06 1 - ,IAMB CONFIGURATION DOORS UP TO ROO IRS, DATE: 1' DOOR OVERLAP (EACH SIDE) 2x6 SYP W000 JAMS. SEE 3' MIN. '.LAMB PREPARATION Non". 2-1/2' X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6' X 1-5/8' LAG SCREWS NOT TO EXCEED 14' ON -CENTER. MIN. OF (8) LAG SCREWS REQUIRED PER JAMS. 2' GALV. STEEL TRACK FASTENED TO 12 CA GALV STEEL TRACK BRACKE WITH EITHER (2) 1/4' LXA RNETS ORT 1-2' DIA 7-1/2" LONG STELA. 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE (1) 1/4' X 5/6" BOLT 4 NUT PER SECTION C-C TRACK BRACKET . PREPARATION OF JAMBS BY OTHERS ECM N0. APPVD: DESCRIPTION - . SEE REVISION HISTORY CN SHEET ONE. PTIDNAL STOP MOULDING BY INSTALLER (TO SUIT). 15 GA GALV. 5120. DOUBLE -END -STILE FASTENED WTTH (1) /8 X 1/2' WAFER SCREW. END STILE 011.1.: 5-3/4 X 2-1/8' X 3/8'. 7J16" I.D. ROUND t6 GA GALV. STEEL CENTER HINGE PUSH NUT FASTENED R7 INTER. STILES W/(4) EACH FASTENER. t14x5/8" SHEET METAL SCREWS. 74 GA GALV. S1Ett ROLLER HINGES FASTENED TO EPA STILES W/(4) FA:±1 #144/8" SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE 3" TRACK CONFIGURATION DOORS 800 1BS AND OVER PRODUCT REVISED as szi h 9 with the Florida Buiding Code NOA-No. 17-0920.03 Expiration D 12/27/2022 SY mom DESIGN ENGINEER• SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 MOIL TRACK CONFIGURATION ABOVE THE DOOR OPEPNWC DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR CENTER HANG REOURED FOR 7-DOORS OVER 6' HIGH. 3" GALV. TAPERED STEEL TRACK AND ANGIE TRACK THICKNESS: 0.101". ANGLE THICKNESS: 0.08C". MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. VERTICAL/HORIZONTAL TRACK JUNCTION. TWO 1/4' BOLTS & NUTS FOR EACH TRACK ADDTIONAL MOUNTING SLOTS SPACED AT.,,12• CENTERS. r 1 I 1-12' ON CENTER 14' MAXIMUM SPACING PROM LAST MOUNTING' • SLOT TO TRACK JUNCTION L NE 31' TRACK BOLT AND NUT AT EACH MOUNTING SLOT LOCATION. idSdliiNINIIMIIM • Icy 1i ,IAMB CONFIGURATION D00RS 800 tBS AND OVER. HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (T0 soft). 1" DOOR OVE12AP (EACH 51DE) 216 SYP WOOD JAMB. SEE 'JNAS PREPARATION NOTE'. -;t LHR BRACKET (2-1/2' x 5-3/4' x 12CA) ATTACHE) WITH (2) 1/4' x 3/4' SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH 'OOIALE END ST2E' AS SHOWN IN ZONE 8-3 SHEET 1. HORIZONTAL •8 cams jam LOW HEADROOM OPTION (AVAIL FOR BOTH 2' AND 3' TRACK) STOP MOULDING BY DOOR INSTAEJ.ER (70 SIT). 16 GA GALV. STEEL DOUBLE -END -STILE FASTENED WITH (1) f6 X 1/2' WAFER SCREW. END STILE DIM.: 5-3/4 X 2-1/8" X 3/8'. 3-1/4' x 2-7/8" MIN. x 0.080' TAPERED ANGLE SEE LAG BOLT MOUNTING AT TRACK CONFIGURATION BELOW. 0.101' THICK 3" GALV. STEEL TRACK FASTENED TO TAPERED ANGLE TRACK ATTACHED TO TAPERED AN(Y.E WITH ONE 1/4'x5/8' BOLT & NUT AT EACH MOUNTING SLOT. • • .-r • • • •• • ONE S/16' x t-` 5..AC�,.e' SAC, A1•THEO/MSE • ES DISTANCAS jH§ -TRA9ft TV(I E•3-1/2' 10, 225, 347. • 46", ETC).'t VIAL LLL777 SCRE2•LOC11E0 AT S 6'.•28'!! - 40"-FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE VERTICAL/HORIZONTAL TRACK JUNCTION. 18 GA. GALV. STEEL. CENTER HINGE 7/16' L.D. POLINGFASTENEDINTER. TO STILES W/(4) EACH PUSH NUT 11445/8' SHEET METAL SCREWS. FASTENER.14 GA GALV. STEEL ROVER HdGES FASTENED TO END STILES W/(4) EACH j1445/S" SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE 3' DA. a-1/2" LONG STE14 BALL DEARNG STEEL ROLLER. 80C110N C-C PREPARATION 0= JAMBS PY OTHER%. DESIGN LOADS: +38.Q P.S.F. & -42.0 P.S.F. • • • . • ..• pm • Unless Stated Otherwise TOLERANCES,. .0 re 3.031 .00 - ±.015 .000 - ±.005 .0000 - ±.001 Degrees - 31/2' UrBAsa Stated ONerehs UMEN51033 ARE IN 0CHES. • ••. .•• . 3 • ••• ••••• . 2•. • . • • .• . . • • • • • •• . . .• • • •• • .• •• •.• •• • • •• • •• • • • • • • • ••• • • • • ••• . • • • •• • • • •• • . •• •.•. •• •• •• • •• • • •• • •• • • • • • •• •• • • • •• •• 000 • • • 000 • • 8585 nDuke . Boul erd 101 Ol dC513507700-4U853- 9ddq Pods f'e1 No. 513-770-4853 PART NO.: N/A WINDLDAD RATING W6 DP38 DESCRIPTION: 2" EPS INSULATED DOORS (SEE TABLE FOR MODELS) DRAWN BY: SH DATE: 9/28/12 SCALE: MS CHECKED BY: SH DATE: 10/12/12 SHEET 3 OF 3 DWG. SIZE DWG. NO.: 104724 1 VER: MD PR series U Model 9200, Snort Elegant Panel with Optional Colonial 509 Window Design Clopay® America's Favorite Garage Doors® core® insulation technology Premium Series garage doors featuring Intellicore® insulation technology represent the ultimate smart choice for homeowners. Clopay's Intellicore® is a proprietary polyurethane foam that is injected into our Premium Series doors, expanding to fill the entire structure. The result is a door with incredible strength and durability. Its dense insulation also produces a quieter door) and with osi of:• • • • • • the industry's leading R-values of 18.4, it provides year-round comfort and improveden erav efficiency.•• •• • •••• • • • • • • • •••• •• •• • • •• •• • • • • • • • • • • • • • • • • • • • • • •• • •• • • • • •• • WARMER Energy efficiency provides year-round comfort QUIETER ell Dense insulation reduces noise by up to 16 decibels 14, STRONGER Enhanced strength resists everyday wear and tear PR V Improve your home's appearance and energy efficiency with a Clopay Premium Series insulated garage door. Available with Intellicore® polyurethane or bonded polystyrene insulation in 2" or 1-3/8" thicknesses, Premium Series models offer exceptional insulating R-values, strength and security, as well as quiet operation and a beautiful appearance. Choose from two panel styles, Multiple €'o r:. . . . options and a wide range of decorative window options to create a door that fits your r)udget arod enhances your home's curb appeal. 3-LAYER CONSTRUCTION Weathertight tongue -and -groove section joints help seal out wind, rain and snow. Replaceable vinyl bottom weatherseal in a rust -resistant aluminum retainer helps seal out the elements. 2" thick polystyrene doors and all Intellicore® doors come standard with 10-ball nylon rollers and heavy-duty 14 gauge steel hinges. Patented Safe-T-Bracket® helps prevent serious injury that could occur if the bottom bracket were removed with the garage door closed and under tension. Prepainted white end stiles and interior steel backing create a clean, finished appearance. Inside/outside step plates and grip handles make doors easy and safe to operate. 2" thick polystyrene doors and all Intellicore® doors comply with 2015 IECC air infiltration requirement of 0.40 cfm/ft2 or less (IECC, Section C402.5.2). it 01. core. 2" 1-3/8" Polyurethane Models 9200 short panel 9203 long panel 9130 short panel 9133 long panel 1 core- .... .. . • . . . . . . . . .. . . • . • . • .. .. • • .. • • . .. . � . • . • • 2" 1-3/8" Bonded Polystyrene Models 4300 short panel 4310 long panel 4050 short panel 4053 long panel 'Calculated door section R-value is in accordance with DASMA IDS-163. 'Models with Ultra -Grata. and Black paint options are 25 gauge steel. Mini 11111111111 •• r si ►t•w-LL'ia'ttttt wWWWWWWWW AA AO al rtiMMISIBLI Model 9203, Long Elegant Panel with Optional Charleston 608 Window Design DETAIL Deep panel edging and natural embossed woodgrain texture improve appearance close-up and from the curb. Doors range from 6' to 16' high and 6'2" to 20' wide. Consult your Clopay Dealer for size options. W/NDCODE° Doors are available to meet most regional wind load requirements. Consult your local dealer for specific information. • • • • • • • • • • • • • • • • •• •• • • • a •• •• • • • • • • • • • • • •• • STYLE Elegant Short Complements homes with traditional styling. Models 9200, 9130, 4300 and 4050. Elegant Long v. Ideal for ranch style homes. Models 9203, ,133, 4310 and 4053. •• • • • • 4111 • • • • • • • • • • • • • • • Model 4050, Short Elegant Panel with Optional Colonial 509 Windows': COLORS Standard Vite Glacier White*t Desert Tan Chocolate Sandtone Almond Bronze Mocha Brown* Black* • • • • • •• • • •• • • • • •. • • Exterior steel on standard color doors has a natural woodgrain texture. • Doors can be painted to match the home's exterior using a high -quality latex exterior paint. Do not use oil -based paint. Due to the printing process, colors may vary See your Clopay Dealer for color samples. "Not available on Models 4050 and 4053. 'Popular in select markets, Glacier White is a brighter white. CUSTOM PAINT OPTION COLOR BLAST Color Blast® offers more than 1,500 Sherwin-Williams® color options to complement your home. Clopay's durable two-part paint system has been thoroughly tested and is backed by a five-year warranty. • • • • Hunter Green Gray ULTRA -GRAIN® PAINT OPTION Classic Medium Finish Due to the printing process, colors may vary. Not available on Models 4050 or 4053. Classic - erry Finish Classic Walnut Finish • • •• • •Y• • • • •• • ••• • • • • • • • • • • • • • • • •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • Painted steel surface simulates a real stained door without the need of staining and the ongoing maintenance of wood. • Woodgrain runs horizontal on stiles and vertical on panels for an authentic, natural look. • Available in Medium, Cherry or Walnut Classic finishes that complement Clopay Entry Doors, shutters and other exterior stained wood products. • Exterior steel surface on an Ultra -Grain® painted door has a stucco texture to create a more natural woodgrain appearance. Model 4300, Short Elegant Panel with Optional 0deans Wrought Iron Window Design; Shown in Ultra -Grain® Classic Cherry Finish • •• • • • • •• RUST -PREVENTION SYSTEM Steel skins are protected through a tough, layered coating system, including a hot -dipped galvanized layer, a protective metal oxide pretreatment and a baked - on primer and top coat. GREATER ENERGY EFFICIENCY Thermal break* separates the interior from the exterior skin to improve energy efficiency and comfort. 'Thermal break is not present on Models 4050 and 4053. • . WARANTIES �;,•'; A FOCUS ON ree • •• • • •• •• • Clopay is committed to designing, manufacturing and distributing garage doors that enhance the beauty, safety and value of your home while minimizing the impact on the environment. The Premium Series helps conserve natural resources by providing a durable, reliable, low -maintenance, energy efficient door with environmentally safe insulation. Steel doors and hardware are impervious to moisture and will not rot, warp or crack, and the steel used in Clopay's doors is made from over- 75% recycled content. All Clopay doors are made in the U.S., minimizing shipping, damage and handling. For more details on Clopay's green practices, visit our website at clopaydoor.com/green WINDOW OPTIONS Our windows add natural light to your garage while adding curb appeal to your home. All Clopay window frames are UV -protected and are color matched to our prefinished door colors. Window frames screw in from the inside for easy glass replacement or to change designs. ARCHITECTURAL SERIES WINDOWS These windows are from Clopay's Architectural Series, featuring a larger viewing area and are available on select models and heights. Short windows are 19-1/2" x 16" and long windows are 42" x 16". Available on These �f Models 9200* 9133 Plan Short Plain Long ARCH2 9203 4300* 9130* 4310 11 1111 ■ lila REC12 REC14 Vertical Grille on ARCH2 Vertical Grille on ARCH1 Kristin• Short ' )stin• Long 116 S022 S024 Grille on ARCH2 Grille on ARCH1 Clayto ' Short Clayton Long Windows are available single pane or insulated in clear, frosted, seeded, obscure and rain designs. Clear Frosted DECORAT':';:'' "" lDOWS aft ARCH1 r' 1 Trenton. Short Fs1s1:1s_i Trenton. Long Wrought Iron Short (Acrylic) Wrought Iron Long (Acrylic) eigri Wrought Iron ARCH (Acrylic) Clopay's decorative windows are created to complement many home styles. Short windows •re 19-1/2° x 12" and long windows oe v-1/2" x 12'! • • Available on These Models 9200* 4300* 9203 4310 Tuscany Short 9130* 4050* 9133 4053 �<.. Orleans Short Wrought Iron Series (Acrylic) Tuscany Long Orleans Long • •• • ••• • Leaded ; eries (Glass) • • • Trenton. Short Trenton. ong Carlisle. Short • •• • • Carlisle` Long • • • • • • e • • • • • .• •• • Kristin. Short Kristin° Long Roselle. Short Roselle. Long DECORATIVE INSERT SERIES WINDOWS • • • • •• •• • • • • • • • • UV -protected cellular plastic insert designs snap into either the i -ide or outside of the window frame for easy cleaning or to cda!lge designs. lefiNApre offered in single strength, double strength, acrylic, obscure or ' sulated glass. Short windows are 19-1/2" x 12" and long windows are 40-1/2" x•1IE". • Available on These Models 9200* 4300* 9203 4310 9130* 4050 9133 4053 Plain' 1111111 ■ Madison 611 so al s t, Plain Long, Cha-•ston 508 Charleston 608 Colonial 509 Stockton 612 NO MD Sunset 503' •', r,1e',17',18 Sunset 603' Madison Arch 613 icei"." fora Sunset 505' (1e',17 ,18' wan. only) Windows are available single pane or insulated in clear, frosted, obscure and rain designs. Clear acrylic also available. Short windows not available on long panel doors. 'Panel emboss may not align on long window with short panels. Some size limitations apply. Shown with clear glass. Acrylic and obscure glass optional. 'Sunset windows not available on Ultra -Grain° doors. Additional charges for optional glass apply. Acrylic windows require special cleaning. Never use products that contain ammonia or petroleum products to clean acrylic. Please visit clopaydoorcom/acrylic for complete details. Sunset 501' (8'. 9'. 12', 16', 17', 18' widths only) Sunset 502' (7', 7'8•, 12' wells only) a,•aWOW INN,. Sunset 504' 04', 16. ws'a• wams only) Clear Sunset 6051 Frosted Sunset 506' no%20. width. only) Visit clopay.com or call 1-800-2CLOPAY (800-225-6729) for more information on Clopay, 111C noirAmerica's Favorite Garage Doors. Follow us on n as el a a MADE IN USA Obscure Prairie 510 Prairie E310 Sunset 601 Rain • • - • • • • •• • • • • • 02018 Clopay Building Products Company, Inc., a Griffon company. RSDR-PREM3LAVERSS-13_REV031 8 ;. • • ••. • • • • . • • WORST CASE DESIGN PRESSURE CHARt • • ••• •• •• • • • • • • • • • • • • • • •• • • ••• RETROFIT GARAGE DOOR 175 `.MPH EXPOS.. DADE CO., FLORIDA • • • •,. • ••. THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: • • • • •• %•• ' • • • BUILDING PRODUCTS 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN TmIE€ 2061E�z8N...S) • ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) ULTIMATE WIND SPEED CONVERTED TO DESIGN WIND SPEED PER TABLE 1609.3.1. NO OTHER LOAD FACTORS OR REDUCTIONS ARE ALLOWED. DINT C • .. ••. • • .•• • • • , A Griffon Company • • • DE {ASCE Clopay NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE. E DESIGN PRESSURES (PSF MEAN ROOF HEIGHT UP TO 15' 16' 17' 18' 19' 20' 21' I OPENING SIZE 1 8'x7' +35.6, -44.7 +36.0, -45.2 +36.4, -45.7 +36.8, -46.3 +37.3, -46.8 +37.7, -47.3 +38.0, -47.7 8'x8' +35.2, -44.0 +35.7, -44.5 +36.1, -45.0 +36.5, -45.5 +36.9, -46.1 +37.3, -46.6 +37.6, -47.0 9'x7' +35.3, -44.1 +35.7, -44.6 +36.1, -45.1 +36.5, -45.6 +36.9, -46.1 +37.4, -46.7 +37.7, -47.1 9'x8' +34.9, -43.4 +35.3, -43.9 +35.8, -44.4 +36.2, -44.9 +36.6, -45.4 +37.0, -45.9 +37.3, -46.3 16'x7' +33.8, -41.1 +34.2, -41.6 +34.6, -42.0 +35.0, -42.5 +35.4, -43.0 +35.8, -43.5 +36.1, -43.9 16'x8' +33.4, -40.4 +33.8, -40.9 +34.2, -41.3 +34.6, -41.8 +35.0, -42.3 +35.4, -42.8 +35.7, -43.1 18'x7' +33.5, -40.5 +33.9, -40.9 +34.3, -41.4 +34.7, -41.9 +35.0, -42.4 +35.4, -42.8 +35.8, -43.2 18'x8' +33.1, -39.8 +33.5, -40.2 +33.9, -40.7 +34.3, -41.2 +34.7, -41.6 +35.1, -42.1 +35.4, -42.5 WORST CASE DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT 22' 23' 24' 25' I OPENING SIZE I 8'x7' +38.3, -48.2 +38.7, -48.6 +39.0, -49.0 +39.4, -49.4 8'x8' +38.0, -47.4 +38.3, -47.8 +38.6, -48.2 +39.0, -48.6 9'x7' +38.0, -47.5 +38.3, -47.9 +38.7, -48.3 +39.0, -48.7 9'x8' +37.6, -46.7 +38.0, -47.2 +38.3, -47.6 +38.6, +37.4, -48.0 -45.4 16'x7' +36.4, -44.3 +36.7, -44.6 +37.0, -45.0 16'x8' +36.0, -43.5 +36.3, -43.9 +36.7, -44.3 +37.0, +37.0, -44.7 -44.7 18`x7' +36.1, -43.6 +36.4, -44.0 +36.7, -44.4 18'x8' +35.7, -42.9 +36.0, -43.2 +36.3, -43.6 +36.6, -44.0 THIS CALCULATION SHEET IS ONLY VALID FOR THE FOLLOWING BRANDS: CLOPAY, IDEAL, AND HOLMES. Scott Hamilton, P.E. 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. 63286 File: DADE CO WORST CASE 5thEd ROO [RETROFIT] RECEIVED AUG 0 21018 CM 44 HA ,, GG�'�G E N SO� l e . • No 63286 *: S13 A1- 6/7 016 STATE OF • • ••• •••••• • • ••�• •• • '•• •• • ••. •• • • • • • • :. • •• • • • 61G15-23.002-Seals Acceptable to the Board. : • • •, • : •••• • • • • • . (1) Only the following seals are authorized to be used pursuant to ' Settien.4,1.025, .S.4 •. • (a) Wet Seals: A Wet Seal is any seal physically applied to a printed doeerfient• capable of leaving a permanent ink representation or other form of opaque permanent impression qin he printed document that complies with subsection 61G15- 23.002(2), F.A.C.; • , • •• '•• • • • • • (b) Embossing Seals: An Embossing Seal is any seal phy►stclIly:appl;ed;tllaprinteddocument capable of leaving a permanent crimped representation or other form of permanent raised impression on the printeti'Qoamient that complies with subsection 61G15- 23.002(2), F.A.C.; or (c) Digitally Created Seals: A Digitally Created Seal is any seal created as part of the document and not physically applied that is an opaque permanent representation that complies with subsection 61G15-23.002(2), F.A.C. (2) Wet Seals, Embossing Seals and Digitally Created Seals shall be a minimum of 1-7/8 inches in diameter and shall be of a design similar to those set forth in subsections (a), (b) and (c) below. (a) The seal must contain the licensee's given name, the licensee's license number immediately preceded by the designation "No", the words "PROFESSIONAL ENGINEER" and the words "STATE OF FLORIDA" similar to that depicted here: ,,,,,�µ�1A� 1rFlrr�,, *: No *Ist. �•. STATE OF .411 .••'ONAL ��`% r,Nm ��; (b) If the seal is for a temporary license it must also contain the words "TEMPORARY LICENSE" and the date that the license expires in the form of "Month — Day — Year" immediately preceded by the word "EXPIRES" similar to that depicted here: ,.��1luurprr 0 oaf,,, % .• q' </r � •,, 1. *g NO. XX t^_;* :I/IF STATE OF Pi•gr: 7.7)• FLORIDA wr . 4 i'�•'. EXPIRES _+ efi'1,rONAL..1;t0 (c) For Professional Engineers who are in good standing under both. Chapters 471 and 472, F.S., a seal similar to that depicted • • ••. •• • ' :•' •' • • • ••••••• • • • .•• • ' • • • • 000 •• • • (d) Seals may contain an abbreviated form of the licenie!sgt}�en•naimi c2mbanatw i.of initials representing the licensee's given name provided the surname listed with the Board appears (lithe seilztnci in the signatick ••• • • Rulemaking Authority 471.025, 471.033(2) FS. Law Implemented 471.025, 471.033(1)(a) FS. History —New 1-8-80, Amended 1-20-85, Formerly 21H-23.02, Amended 5-14-86, Formerly 21 H-23.002, Amended 11-1•511, :3-43-0 42-t-00, 2r11-01 i2-5-04, 1-31-08, 5-6-09, 11-3-15. • • • • ••• •• • 66 • ' • • • :•. •••..