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Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Ir G'ftC�=2N�3 Issue Date: Location Address Parcel Number 10651 NE 11TH CT, Miami Shores, FL 33138 1122320280220 Contacts Permit'NO.: VVS-07-19-1580 Permit Type: Windows/Shutters Work Cassi}kiffio .°Garaigeboor PermitStaatus: Approved Expiration: 02/03/2020 NINA BIRNBACH Owner ADCO OVERHEAD GARAGE DOOR INC Contractor 10651 NE 11 CT, MIAMI SHORES, FL 331382122 HUMBERTO FERNANDEZ 7577 NW 50 ST, MIAMI, FL 33166 Business: 3058858836 Description: REPLACE GARAGE DOOR FOR NEW HURRICANE Valuation: $ 1,289.00 Inspection Requests: MIAMI DADE CODE 742-4w Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $1.20 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.40 Scanning Fee $12.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $130.35 Payments Date Paid Amt Paid Total Fees $130.35 Credit Card 08/05/2019 $80.35 Check # 10698 07/10/2019 $50.00 Amount Due: $0.00 Building Department Copy 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 regula{ng cons ion nd zonog. Futpermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / ( Applicant/ Contractor / Agent Date August 05, 2019 Page 2 of 2 3 OWNER: Name (Fee Simple Titleholde Address: IUB I N C -- City: City: Miami Shores Tenant/Lessee Name: Email: State: Florida Phone#: -3860 .�q D r _ r CONTRACTOR: Company Name: Adco Overhead Garage Doors Inc Phone#: 305-885-8836 ndrirP«. 7577 NW 50 ST City: Miami State: FI Zip: 33166 Qualifier Name: Humberto Fernandez Phone#: 305-885-8836 State Certification or Registration #: Certificate of Competency #: 02-BS00795 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �:� si �� Square/Linear Footage of Work: 70 _<;'& Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition L i' J\ Description of Work: Replace garage door for new hurricane Miami Dade Code L U — Q t l X 7 —() Specify color of color thru tile: Submittal Fee $ 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 $ C 6 (Revised02/24/2014) Miami Shores Village RECEIVED • Building Department J L 10 2019 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795-2204 Fax: (305) 756-89721 INSPECTION LINE PHONE NUMBER: (305) 762-4949 f BC 20 1A -6�� BUILDING Master Permit No.� N'S PERMIT APPLICATION Sub Permit No. FN�BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION EJRENEWAL ❑PLUMBING ❑ MECHANICAL F-] PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10051 N L I l (i4 City: Miami Shores County: Miami Dade Zip: 33130 Folio/Parcel#: II — _O� — DI -4 s the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholde Address: IUB I N C -- City: City: Miami Shores Tenant/Lessee Name: Email: State: Florida Phone#: -3860 .�q D r _ r CONTRACTOR: Company Name: Adco Overhead Garage Doors Inc Phone#: 305-885-8836 ndrirP«. 7577 NW 50 ST City: Miami State: FI Zip: 33166 Qualifier Name: Humberto Fernandez Phone#: 305-885-8836 State Certification or Registration #: Certificate of Competency #: 02-BS00795 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �:� si �� Square/Linear Footage of Work: 70 _<;'& Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition L i' J\ Description of Work: Replace garage door for new hurricane Miami Dade Code L U — Q t l X 7 —() Specify color of color thru tile: Submittal Fee $ 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 $ C 6 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State im Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such as d notice, the inspection will not be approved and a reinspection fee will be charged. Signat Signatures OWNER or AGENT !' " Co ACTOR ��n�� 2Z , The foregoing instrument was acknowledged before me this 0 day of -)IJ 20 [ q _ by Nina &r'i' bce-h. who is personally known to me or who has producedDL:13 Cort l "634 -$2 identification and who did take an oath. NOTARY PUBLIC: The foregoing instrument was acknowledged before me this 10 day of —37Li �y 20l C by 13y, e/ -fin �'ct ryywv4z , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Structural Review Clerk (Revised02/24/2014) C46� Sign: Sign: Print: I rL� I La �Z- Print: k4orl.e—_ LC2, �GIZ Seal: aue P B,, MARIEDELAPAZ # GG 017435 Seal: o'oyPuaz MARIE DE LA PAZ r �O MY COMMISSION # GG 017435 �oOX * COMMISSION 2020 EXPIRES: August 1, 2020 * c o� EXPIRES:Augustl, gondedThruBudg et Notary Sernces m a f r� OF Fv�4\o Bonded Thru Budget Notary Services APPROVED BY l y Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Summary Report Property Information Folio: 11-2232-028-0220 Property Address: 10651 NE 11 CT Miami Shores, FL 33138-2122 Owner BRETT BIRNBACH &W NINA Mailing Address 10651 NE 11 CT MIAMI SHORES, FL 33138-2122 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SO Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,359 Sq.Ft Lot Size 11,625 Sq.Ft Year Built 1951 Assessment Information Year 2019 2018 2017 Land Value $242,383 $242,383 $242,383 Building Value $79,909 $79,909 $79,909 XFValue $1,170 $1,185 $1,200 Market Value $323,462 $323,477 $323,492 Assessed Value 1 $98,354 $96,521 $94,536 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $225,108 $226,956 $228,956 Cap Reduction $44,536 School Board Exemption Value Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead $50,000 Taxable Value $48,354 $46,521 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 6 BLK 2 LOT SIZE 75.000 X 155 OR 16194-3273 1293 4 Generated On : 7/1/2019 Taxable Value Information Previous 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $48,354 $46,521 $44,536 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $73,354 $71,521 $69,536 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $48,354 $46,521 $44,536 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $48,354 $46,521 $44,536 Sales Information Previous Price OR Book - Description Sale PageQualification 16194- Sales which are disqualified as a result of 12/01/1993 $0 3273 examination of the deed 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 Lim GARAGE DOORS SINCE 1999 CLOPAY MASTER AUTHORIZED DEALER + A 577 NW 50 ST 'MIAMI FL 33166 Away, } 1 Serving Miami -Dade & -V ,:,"j1 Broward County 305-885-8836 954-525-3911 NINA BIRNBACH 10651 NE 11 CT 786-390-8412 MIAMI SHORES FL 33138 ESTIMATE 4381 DATE 7/2/2019 LOTIADDR. TERMS FREPRESENTATIVE LEAD TIME CITY BLDG. PERMIT 10651 NE 3 WEEKS MIAMI SHORES ITEM PRODUCT DESCRIPTION QTYJ RATE PRICE MODEL 94 10'-0" X 7 '-0" CLOPAY MODEL 94 MIAMI DADE APPROVED, (SMALL SQUARE PANELS) W6 1 1,289.00 1,289.00 IMPACT RATED, INSIDE LOCK, 12" RADIUS, NON INSULATED WITHOUT VENTS WHITE FINISH 1-17 1_. 1 -LAYER CONSTRUCTION Heavy 24 gauge s eel construction ensures durability, security and classic style HIGH VELOCITY HURRICANE ZONE (HVHZ) Miami -Dade and Broward Counties require all garage doors meet the large missile impact rating, HURRICANE GARAGE DOOR •*Clopay WindCode@ garage doors are "storm ready", meaning there is no need to add a post or additional reinforcement to secure the door. Reinforcement is built into the structure of the door and is engaged by simply locking it, a timesaving convenience in the event of a sudden evacuation notice. DOOR W/A GARAGE DOOR WARRANTIES: -3 YEARS HARDWARE WARRANTY BY MFG CLOPAY -1 YEAR PARTS AND LABOR BY ADCO 1 Le1 ME KIXIM SEC'S Removal and haul away of existing door. Installation of new Clopay door, with all new tracks, springs, rollers, hinges and vinyl door trim, Reconnection of your existing garage door operator to your new Clopay door(if existing) or Install New E/O at an additional charge. Reinforcement of existing 2"x6" vertical jambs with tapcons, Installation of matching 2" wide vinyl trim (no caulking provided by Adco) Clopay Garage doors are made of Steel and engineered and, constructed to last for years with minimal maintenance. Prices include installations & tax, Permit Fee may apply if required. LETTER I ENGINEER LETTER/RUNNER FEE 500/o DEPOSIT BALANCE BALANCE DUE UPON COMPLETION OF THE JOB YOU www.Adcodoors.com •1 /1MERM TOTAL Page 1 sales@adcodoors.com I info@adcodoors.com ESTIMATE s AOCO SHOWROOM 7577 NW 50 ST 438=1 GARAGE DOORS SINCE 1999 CLOPAY MASTER AUTHORIZED DEALER NINA BIRNBACH 10651 NE 11 CT MIAMI SHORES FL 33138 EEER.] 10651 NE ITEM ACCEPTAN... J PERMIT FEE: TERMS E== MIAMI FL 33166 Serving Miami -Dade & DATE Broward County 305-885-8836 72/2019 954-525-3911 786-390-8412 REPRESENTATIVE E== PRODUCT DESCRIPTION LEAD TIME CITY BLDG. PERMIT EHEIMIAMI SHORES QTY I RATE I PRICE ACCEPTANCE with permit PLUS, ESTIMATED PERMIT COST FROM YOUR CITY BUILDING DEPARMENT$ 160 (If permit cost is higher or less we will adjust the price on Contract) As per your City Building Department regarding final inspections, ADCO Garage Doors will schedule a day for the building inspector to come out within Approximately fifteen (15) days after your door installation. Reference permit package: Most cities do not schedule times (Work Monday thru Friday) and will require that you (Homeowner or Contractor) be home. ON THAT SCHEDULED DAY, YOU NEED TO GIVE THE INSPECTOR ACCESS TO YOUR GARAGE. If a specific time is required, you must contact your City as ADCO has no authority scheduling inspection times. ANY EXPENSE INCURRED BY ADCO Garage Doors as the result of the owner not allowing, not having the permit package, or missing a scheduled inspection will be the responsibility of the owner to pay for the Penalties & Fee's accessed by your City Building Dept. "Do not Throw your permit card/package Away" x (Initial Required) * A 50% DEPOSIT IS DUE UPON ACCEPTANCE OF PROPOSAL. THE BALANCE 50% IS DUE C.O.D UPON INSTALLATION -COMPLETION, NOT INSPECTION. AGREEMENT AND ACCEPTANCE OF PROPOSAL 1- WARRANTY: The installed product has a full one-year warranty by ADCO, 3 YEARS HARDWARE WARRANTY BY MFG , which includes parts and installation on normal wear and tear. The warranty excluded damages caused by user damage, improper use, or acts of God. 2 -PAYMENT: Shall be made as outlined in this document, Payment not received within the specified time frame will be charged 1.5% late charge per month. Any returned check shall be subject to a $30.00 penalty charge. This agreement or any dispute arising from it shall be governed by and interpreted in accordance with applicable laws of the State of Florida. In the event of litigation arising out of this agreement, the prevailing party shall be entitled to an award of reasonable attorney's fees. If payment is not complete upon termination of work, any property of house involved is subject to lien. 3- All labor and material is guaranteed as specified, and work is to be completed in a manner according to standard practice. Any alteration 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 is beyond our control. Owner to carry fire, tornado, and other necessary insurance. Customer is responsible for provi�yng all permits and electrical work. ___1�� \1 500/o DEPOSIT BALANCE BALANCE DUE UPON PLETION OF THE 160-001 160.00 30 TOTAL$1 509.00 www.Adcodoors.com Page 2 j(}� �i -7` 4, sales@adcodoors.com I info@adcodoors.com D2 S! =...n.._I ,hv3� ErivcOEN, I S;ZES dF R�CEs'•TAN ii= I _ t.0r,-e I ��] FSs I [-1 [ SE I tiEi�ei7 X 1 1 ► •I I I � � � I i� RE EIVED J 10 2019 3� BY• ISE, D a. --,naves viiiage 5s BY DATE .' ')tea 03FPT l I' II , i 10 (,OMI-UANCF WITH N I i I '� I iN Vil .IICnIINTy �� , �� CJI( T; cri L\J. .. . W Florida Building Code Garage Door Windload Design Pressures Report # DPR-1 90701 -B-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 Miami -Dade County. Address: Nina Birnbach 10651 NE 11 Ct Miami Shores, FL 33138, Miami -Dade County Garage Opening Size: 10'0"x7'0" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 40-0" Roof Slope: Not provided (use greater than 10 degrees) Measurement of Nearest Garage Door Opening to Building Corner: 2' 1" •••• . . 6666 6666.. Positive Design Load: +36.9 PSF (see page 2) Negative Design Load:-41.7USF (lee paga2) 660.69 The following Clopay Building Products Company Doors meet the requirements for the stated loads:0 6 • • • • 6666.. Clopay Model 84A/94/98/4FW6T, 102" x 7'0", Approval # 17-1016.13, Dwg # 104753, Windld&d tapacify: +38/42 M%.' •. 6666.. 6666 6666. 6666.. 6666.. 66 6 6 66 . . 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. Scott Hamilton, P.E Florida P.E. License No. 8585 Duke Blvd. Mason, OH 45040 (513) 770- 4800 7/1/2019 HAM/4 Ode N632 6 r "� • S E O Io V S.<OR\.. s/0NAk- 7/1/2019 - Florida Building Code Garage Door Windload Design Pressures Report # DPR-1 90701 -B-01 P9ge 2 of 2 - Retrofit Calculations for the Designated Door for Nina Birnbach NOA and Site Specifics and Components 1. Miami -Dade County, coastal region, flat terrain, no escarpment. 2. Existing building, enclosed structure, Exposure C (FBC 1620). 3. Mean Roof Height = Less than 15' J t door opening: Elevation 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). 0000 2. Nominal wind speed, V_asd = 135.5 mph (Table 1609.3.1). • • • • • • • • • • • • 3• Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' mean roef 4c?1; Tt • • • • • (Table 27.3-1). • • • 00000. .. 0000.. 4. Topographical factor not applicable. Flat terrain, no escarpments, Kzt = 1 (Section 26.8). 0 0 0 * 9 9 9 5. Enclosure classification is "enclosed building" (Section 26.10). 0 0 0 0 0000.. • 6. Internal pressure coefficient, GCpi = +/- 0.18 (Table 26.11-1). 0 0000 • 0.0 00000 7. External pressure coefficient, GCp: There are three external pressure coefficients, GCp, for componmrs srd clac"agd therefore • 0 garage doors. The first external pressure coefficient is for positive pressure and the other two coefficients for negativepressureg.• •; • One negative pressure coefficient is for 'Zone 4' and the other coefficient for 'Zone 5'. Zone 5 is thl N9r ilgion in the'corner of the • 0 building (also called the End Zone) defined as "10% of minimum width or 0.4h (h = mean roof height), whichever ¢,SN er, but'hMt • • • less than either 4% of minimum width or 3 ft." Zone 4 is the wall region that remains after subtractirjq ZQrte, 5. • 0 • 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)*(40'0") = 4 ft. Since the garage door opening is located 2' 1" from the corner, this means that 1.92 ft. of the door is within Zone 5, and 8.08 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' = 33.33 sq. ft. +GCp = 1.1766 - 0.1766*log(A) =0.9077. -GCp (zone 4) = -1.2766 + 0.1766*log(A) =-1.0077. -GCp (zone 5) = -1.7532 + 0.3532*log(A) =-1.2153. 8. Velocity pressure qz = .00256*Kz*Kzt*Kd*V_asd2 in Ib/ft2 (psf) per Section 30.3.2. qz = (0.00256)*(0.848884152077903)*(1)*(0.85)*(135.5^2)= 33.91 PSF 9. Design pressure, p = qz*(GCp - GCpi). Positive design pressure: p = (33.91)*(0.9077 + 0.18) = 36.89 PSF. Negative design pressure for Zone 4: p = (33.91)*( -1.0077 - 0.18) = -40.28 PSF. 111111111 Negative design pressure for Zone 5: p = (33.91)*( -1.2153 - 0.18) = -47.32 PSF. ♦��t-C t HAAA Jfrf, Since 81% of the door is in Zone 4, and 19% of the door is in Zone 5, the weighted average is: (-40.28)*(81 %) + (-47.32)*(19%) = -41.63 PSF. Rounding up to the nearest tenth, the final design loads are: +36.9 PSF and -41.7 PSF' Scott Hamilton, P.E Florida P.E. License No 8585 Duke Blvd. Mason, OH 45040 (513) 770-4800 7/1/2019 ♦♦♦♦ Off. � �' ��i o 6 8 `0 tr �-10 '.. STAT OF QJ A\- E? ♦`. foist%, Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 thus product or material tested for quality assurance purposes. If this product or material fails to perform jn the. acceptatl."Oer, the...... manufacturer will incur the expense of such testing and the AHJ may immediately revoke, $ig4ify,pr susppa thp. use of .' such product or material within their jurisdiction. RER reserves the right to revoke this accepIW,,9 f it is detetip:ned by... Miami -Dade County Product Control Section that this product or material fails to me,4.0p.requiremepts of the. . applicable building code. 0969 0 0 ; • • 6 • ; This product is approved as described herein, and has been designed to comply with 14e. Fjdrida BjitITIW Code, 0 0 0 0 including the High Velocity Hurricane Zone.• ..00.6 0000 0000. DESCRIPTION: 2" Steel Pan W6 DP38 Sectional Garage Door up to 16-111 wiOptional• • • • • • Impact Resistant Lites :06:6: ' APPROVAL DOCUMENT: Drawing No. 104753, titled "2" Steel Pan Doors"9 sheets I thtjiVW*3 of 3,. � •� �, dated 11/20/2012, with revision 02 dated 7/2017, prepared by Clopay Building P%4dct: Company, signed: and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control revision staxip.with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIiSSME IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 15-0225.09 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 17-1016.13 Expiration Date: February 14, 2023 /Ug t g17 Approval Date: December 14, 2017 1 f� Page 1 M IAM 1•I]A�E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 thus product or material tested for quality assurance purposes. If this product or material fails to perform jn the. acceptatl."Oer, the...... manufacturer will incur the expense of such testing and the AHJ may immediately revoke, $ig4ify,pr susppa thp. use of .' such product or material within their jurisdiction. RER reserves the right to revoke this accepIW,,9 f it is detetip:ned by... Miami -Dade County Product Control Section that this product or material fails to me,4.0p.requiremepts of the. . applicable building code. 0969 0 0 ; • • 6 • ; This product is approved as described herein, and has been designed to comply with 14e. Fjdrida BjitITIW Code, 0 0 0 0 including the High Velocity Hurricane Zone.• ..00.6 0000 0000. DESCRIPTION: 2" Steel Pan W6 DP38 Sectional Garage Door up to 16-111 wiOptional• • • • • • Impact Resistant Lites :06:6: ' APPROVAL DOCUMENT: Drawing No. 104753, titled "2" Steel Pan Doors"9 sheets I thtjiVW*3 of 3,. � •� �, dated 11/20/2012, with revision 02 dated 7/2017, prepared by Clopay Building P%4dct: Company, signed: and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control revision staxip.with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. NIiSSME IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 15-0225.09 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 17-1016.13 Expiration Date: February 14, 2023 /Ug t g17 Approval Date: December 14, 2017 1 f� Page 1 Clapay Baildine Praducts Com -many NOTICE OF ACCEPTANCE_ EVIDENCE SUBii-TTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS N.OA's A. DRAWINGS `Suhmided under IVOA # IL -0225.09" 1. Dra�vNdng No. 1047-53, titled "I" -Steel Pan Doors", sheets 1 through 3 of 3, dated 11 /2012012, wig i revision 01 dated 2/2015, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "SuGmitted under NOA # 12-1204.11 1. Te 11 r. o, Ls or, 1) TUh* �i .at Sta is t�' ii �r_Z s:ael �i.�,�, LGiYi�Eiiig p?S 1' i7— T S ?11-9-4 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'TAS 202-94 : ••• •••• ••••�• 5) Tensile Test per ASTM E8 000000 ' ' ' along with harked -up drawings and_insta iation diagram- of 1 004Y6,; -W, 27ga steel :0099: garage door Model 4300W8 wit; vdadows, prepared by Amer�,WTest La ).=, ., Tes? • Report No. ATLNC I ill; tJI-12, dated 11/13%201.2; signed and 'seared by i avid . • • • • • _ •J•••• •T ••••• Johnson, P.E. • •• •• •••• •••••• 2. Test report on Salt Spray per ASTM .B 1 i 7 of painted G40 galv.A "3 &J coated panels, •' prepared by Stork Materials Technology, Test Report No. 301- 0-64A335S� v • • ••+• 01/25/2005, signed by John D. Lcc, P.E. :....; CALCULATIONS "Submitted under XO' ri I2-1204. 1-1 Jamb archer calculations prepared by Clopay Building Products Company, dated 11/19/20 121. signed and sealed by Scott Hanfilton, P.E. D. QUALITY ASSURANCE 1. Mia -mi -Dade Department of Regulatory and -Economic Resources,(RER) E. NIATERLAL CER'T'IFICATIONS 1. Notice of Acceptance No. 13-071:7.01 issued to SABIC innovative Plastics for their Lexan Polycarbonate Sheet Pro&ucts, approved on !1/'28112013, expiring on 07/177/2011 8. E,. STATEMENTS "Submitted tinderNQ,41 9 15-02 5.09" 1. Statement leiter of code cot._ ormarce -writh the _2010 and the. 5�b emiltion (2014) FBC issued.. by Clopay Building Products Company, dated 02/18x'2015, signed and sealed by Scott Hamilton, P.E. arlos M__ Jtrera, 3.E. Product Control Examiner NOA No 17-1016._13 Expiration Date: February 14, 2.023 Approval Daze: December 14,201-7 E-1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUE) 2... Statement letters of code conformance to 20113 FBC and no financial interest, issued by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NDA # 12-1204.11" 2. NEW EVIDENCE SUBMITTED . . .... ...... A. DRAWINGS •' • • • • • 1. Drawing No. 104753, titled "2" Steel Pan Doors", sheets 1"tUough 3 of 3,0 dated"' • • 11/20/2012, with revision 02 dated 7/2017, prepared by Clopay, wilding %roduct� • • • • Company, signed and sealed by Scott Hamilton, P.E. .... ...... ..... B. TESTS 1. None. C. CALCULATIONS 1. None. 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. F. STATEMENTS 1. Statement letter of code conformance to 6" Edition (2017) FBC, issued by Clopay Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest, issued by Clopay Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-1016.13 Expiration Date: February 14, 2023 Approval Date: December 14, 2017 E-2 ...... •..• •...• .. .. .... ...... . . . . ...... 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. F. STATEMENTS 1. Statement letter of code conformance to 6" Edition (2017) FBC, issued by Clopay Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest, issued by Clopay Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 17-1016.13 Expiration Date: February 14, 2023 Approval Date: December 14, 2017 E-2 MODELS CLDPAY HOLMES I IDEAL D i i 01 MEI 4 24 GA SHORT 24 GA FLUSH 84A, 94 98 48; 48B ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ 4RST 4F I TOG -L -LOC (TOP & BTM) AND — URETHANE ADHESIVE (ALONG CENTER). T- A /\ 3 DOOR HEIGHT ��I I ISI ISI !�I �I Iii IMI UP TO 7'0' 1_m_ML 7'3' TO 8'9' 5 910' TD 1016' 6 � IME 12'6' TO 14'0' B 14'3' TO 159' 9 Wm.-- i�� t��t�� tsld��•>r��k�111 Yal't�1rr��r�11Mtlim 1 �I—ILII`=—go iD MAX SECTION HEIGHT, 21' DOOR. KEYED PART NO.: N/A A • • r sm 0. •rae (1 MM ISI ill I� ._ lel ISI 1�1 �� kl CC . cer�•r r 901 T as eomp)yyta witt•t•e•PlorlAl• • Building tt a TdLERANCI�S a� _ C 0P3Y =Ire 11"Im I Sw WE1r►��r�� pU NOA-No. 17-1016.13 .D = t.031 WAN Pmducts fall" A OPTIONAL OUTSIDE KEYED LOCK POSIT10N DOOR WIDTH 16'-2" DOOR HEIGHT 0 OF SECTIONS UP TO 7'0' 4 7'3' TO 8'9' 5 910' TD 1016' 6 10'9' TO 121' 7 12'6' TO 14'0' B 14'3' TO 159' 9 ]6'0' iD MAX SECTION HEIGHT, 21' HAA4/4 •I♦ t4 5G�4 C E NS��,Q ♦f� �* No �2 6 O�t�'�.� DESIGN ENGINEERI SCOTT HAMILTON, P.E. 4 SHEET 1 OF 3 REV. NO. OPTIONAL ROW OF IMPACT -RESISTANT GLAZING MAX. GLAZING SIZE IS 18-1/2' x 11'. GLAZING IS INJECTION MOLDED GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. SEE SECTION B -B FOR ASSEMBLY DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) VIEW 'B" (SEE SHEET TWO). VIEW "C` (SEE SHEET TWO). 16 GA. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC. SYSTEM (TOP, BOTTOM & CENTER). ATTACHED TO TOP AND BOTTCM RAIL WITH PATENTED TOG -L -L OC SYSTEM. TWO POINT LOCKING INTO TRACK. (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. (1) 3 -IN ROLLER CARRIER (P1 INSIDE ELEVATIONS 0120394) USED WITH 3" TRACK. =TION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) ',DETAIL 'D' OPTONAL DECORATIVE711L_- MULTIPURPOSE HIGH BOND TAPE SNAP -IN INSERT. (BETWEEN FRAME AND FACADE). -DECORATIVE FRONT FACADE \/ 4---/i--ST2TWEEN S SILIEEL ONESKIN SEALANT J///�\ (BETWEEN STEEL SIGN AND FRAME) IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE LEXAN SLX2432T FRONT (1 G) /8 x 3/4• PAN HEAD MACHINE SCREWS. FRAME & GLAZING - 3 2 REVISIONS DATE: ECN . A N0P PVD: DESCRIPTION 7/2017 - SH I UPDATED (CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC. IMPACT—RESISTANT CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL INJE TION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606. THE ENITRE DOOR ASSEMBLY INST LED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF T`H4 FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALLMISSILE IMPACT RESISTANT. GLAZING SHOWN IN TOP SECTION. I Fill C SNAP LATCH ENOGES ONTO VERTICAL RACK. END ONE SNAP LATAH ON STILE. EACH SID: OF POOR. o OUTSIDE B HANDLE. LOCK BAR END 7* ENGAGES NIN STILE. TRACK O EACH SIDE OF DOOR. INSI E HANDLE M WITH OUTSIDE KEYED LOCK WITH I Arch I Welt nP InN LOCK BAR LOCKING_, THIS PRODUCT CONFORMS TO THE SLIDE BOLT LOCK ENGAGES INTO END VERTICAL TRACK. STILE. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KEYED PART NO.: N/A A • • r sm 0. •rae (1 HANDLE - ANDLEBOLT 901 T as eomp)yyta witt•t•e•PlorlAl• • Building tt a TdLERANCI�S a� _ C 0P3Y LOCK OPTION. W 6 D P 3 8 pU Fill C SNAP LATCH ENOGES ONTO VERTICAL RACK. END ONE SNAP LATAH ON STILE. EACH SID: OF POOR. o OUTSIDE B HANDLE. LOCK BAR END 7* ENGAGES NIN STILE. TRACK O EACH SIDE OF DOOR. INSI E HANDLE M WITH OUTSIDE KEYED LOCK WITH I Arch I Welt nP InN LOCK BAR LOCKING_, THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2010 FBC, • • • • • 9 *THE j1FTH PITVN FAC• AND THE • • • •SDjH 6DITIQN JBC• • • II • • • • • DERIGNa LOAMA+3 .! P.S.F. & -42'.0 P. PRODUCT REVIS&D .F. PART NO.: N/A A • • r sm 0. •rae (1 B565 Duke B-1-11 VINDLCAD RATING as eomp)yyta witt•t•e•PlorlAl• • Building tt a TdLERANCI�S a� _ C 0P3Y Maron, OH 45040 USA T.I. No. 513-770-4800 W 6 D P 3 8 NOA-No. 17-1016.13 .D = t.031 WAN Pmducts fall" Fm No. 513-T70-4853 DD - t.015 DESCRIPTION:; 2' STEEL PAN DOORS (SEE TABLE FOR MODELS) Expiration 02114/2023 .000 = t.005 • • •0•DO = t.00y D WN BY: SH DATE: 11/19/1 SCALE: NTS DWG. R • D•Irees :t 1/2b HL�KED BY; SH DATE: 11/20/1 SHEET 1 OF 3 SIZE IJ Miam• d Proiuet Contpl • • • • • • DIMEMIONS ARE IN wcHm lPWQAp NO.: 104753 VER: MD • 2 . ••• ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . C C I mi 4 3 l MODELS 24 GA SHORT 24 GA FLUSH SHEET- PART NO.: N/A 2 OF 3 CLOPAY 84A, 94 98 HOLMES 48, 48B -- IDEAL 4RST 4F HORIZONTAL (TOP) JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NO LOAD FROM DOOR) NOTES: T C ° 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO • THE 2x6 VERTICAL SYP (GRADE (2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORQONTAL (TOP) JAMB. 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +304 LB & -336 LB. PER UNEAR Blildmg I'm Campmq Fax No. 513-770-489 FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO SE) COUNTERSUNK TO PROVIDE A /' FASTENER FLUSH MOUNTING SURFACE / TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE / LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. • • • WOOD FRAME BUILDINGS .000 1.005 • 4osoo - 1.001• STUD WAILS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE MAX. O.C. TREATED SYP (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 8'0" HIGH OR (4) 2x6 1 PRESSURE TREATED SYP (GRADE #2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN Ddgrees = 11/210 1200 PSI NOMINAL EXTREME FlBER STRESS IN BENDING (Fb) FOR DOORS UP TO 16'0' HIGH. SND SHEET 2 OF 3 WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. 2x6 VERTICALJAMB 0 K WA R ONCR 2z6 SYP CRADE 2 OR BETTER WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. • • BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT 'l'4-1111'. tAIEO N I•C•ES. OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) MAXIMUM ON-CENTER DISTANCE STEEL ETWEEN WAS BUILDING TYPE FASTENER TYPE FASTENERS IREOUIRED? -1 4 MIN. E E TAPCON CONCR E AN HOR 7-1 3000 P51 MIN. CONCRETE 4 x M _ MB ACO COC AN 3/5- X 1-3/4' MIN. EMBED WEJ-IT ANKR TRE SLEEVE ANCHOR 16-1 INCLUDED 3 /8' X 1-3/A" MIN, EMBED WEJ-rr ANKR 7rrE SUELVE ANCHOR W 1 O. . 2 24 GA. (0.022" MIN. THICK. 33.4 KSI MIN. YIELD) DDS .STEEL EXTERIOR SKIN WrH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP JOINT 4•— 4-1 L VIEW "D" 4" TALL TAPER STRUT. 0.057" MIN. GALV. STEEI 50 KSI. MIN. 1 REVISIONS I ): I i DESCRIPTION SEE REVISION HISTORY ON SHEET 1. ') 12 G.A. GALV. STEEL TOP ROLLER RACKETS (2-1/2" x 5-3/8"). EACH RACKET ATTACHED W/(4) #14x5/8" SHEET TAL SCREWS. ADJUSTABLE SLIDE ATTACHED ) TOP BRACKET WITH (2) 1/4"xt/2" BOLTS JD NUTS PER BRACKET. 14 GA. MIN. GALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES W/(4) #14x5/8" SHEET METAL AND (2) 1/4'x3/4' SELF TAPPING SCREWS. SEE VIEW "B". IE 4" T -STRUT PER SECTION. (SEE VIEW ') EACH T -STRUT ATTACHED AT EACH JGE LOCATION WITH (2) 1/4"x3/4" SELF PPING SCREWS. • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 2 GA. MIN. GALV. STEEL BOTTOM BRACKET MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"". EXCLUDING STUCCO THICKNESS. DESIGN ENGINEER, SCOTT HAMILTON, P.E. 4 TTACHED WITH (2) ((14x5/8 SHFET METAL PRODUCT REVISED �aCREWS. as comp)ying with the Florida ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. #14x5/8" SHEET METAL SCREWS 13ulld14o Code %A -14o. 17-1016.13 SECTION A -A (51[5E VIEW)_ O Expiration q� a 02/14/2023 O By • mia a ct trol • • • 00 .4 O • • • • • • • • 1/4"x3/4" SELF • • • • • • • • • ' n IN •] TAPPING SCREWS. • • • • • • • EZIGMLO"R 0+38.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A A END HINGES 18 GA (MIN) INTE.L.. Fi IyI1•ICE • • stvl Mase CERA R • 6585 Duke Boulewrd Maeon, aH 45040 USA Clo W[NDLDAD RATING VIEW "B• VIEW "C" T C ° ay Tel. Na. 513-7T0-4800 W 6 D P 3 8 .0 - 4.031 Blildmg I'm Campmq Fax No. 513-770-489 .00 - 1.015 DESCRIPTION:. 2" STEEL PAN DOORS (SEE TABLE FOR MODELS) • • • • • .000 1.005 • 4osoo - 1.001• D WN BY: 'SH DATE: 11 19 1 / / SCALE: NTS DWG- R • • • • Ddgrees = 11/210 HBCKED B': SH DATE: 11/20/1 SHEET 2 OF 3 SIZE LJ • • • • • • • 'l'4-1111'. tAIEO N I•C•ES. WD NO.: 104753 VER: MD 3 2 ••• • I 1 i I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 MODELS 24 GA SHORT CLEPAY 84A, 94 HOLMES 48, 48B IDEAL 4RST D 2' TRACK CONFIGURATION. DOORS UP TO 800 LBS., C 3' TRACK CONFIGURATION, DOORS 500 LBS AND OVER. B ZONE B-3 SHEET I. u x JAMB CONFlGURA710N S WIND LOAD RATING OF THIS DOOR- ♦♦d�t�'C NAA6T/C le,� ♦ O . T • . n Q CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH. SG�•EAjS .02 �D G LO*+38.eF.S.F. & -42.0 P.S.F. *. 0 63V8 i A :P �TEIV/ F 2x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). 3" GALV. TAPERED STEEL TRACK AND ANGLE TRADK �-THICKNESS: 0.101". ANGLE THICKNESS: 0-080". 'JAMB PREPARATION NOTE". HORIZONTAL TRACK .,- :��'•.4�.R1pP.�C ♦ MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. SUPPORT BY DOOR 20 CA MIN. CALV. STEEL INTERM. STILE. - ,_VERTICAL/HORIZONTAL TRACK 14' MAXIMUM SPACING INSTALLER (TO SUT). 3-1/4' x 2-7/8' MIN. x 0.080" TAPERED DESIGN ENGINEER? JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION SCOTT HAMILTON, P.E. ' HINGE FASTENED TO CENTER W/(4) EACH #14x5/8' RIA o63286 4 24 GA FLUSH 98 4F NOTE- TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WND LOAD RATING OF THIS DOOR. DOOR COUNTERBALANCE SYSTEkI 13 GA GALV. STEEL FLAG BRACKET ATTACHED TO JAMB WITH (3) 5/16" X 1-5/8" LAG SCREWS AND TO TRACK WITH (2) 1/4" RIVETS. ROD: SPACING NTE 14" O.C. 2" GALV. STEEL TRACK, �- TRACK THICKNESS: 0.083". TYP. 2-1/2' X 12 GA GALV. STEEL TRACK BRACKETS. ATTACHED 10 JAMB WITH (1) 5/16" X 1-5/8" LAG SCREW PER TRACK BRACKET. 3 HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT). DOOR HEIGHT 'L" 6-6 7- 7'_ -6' -6" IT- ITS - 1 ll1,1 _�6 13 -0 LIE 1 -6 6 1 -17 16- " IPA 3OF3 JAMB CONFIGURATION 200#5 UP 70 800 LBS 1' DOOR OVERLAP (EACH SIDE) 2x6 SYP WOOD JAMB. SEE 'JAMB PREPARATION NOTE".^`J'R1'S.411 2-1/2" X 12 CA 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 (9) LAG SCREWS REQUIRED PER JAMB. Z' CALM. STEEL TRACK FASTENED TO 12 GA GALV STEEL TRACK BRACKETS WITH EITHER (2) 1/4' DLA RIVETS OR (1) 1/4' X 5/8' BOLT & NUT PER TRACK BRACKET. REVISIONS DESCRIPTION SEE REASION HISTORY ON SHEET 1. P MOULDING BY DOOR INSTALLER (TO SUIT). GA. GALV. STEEL END STILE -18 CA GALV. STET DOUBLE END STILE. 20 GA Mlrl. GALV. STEEL INTERIM. STILE 18 CA DAILY. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH #14x5/8' SHEET METAL SCREWS. L 7/16' I.D. ROUND PUSH NUT FASTENER. 14 CA CALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/8" SHEET METAL SCREWIS AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE 2' DIA 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. SECTION O -C LHR BRACKET (2-1/2" x 5-3/4" x 120A) PREPARATION OF IAMBS BY OTHERS ATTACHED WITH (2) 1/4" x 3/4' SELF TAPPING SCREWS. NOTE THAT LHR BRACKETS ARE ALSO USED WITH "DOUBLE END STILE" AS SHOWN IN NOTE: TRACK CONFIGURATION ABOVE THE ZONE B-3 SHEET I. DOOR OPENING DOES NOT AFFECT THE JAMB CONFlGURA710N f WIND LOAD RATING OF THIS DOOR- DOORS 800. LBS AND OVER. DOUBLE TRACK LOW HEADROOM OPTIOLN CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH. (AVAIL FOR BOTH 2" AND 3" TRACK) �D G LO*+38.eF.S.F. & -42.0 P.S.F. DOUB'.E HORI20YTAL . A 1" DOOR OVERLAP (EACH SIDE) K' 2x6 SYP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER (TO SUIT). 3" GALV. TAPERED STEEL TRACK AND ANGLE TRADK �-THICKNESS: 0.101". ANGLE THICKNESS: 0-080". 'JAMB PREPARATION NOTE". HORIZONTAL TRACK .,- 1fi GA GALV, STEEL END LE STI 18 GA GALV. STEEL DOUBLE END STILE MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'. SUPPORT BY DOOR 20 CA MIN. CALV. STEEL INTERM. STILE. - ,_VERTICAL/HORIZONTAL TRACK 14' MAXIMUM SPACING INSTALLER (TO SUT). 3-1/4' x 2-7/8' MIN. x 0.080" TAPERED I 18 GA GALV. STEEL INTER. JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING & NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE SEE LAG BOLT MOUNTING BELOW.STILE HINGE FASTENED TO CENTER W/(4) EACH #14x5/8' 10' 9 - 9 -0 108 7/16 I.D. UND SHEET MEETAL SCREWS. ADomoNAL MOUNTING sLos PUSH NUT FASTENER. PRODUCT REVISED �14 SPACED AT 12' CENTERS.as 0.101' THICK 3' DALY. STEEL TRACK FASTENED complying with the Florida CA CALV. STEEL ROLLER HINGES FASTENED TO .END Bulldlo8 Code 12 -0 132 14-0 156 TO TAPERED ANGLE. TRACK ATTACHED TO STILES W/(4) EACH #14x5/8' SHEET METAL SCREWS NDA -No" 17-1016.13 12' ON CENTER TAPERED ANGLE WITH ONE 1/4"x5/8" BOLT & AND (2) 1/4' SELF TAPFiING SCREWS PER END HINGE. 6' NUT AT EACH MOUNTING SLAT. E.plratlon Det 02/14/2023 3 gL�T1�q �3" �CI•A. B-1/2" LONG STEM BALL BEARING STEEL ROLLER. By 34' NE. Ya" TRACK BOLT AND NUT AT EACH "Y?Fl.�. t"til • • • • • • • • �� • • • • Miami -0 a roduct Control MOUNTING SLOT LOCATION. Bl OTHERS DOOR VERTICAL •• 00 0 �D G LO*+38.eF.S.F. & -42.0 P.S.F. PART NO.: N/A . A 22" HEIGHT K LENGTH 7 -0 72 • • • • • • • Unl�x Sta 0 erw�p• TOLE S ar. 8585 Duke Boulevard Clo ay Mcson. DK 45040 DSA TeL Na 513-770-4800 WINDLOAD RATING 4 = 7.031 Bolding Pmduc4 Fox Na 513-770-4853 W 6 D P 3 8 10' 9 - 9 -0 108 ONE 5/16' x 1-5/8' LAG SCREW SPACED AT THE SAME DISTANCES AS THE TRACK BOLTS (I.E. 3-1 2', 10', 22", 34', .0 .00 3.015 4400 3.005 DESCRIPTIO 2" STEEL PAN DOORS (SEE TABLE FOR MODELS) 3-1/2' 12 -0 132 14-0 156 46", ETC.). ADDITION LAG SCREWS L 1(1.1e', 2B', &• 40" FROM BOTTOM. TWO LAG SCREW#ALSO LOCRIED ABOVE• • • •bEbO = 3.001• DIM N 61': SH DATE: 11/19/17 SCALE: NTS pWO, D ' 16-0 180 VERTICAL/HORIZONTAL TRACK JUNCOO . • • t • 1 1 U OnMe D roes = 31/2• stat otne Mpe• lorTs`iIRE IN�111CHES. H KED SH DATE 11 20 1 / / SHEET 3 OF 3 SIZE D GW(!. NO.: 104753 VER: MD •.. • • • . .•• . . • .• .. . • . •• .. ••• • . • .•• . •