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WS-19-1478i 4f ll® Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 f Issue Date: 07/02/2019 Location Address Parcel Number 373 NE 91ST ST, Miami Shores, FL 33138 1132060136530 Contacts Permit NO.: 1-416-11V=741U Permit Type: Windows/Shutters Work Classification: Garage Door Permit status: Approver! Expiration: 12/30/2019 ARCA INTERNATIONAL GROUP Owner ADCO OVERHEAD GARAGE DOOR INC Contractor 373 NE 91 ST, MIAMI SHORES, FL 33138 HUMBERTO FERNANDEZ Home: 3057737064 7577 NW 50 ST, MIAMI, FL 33166 Business: 3058858836 Description: REPLACE GARAGE DOOR. 16X17 (SOLID PANELS) Valuation: $ 1,800.00 Inspection Requests: 1305-762-404§ 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 07/02/2019 $80.35 Credit Card 06/26/2019 $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 nd that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named ntrasEe�o the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date July 02, 2019 Page 2 of 2 Miami Shores Village-3v"ED Building Department Ju' 2 6 x.019 _ Al 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ]BY , • Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 /a BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑MECHANICAL ❑PUBLICWORKS JOB ADDRESS: -� 73 A,Vr ` I/ E FBC 2C �: Master Permit No. —N — i� _. I V Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS Folio/Parcel#: l�" �� 6 �'— J Is the Building Historically Designated: Yes Occupancy Type: Load: Construction Type: Flood Zone: OWNER: Name (Fee Simple Titleholder): YlL/C-,Ir 1iV Address: 333 5�e 9 AVF- BFE: NO FFE: one#: 7370�� City: '4M l9M / State:' 41 Zip: 33/ 3 Tenant/Lessee Name: , ( , , Phone#: Email: Md' G, 11f7j!7,1^Vr{ r-, CONTRACTOR: Company Name: -`1UC-U Q, A- l4 If -e //U(J 1--3 -A�Ohone#: SO) - a 3 -0 0 3W Address: —7 n ? /U &J -�—o 5 City: M 114117/ `\� State: Zip: 2 fl��lp Qualifier Name: l)YY�Y�o( Fn �. c r � i! A4P-2 Phone#:� �s83�o State Certification or Registration M Certificate of Competency #: 01 AS MW 67 DESIGNER: Architect/Engineer: Phone#: Address: �1 n City: State: Zip: Value of Work for this Permit: $ U Q Square/Unear Footage of Work: /a Type of Work: ❑ Addition � ElAlteration ❑ New ] Re it/Replace E]Demolition Description of Work: VW06a (),Of- oa!� . Ro '0 n Soy (` r� �A-Aj e (S Specify color of color thru tile: Submittal Fee $ `C b • oz-.) Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Pa ' 35 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 inspect n which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not bo a ov and a reinspection fee will be charged. 6�m- Iwo /-��CO� Signature Signature Id kJW NER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this — day of � ) rNP _ 120 by F(�I 1'10 &0610 who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: 4&V3Print: le ,0 The foregoing instrument was acknowledged before me this ' I� q day of J U VIZ 20 ' by t�Vm tor) �frj�Ln� ho is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: as Seal:tML ;p MARIE DE LA PAZ Sea I: o�,4;Y P`,'e,,c MARIE DE LA PAZ jp. MY COMMISSIONS GG 017435 * * MY COMMISSION # GG 017435 EXPIRES: August 1, 2o20 m o� EXPIRES: August 1, 2020 '-080 too 90rhted � Budget Not+ry Services Bonded ThN Budget Notary Sery us APPROVED BY / I Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk i mac... GARgyp}@G`i' LjC:Et,gED INSURED Daae CC, i'. 02-BS0079S I Brow. Cc -#99 -9152 -FC I �idVV \N.aCiCOClOOi`S,COI"i'1 I Til O@c`', (iC0 00"5_COi-i-, SUoUr deo T® E+!. ��' C/)')! l/()�Z�.�_A �❑ P aapp `9�y _ <� p Y T`e° tq.4� �''I 6 < `f-• 6' �l[� L�L`c,% Vis° 6'E �3-" plc-� E,MA6L r j 1 {, r1 e(Jp � ;��n ���r'ldf � CELL yHC-Wl Cea0- vtL! 7577 NW 50 St (Miami FL 33166 .G%ic. 283FJ Fx 305.885.9923 DA=lE 0 Ce ��JI O�, cl ) (�=�. 1 r<6r-i..F.CE GAR.^,GE p' OR: REf,OVAL AND HAUL AWAY OLD DOOR, h�ISTALLATION OF NEW GARAGE DOOR, WITH ALL NEW TRACK, SPRINGS, ROLLERS, HINGES AND VI NYL DOOR TRIM (NO CAULKING EXISTING 2"X 6" VERTICAL JAMBS WITH TAPCONS. RECONNECT EXISTING OPERATOR. G BY ADCO) REINFORCEMENT O ❑ PJI.rJ EPARED 2"X6'• WOOD FRAME BY CODE (INSTALLATION OF MATO-IING 2" WIDE VINYL TRIM (NO CAULKING BY ADCO) Cfl;<<;LcIiJh7 JOB TO BE INSTALLED TO CUSTOMER'S PR 1. � APPROVED CODE Q;IY?�._OR A��eOUH �'. ��� '�� ` INSIDE LOCK*f�? RADIU=WITH Nj!{�M! D/1DE - "=� E115" RADIU KEY LOCI: TS ❑ ;L BLDG CODEWIDTH HEIGHT ❑ ❑LHR-- s----- — L jn J � L CZ L e -ad--a7 '1-- I I MAL CHARGE) 9rtCTV�iE ti WCS�l6�SL° Pkso°� 1IT I9fl Y PLC= 656 �'L°e' ALL MIATERIAL IS GUARANTEED TO BE AS SPECIFIED. ALL WORKTO BE CONiPLETED IN A WORKMANLIKE MANNER WILB IF REQUIRED PLUS ACCORDING / TO STANDARD PRACTICES. AN ALTERATION FROM ABOVE SPECIFICATIONS INVOLVING EXTRA COSTS WILL BE EXECUTED ENGINEER LETTER i t ONLY UPON WRITTEN ORDERS, AND WILL BECOME AN E"TRA CHARGE OVER AND ABOVE THE ESTIMATE. ALL AGREEMENTS T®1 {•1P C NECESSARYINSURANCE. UPON STRIKES WORKERS S ARE FULLY BEYONDD Y VJORKMEN'S OCOt PENSSA ION INSURANCE. TO CARRY FIRE, TORNADO AND OTHER ✓1�/` 1 --.-PI (�1 CA1� -ADCO GARAGE DOORS WILL NOT BE RESPONSIBLE FOR DAMAGE �.� ���E'� F] CREDIT °'� RESULTING FROM REMOVAL OF EXISTING TRIM. MINOR SCUFFS OR SCRATCHES IN THE FINISH ARE NOT DEFECTS AND MAY REQUIRED TOUCH UP CHECK 4 TO PROTECT AND MAINTAIN MANUFACTURER'S WARRANTY gEQ;iS OF PAPP �Gi•d'e': A 505' DEPOSIT IS DUE UPON ACCEPTANCE OF PROPOSAL, THE BALANCE IS DUE C.O.D UPON INSTALLATION NOT INSPECTION (X) (INITIAL REDUIRED) FdS2AZ @NSPt=CTP©N WIT Fl Yr3Uk' CITY uLiiP-p3�;G DEPARTMENT IS REGUMED & SOLELY THE RESYONSIBILI IV f7r l'id= I-lOi;iEOL'dfiER T fl GIVE f'1CCFS5 TO GARAGE FOR CHARGE Of10N ID FOR IN 30 DAYS AFTER INSTALLATION \YTHOUT RECOURSE FOR DAMAGE T07HE 6UIlDING OR ANY OF ff5 PART= IPI NOT IN STOCK WE AP.E TO RETAIN TITLE TO AND POSSESSION OF Al MATERIALS FURNISHED BY US UNDER 7ERM5 OF THIS CONTRACT UP7TIL FINAL PAYMENT SHALL HAVE BEEN F1ADE THE RIGHT IS SFECIFlCt+LLV RESERVED 6Y T� 15 & CONDR10h'S' ACC9''TAIJCE OF THIS FFiOPOSAI/INVOICE SHAL CONSTRUE A CONORIONAL SALES CONTRACT. IF CAhICFIlED R IS UNDERSTOOD 6Y THE PURCHASER THERE -'E BE SOS NET.U-IJCELLATI NY a-IARGE Al SPECIAL ORDERS N _�7O REMOVE FROM 7HE FREMI5:5 MATERIALS NOT COMPLETELY PA E" I_ BE THE SELLER AND GRANTED BY THE PUN Co �" THIS AGREEFi9NT, SUCH LEGAL FE S A.:D (; STS, INCLUDING PRE -LITIGATION CORRESPONDENCE. LITIGATO 0' �5 AND FEES INVOKED IN AN APPEAL IF NECESSARY, S PROGRESS. NO EMRY SHALL e NSIDERED A 1 r:SPPSS. APJ E.FRESS MECHANICS LIEN IS HEREBY APPLIED UNTIL PAYh1ENT IS RECEIVED FULL THE UNDERSIGNED ACKNOW<—EDGES THAT SHOULD THE SERVICE OF LEGAL COUYS a:oUIRED TO ENFORCE hW T�nMS OR PROVISION �,`�oucn Rv THF LAV:SOFTHy'STAT'EIOF �'_ORIC5 WLTH VENUELYIr,_GIN t;IA171-DADSORBROWARD COUNTY, f' 11/4 s` NOTE: THIS PROPOSAL MAY BE WITHDRAWN IN BY US IF NOT ACCEPTED WITHIN 60 DAPS ;�•,,I"m-y3 A9�d'1 �lcsPlRfi�t�� _�T c --c THE ABOVE PRICES, SPECIFICATION AND CO DITinNqLep HEREBY ACCEPTED. YOU ARE AUTHo RI7ED TO DO THE WORK SPECIFIED. PAYMENT WILL BE MADE AS OUTLINED ABOVE DATEvw ci .� C'ii''tZ;cC;toI:. �. OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-6530 Property Address: 373 NE 91 ST Miami Shores, FL 33138-3129 Owner ARCA INTERNATIONAL GROUP LLC Mailing Address 333 SE 2 AVE STE 2530 MIAMI, FL 33131 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area 3,209 Sq. Ft Living Area 2,169 Sq. Ft Adjusted Area 2,609 Sq.Ft Lot Size 12,800 Sq. Ft Year Built 1955 Assessment Information Year 2018 2017 2016 Land Value $383,743 $383,743 $320,290 Building Value $181,586 $181,586 $181,586 XF Value $650 $660 $670 Market Value $565,979 $565,989 $502,546 Assessed Value $565,979 $552,800 $502,546 Benefits Information Benefit Type 2018 2017 2016 Non -Homestead Cap Assessment Reduction 1 $13,189 Taxable Value Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 21 & 22 BLK 48 LOT SIZE 100.000 X 128 OR 21217-1334 0403 1 COC 23888-0815 09 2005 1 Generated On : 6/4/2019 Taxable Value Information Previous 2018 2017 2016 County Exemption Value $0 $0 $0 Taxable Value $565,979 $552,800 $502,546 School Board Exemption Value $0 $0 $0 Taxable Value $565,979 $565,989 $502,546 C ity Exemption Value $0 $0 $0 Taxable Value 1 $565,979 $552,800 $502,546 Regional Exemption Value $0 $0 $0 Taxable Value 1 $565,979 $552,800 $502,546 Sales Information Previous OR Book - Price Qualification Description Sale Pae 9 31325- Federal, state or local government 02/07/2019 $493,100 1093 agency 23888 09/01/2005 $535,000 Sales which are qualified 0815 22525- Sales which are disqualified as a result 07/01/2004 $0 2455 of examination of the deed 22112 02/01/2004 $410,000 Sales which are qualified 4690 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: Florida Department of Stale . rg )�/ ra//ff'J�r! y�J�ejy ii1 f�!t)lflfl '.S+ii�ii� Department of State / Division of Corporations / Search Records / Detail By Document Number / Detail by Entity Name Florida Limited Liability Company ARCA INTERNATIONAL GROUP, LLC Filing Information Document Number L14000152212 FEI/EIN Number 47-2316519 Date Filed 09/29/2014 State FL Status ACTIVE Last Event LC AMENDMENT Event Date Filed 11/05/2014 Event Effective Date NONE Principal Address 333 SE 2 AVE SUITE 2530 MIAMI, FL 33131 Changed: 03/05/2018 Mailinq Address 333 SE 2 AVE SUITE 2530 MIAMI, FL 33131 Reaistered Aaent Name & Address ANTELO, EMILIO 333 SE 2 AVE SUITE 2530 MIAMI, FL 33131 Name Changed: 03/05/2018 Authorized Person(s) Detail Name & Address Title Authorized Member Gonzalez Ocque, Miguel A 333 SE 2 AVE SUITE 2530 MIAMI, FL 33131 Title Authorized Member ANTELO, EMILIO DIVISION OF CORPORATIONS 333 SE 2 AVE SUITE 2530 MIAMI, FL 33131 Title Manager GONZALEZ OCQUE, MIGUELA 333 SE 2 AVE SUITE 2530 MIAMI, FL 33131 Title MANAGER ANTELO, EMILIO 333 SE 2 AVE SUITE 2530 MIAMI, FL 33131 Annual Reports Report Year Filed Date 2017 01/09/2017 2018 03/05/2018 2019 02/07/2019 Document Images 02/07/2019 --ANNUAL REPORT View image in PDF format 03/05/2018 -- ANNUAL REPORT View image in PDF format 01/09/2017 —ANNUAL REPORT View image in PDF format 03/16/2016 — ANNUAL REPORT View image in PDF format 02/24/2015 — ANNUAL REPORT View image in PDF format 11/05/2014 -- LC Amendment View image in PDF format 09/29/2014 -- Florida Limited Liability View image in PDF format Florida Department of State, Division of Corporations erENMG LL:.f�?V3ti PRO UCiACCUPTANCE. NJ[v:BERFSG PRODUCT APPROVAL DESb3N FR'ESS, RAT!NG P,EQD. FOR SPECK OPEN. G?EWNG SEES (-) PSF I {�) FS:= I - L%di��'r1Y. I HEIG;iT �REa7f3 SQFEET ►c►� I� �$ ILla I1-3, C>P, RECEIVED JU 2 6 2019 Ws _ d� (I q licres ViM ge BY DATE ,,yoMV'G SLP+ l - vS 1,\,.(,F WITH ALL F{_ ��;�A{. i y ;! 1L( :; Afdf� fel ('QUI A IlC)NS O O CO N Pi O O Florida Building Code Garage Door Windload Design Pressures Report # DPR-190613-A-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: Javier Zayas� p'iTerZ L U ��1 G� e 373 NE 91 Street Miami Shores, FL 33131, Miami -Dade County Garage Opening Size: 160" x 7'0" Mean Roof Height: Less than 15' Measured Minimum Building Dimension: 40' 0" Roof Slope: Not provided (gs�e.g�eater than 1U degr2tj••• Measurement of Nearest Garage Door Opening to Building Corner: 2' 1" Positive Design Load: +34.5 PSF (see page 2) Negative Design Load: -38.4 PSF (see page R� • The following Clopay Building Products Company Doors meet the requirements for the stated loads: Clopay Model 84A/94/98/4FW6T, 167' x 7'0", Approval # 17-1016.13, Dwg # 104753, Windload Capacity: +38/42 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. 6/13/2019 `%0I I I I I LI J i 1I ^( H /t9/4 O . �* • No 63286 : *� r � r • . X Z TA ' lU " Scott Hamilton, P.E'.,���;•.,•....R p?;���`.` "86 P.E. License % �isS,�NA 8585 Duke Blvd.Florida � Mason, OH 45040 (513) 770- 4800 6/13/2019 Florida Building Code Garage Door Windload Design Pressures ' R Page 2 of 2 - Retrofit Calculations for the Designated Door for Javier Zayas 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' 4. Building plan and front elevation indicating the designated retrol it door opening: Plan Design per SEI/ASCE 7-10 ALLOWABLE STRESS DESIGN Report # DPRA 90613-A-01 • 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). 0 • 3• Exposure category = Exposure C; velocity pressure coefficient Kz = 0.85 for Less than 15' 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)*(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 14.08 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 W= 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)*(0.848884152077903)*(1)*(0.85)*(135.5^2)= 33.91 PSF 9. Design pressure, p = qz*(GCp - GCpi). Positive design pressure: p = (33.91)*(0.8356 + 0.18) = 34.44 PSF. Negative design pressure for Zone 4: p = (33.91)*( -0.9356 - 0.18) = -37.83 PSF. Negative design pressure for Zone 5: p = (33.91)*( -1.0711 - 0.18) = -42.43 PSF. ��� HAA4/4� Since 88% of the door is in Zone 4, an0 od 12% of the door is in Zone 5, the weighted average is: .` • O \C•E N S�. (-37.83) (88 /o) + (-42.43) (12 /o) = -38.38 PSF. Rounding up to the nearest tenth, the final design loads are 6/13/2019 +34.5 PSF and -3 . PSF. r No 63286 Scott Hamilton, : G= Z Florida P.E. License No. 63286 STATE OF 441� .. 8585 Duke Blvd. ''��� • �L O R , O P Q\ Mason, OH 45040 1�, ,��iSS10NA11- (513) 770-4800 M IAM 1 -RADE 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 DINIISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) w�vw:miamidaae.a°v�ec°"omv .�.�_ Clopay Building Products Company 8585 Duke Boulevard Mason, OH 45040*000 • SCOPE: 0 0• This NOA is being issued under the applicable rules and regulations governing the use of4cous!;Wmo tion t.reials. The documentation submitted has been reviewed and accepted by Miami -Dade County RFR-Pr"14 antrol Si: Pon- to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdictiop44u). 0 This NOA shall not be valid after the expiration date stated below. The Miami -bade Count):ProtuCt Control Section (In • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve theright to have tAspptvduct or material tested for quality assurance purposes. If this product or material fails to performiaxlle Dccepte�d ni nner, the;....; manufacturer will incur the expense of such testis and the AHJ may immediate) revoke, mod' or sus nd t�i� use of • p g y Y �.-dt . such product or material within their jurisdiction. RE 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" Steel Pan W6 DP38 Sectional Garage Door tip to 16'-2" Wide w/ Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 104753, titled "2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, with revision 02 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 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 0 15-0225.09 and consists of this page I and evidence pages E -I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. r NOA No 17-1016.13 ML Mi•DAD: courmr Expiration Date: February 14, 2023 F_Gj�B��)7 Approval Date: December 14, 2017 Page 1 Clopay .Building Products Comnanv NOTICE OF ACCEPTANCE: EE'IDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's 9999 • • • � 9999 9999.. A. DRAWINGS ".Submitted under IVOA # 15-022-5.09 • • 9 9 9 9 • • 1.. Drawing No. 104753, titled "Z -Steel Pan Doors", sheets 1 thrAghp of 3, dated : ; • 11/20/20121, with revision 01 dated 2/2015, prepared by Clopa .8izil�Mng Products • • • • Company, signed and sealed by Scott Hamilton, P.E. :10 00 •• • •• 9999. 90.00. 900 • 9999. B. TESTS "Submitted under X0A # 1-2-1204.11 " • • • • '..'9 1. Test reports on 1 t orr ) Uniis Stati; .A - Pressure Test, Loading pCi' FK- TAS 20 494 • • 2) Targe Missile impact Test per FBC, TAS 201-94 ' ; • • •, • • • ..:. 3) Cyclic Grind Pressure Loading per FBC, T.AS•,7.@_ 94 � • • ; • • • • 4) Forced Entry Test, per FBC, TAS 202-94 • • ; • ' 5) Tensile Test per ASPIN4 E8 along with marked -up drawings and installation diagram of 18'27x 8'. 27ga steel garage door Model 4300W8 with windows, prepared by American Test i..ab, inc., Test Revort Nov ATLNC 1015:01-11 dated 11/13/2012. signed and sealed by David -W. Johnson, P.E. 2. Test report or, Salt Spray per ASTM B 117 of painted G40 galvanized coated panels, prepared by Stork Materials Technology, Test Report No. 301610-04-613365, dated 01/26/2005, signed by John D. Lee, P F. 41 CALCLLATIONS "Submitted ender X0A # 12-1204.11 " 1. Jamb anchor calculations prepared by Clopay Building, Products Company, dated 11/1912012, signed and'sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MI ATERLAL CERTIFICATIONS 1.. Notice of Acceptance No. 13-0717.01 issued to SAB1C Innovative Plastics for their Lexan Polycarbonate Sheet Products; approved on 11/28112013, expiring on 07/17/2018. F. STATEKE, NTS "Submitted under &I # 15-02?5 09" 1. Statement letter of code conformance ti dth the 2010 and the 5' edition (2014) FBC issued by Clopay Building Products Company, dated 02/18/2015, signed and sealed by Scott Hamilton. P.E. aA l7,Dgf2017 'arlo' s NL Utrera. P.E. Product Control Examiner NOA leo 17-1016..13 Expiration Date: February 14, 2023 Approv2l Date: December 14, 2017 E-1 Clopav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE St?BAiiTTF.D F. STATEMENTS (CONTINUE) .... 2. Statement letters of code conformance to 2010 FBC and no finaticial.interest, lied by Clopay Building Products Company, dated 11/21/2012, signed-. cJseal ed.byScott Hamilton. P.E. "Submitted under N0t1 # 12-1204.11 " 099VO• • • ...... 2. NEW EVIDENCE SUBMITTED .... .. • • ...... .... .. .. •• • A. DRAWINGS :04• 1. Drawing No. 104753, titled "2" Steel Pan Doors", sheets 1, through 3 :vf �,. dated • • • :. 11/20/2012, with revision 02 dated 7/2017, prepared by GripAq j3uilding Product$....; 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. 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 611 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. / °3! Zarb Carlos M. Utrera, P.E. Product Control. Examiner NOA No 17-1616.13 Expiration Date: February 14, 2023 Approval Date: December 14, 2017 E-2 4 MODELS24 GA SHORT 24 GA FLUSH CLOPAY 84A, 94 98 HOLKES 48, 488 -- ( r !DEAL 4RST 4F D C 3 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG -L -LOC (TOP & BTM) AND UP.ETANNE ADHESIVE (ALONG CENTER). 2 SHEET - 1 'F 3 REVISIONS OPTIONAL ROW OF IMPACT -RESISTANT GLAZING. IMPACT-RL5ISIANI. U :IVN — GLAZING IS GE LDM SLX2432T, MAX. GLAZING SIZE IS 18-1/2' x 11". GLAZING IS INJECTION MOLDED ^E LEXAN IBC/FBC 2606. SLX2432T, AN APPROVED CC2 PLASTIC IN THE ENITRE DOOR ASSEMBLY INS WIND LOAD REQUIREMENTS OF h ACCORDANCE WITH IBC/FBC 2606- COOE AND IS LARGE- AND SMAL SEE SECTION B -B FOR ASSEMBLY DETAILS. (GLAZING SHOWN IN INTERMEDIATE SECTION.) THE FIFTH EDITION FBC, AND THE C• A DESIGN ENGINEER: !SCOTT HAMILTON, P.E. 4 I 3 0 E SHEET TWO) E SHEET TWO) ST. ES ATTACHED TO WITH PATENTED SYSTEM (TOP, BOTTOM & TACHED TO TOP AND WITH PATENTED SYSTEM. LOCKING )RACKETS USED AS BRACKET. £R CARRIER (P/N D WITH 3' TRACK. SLIDE BOLT LOCK ENGAGES INTO ENDVERTICAL TRACK. STILE. ONE LOCK ON EACH SIDE OF OUTSIDE DOOR. KFYED HANDLE. INSIDE SLIDE BOLT LOCK OPTION. DESCRIPTION COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC. TION: WITH 0?TIONAL IMPACT -RESISTANT GLAZING ARE MOLDED POLYCARBONATE FRONT FRAME AND ^7 aROVED CC2 PLASTIC IN ACCORDANCE WITH IN COMPLIANCE WTi THIS SECTION MEETS THE ;IDA, BUILDING CODE AND INTERNATIONAL BUILDING LE IMPACT RESISTANT. GLAZING SHOWN IN TOP SECTION. FF =��= "9=11 III ll�_ SNAP LA -CH ENOyAGES END ONTO VERTICAL 7FACK. STILE. ONE SNAP LATH ON EACH SIDE OF POOR. p OUTSIDE B HANDLE LOCK BAR END ENGAGES IN .� TRACK ON EACH SIDE OF DOOR. INSIDE HANDLE IDS KEYED LOCK WITH OUTSIOP KETEO LOCK WRH .r^., n^v Henna LOCK BAR LOCKING THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2010 FBC, THE FIFTH EDITION FBC, AND THE SIXTH EQn" I" • • • • I • • • • • • • • • L4 • P )ESIu,.„ • • PART NO.: N/A A RODUCT REVISED sme • • ��.••1•��� • •695 L�Ye Boub.eN VINDLCAO RATING s comp)yI with the Florida ulldinp Codi TOL6RI►NCEs •.• ■•y+••� �twon, OH 457.0 USA IpI, riO. SI? T7C-Aecq to 673'770 4855 \ / C P 3 8 �/1/ o OA -No. 17-1016.13 0 = t.os .DO -.015 9 A^� m DESCRIPTION:; 2' STEEL PAN DOORS (SEE TABLE FOR MODELS) xpirotion 02!14!2023 H1rt y� qQQQR 9•Tca =/T ZE 1Jue Product ontro U SNsed 0 niinacnrs.• �DR NC.� 04753 2 •• • �a •• ... . . . . ... . D G C_ B 01 4 MODELS 24 GA SHORT 24 GA FLUSH CLDPAY 84A, 94 98 HOLMES 48, 48B IDEAL 4RST 4F I IN 2OF3 TYPE �J ■ 24 GA. (0.022' MIN. THICK, 33.4 KSI MIN. YIELD) DDS STEEL EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS I 4"— 4-7/ L VIEW "D" 4° TALL TAPER STRUT. 0.057" MIN. GALV. STEEL 50 KSI. MIN. I REVISIONS ):; DESCRIPTION SEE REVISION HISTORY ON SHEET 1. 2- THICK I 1® (2) 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'x1/2" BOLTS AND NUTS PER BRACKET. 14 GA. MIN. GALV. ROLLER HINGE. EACH C` HINGE FASTENED TO END STILES W/(4) #14x5/8' SHEET METAL AND (2) 1/4'x3/4" SELF TAPPING SCREWS. SEE VIEW "S'. 1 ONE 4" T -STRUT PER SECTION. (SEE VIEW "0") EACH T -STRUT ATTACHED AT EACH '""D", EACH LOCATION WITH (2) 1/4'x3/4" SELF TAPPING SCREWS. 119 • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED T I AT LEAST AS HIGH AS THE DOOR OPENING. v 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. TRACHED WITH (2) #14x5/8" SHEET METAL (DESIGN ENGINEER, SCDTT HAMILTON, P.E. 0 PRODUCT REVISEDR' as eomplVing with the Florida ,ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. BoA-m. Code #14x5/8" SHEET METAL SCREWS NOA�Io. 17-1016.13 SECTION q -q (SIDE VIEW)_ O Expiration y e 02/14/2023 I O BY I O O O MISMi-Daflo ProdMCt Control• • • • • • • • • • • 4' SELF • • • I. �• • TAPPING SCREWS. 14 GA END HINGES 18 GA (MIN) INTERMEDIATE HIND-- JAMB TO SUPPORTING STRUCTURE ATTACHMENT HORIZONTAL (TOP) JAMB r (NO LOAD FROM DOOR) I N0 THE LOAD FROM TRE DOOR IS TRANSFERRED TO HE TRACK AND THEN FROM THE TRACK TO A 1. ALL THE 2.6 VERTICAL SYP (GRADE 12 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS ' • • • 8685 Dake B.Amrd x j��o'°N"�' djN D-NJBsppa mdxL, Tbx M:1,3 T70 1657 TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. mum -I: VIEW "Bo_ 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF .304 LB & -336 LB. PER LINEAR DRAWN BY: 5H DATE 11/19/1SCALE: Nis FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NCT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FASTENER TYPE FLUSH MOUNTING SJRFACE. 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS SDI USD IN THE CALCULATION OF ALLOWABLE 3 2 .. { • LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. WOOD FRAMEBUILDINGS STUD WALLS DF DOOR OPAR SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 24 PRESSURE MAX. O.C. TREATED SP (GRADE 12 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PST . . . NOMINAL EXTREME FIBER STRESS IN BENDING (Fb) FOR DOORS UP TO 8'0' HIGH OR (4) 2x6 . . . PRESSURE TREATED SYP (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN • ... •• . 1200 PSI NOMINAL EXTREME FIBER STRESS IN SENDING (Fb) FOR DOORS UP TO IWO' HIGH. SND . • . WALLS To BE C097M US FROM FOOTING TO TIE BEAMS_ zxe VERTICAL JAMB @LOCK WALL OR CONCR Er 2x6 SYP CRADE 2 OR BETTER WOOD .:AMB SHALL BE ANCHORED TO CROLT RONFORCD BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BMS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS. ALL BARS . SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. . BLOCK WALLS DCONCRETE TO BE ENGINEER OR MCHFECT 0 RECORD AND INCCORDANCE WI WITH THE FLORIDA BUILD14C CODE. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 216 VERTICAL JAMBS OR SUPPORTING STRICTURE) _^ TYPE �J ■ 24 GA. (0.022' MIN. THICK, 33.4 KSI MIN. YIELD) DDS STEEL EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP LAP JOINTS I 4"— 4-7/ L VIEW "D" 4° TALL TAPER STRUT. 0.057" MIN. GALV. STEEL 50 KSI. MIN. I REVISIONS ):; DESCRIPTION SEE REVISION HISTORY ON SHEET 1. 2- THICK I 1® (2) 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'x1/2" BOLTS AND NUTS PER BRACKET. 14 GA. MIN. GALV. ROLLER HINGE. EACH C` HINGE FASTENED TO END STILES W/(4) #14x5/8' SHEET METAL AND (2) 1/4'x3/4" SELF TAPPING SCREWS. SEE VIEW "S'. 1 ONE 4" T -STRUT PER SECTION. (SEE VIEW "0") EACH T -STRUT ATTACHED AT EACH '""D", EACH LOCATION WITH (2) 1/4'x3/4" SELF TAPPING SCREWS. 119 • FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE HIGHEST ANCHOR INSTALLED T I AT LEAST AS HIGH AS THE DOOR OPENING. v 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. TRACHED WITH (2) #14x5/8" SHEET METAL (DESIGN ENGINEER, SCDTT HAMILTON, P.E. 0 PRODUCT REVISEDR' as eomplVing with the Florida ,ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. BoA-m. Code #14x5/8" SHEET METAL SCREWS NOA�Io. 17-1016.13 SECTION q -q (SIDE VIEW)_ O Expiration y e 02/14/2023 I O BY I O O O MISMi-Daflo ProdMCt Control• • • • • • • • • • • 4' SELF • • • I. �• • TAPPING SCREWS. 14 GA END HINGES 18 GA (MIN) INTERMEDIATE HIND-- ESIGN • S: +aBj 7 S!FO & •-42q RiS.F. • PART NO.: N/A A Uewn Seete/ Olsen. TOLEmmi •y f AJ, .00 - f.015 000 _ f.DoS qqQqQ _ 3.00, J103114•/2' Ln sLa1d O1�eme. s Mr INCHES. ' • • • 8685 Dake B.Amrd x j��o'°N"�' djN D-NJBsppa mdxL, Tbx M:1,3 T70 1657 V [NDLOAD RATING J 1 P 3 8 1w'6"D mum -I: VIEW "Bo_ DESCRIP'10* 2" STEEL PAN DOORS (SEE TAB_ FOR MODELS) DRAWN BY: 5H DATE 11/19/1SCALE: Nis DW G.D SIZE j� CHECKE7" SH • DATEIII ,7/20/1 SHEET 2 OF 3 iWG• NO.:• D4753 • • • VER: MD 3 2 .. { • ... . . . . ... . . . . . . . . . . . • ... •• . •• . • . •• •• . . ... . • • C C:1' TRACK CONFIGURATION DO�H�O LEIS O��LBS�D 0 a B T O ' 6 t 7I ,\\JOWL )''Aa!/(jerrj iAA r *. o 63 8 A Z35'•STA1fEA F R I�P�`2�C ENGINEER, OLTON, P.E. REMSI NS 1 ): DESCR!PTI I SEE REVISION HISTORY ON SHEET 1. D STOP MOULDING BY DOOR INSALLM (TO SUIT). -16 GA GAILY. STEEL END STILE �16 S GA GALV, 1 EDOUBLE ENO STILE 20 GA MIN. CALV. STEEL LNTERM. STILE- 18 TILE18 GA. GALV. STEEL INTER. i HINGE FASTENED TO CENTER STILE W/(4) EACH 1)14x5/8' SHEET METAL SCREWS. L 7/16' I.D. ROUND PUSH NUT + FASTENER. t4 GA GALV, STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/9' r SHEET METAL SCREWTS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE li 2' DIA 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE 10' _ A cFC1ION C -C 3-1/2' LHR BRACKET (2-1/2' x 5-3/4' z 12GA) ,. PREPARATION OF ,AMRS BY OTHERS. ATTACHED WITH (2) 1/4' x 3/4SEL TAPPING NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE il,19 ENI, E UL y9 E)GO E%CO.NELU Tj4R�AT/�N, WIND LOAD RATING OF THIS DOOR DOORS BOO CENTER FRANC REQUIRED FOR /-DOORS OVER 8• HIGH. �i 1' DOOR OVERLAP (EACH SID 2x6 SYP WOOD JAMB. SEE S' GALV. TAPERED STM TRACK AND ANGLE TRACK 'JAMB PRCPARATON NOTE'. r >-TH,CKNESS: 0.101'. ANGIE TI1ICKNESS: 0.080. HORIZONTAL TRACK MIN. ANGLE DIMENSIONS 3-1/4' z 2-7/8'. SUPPORT BY DOOR INSTALLER (TO SUIT). , _VER'ICA�HORIZONTAL TRACK 14' MAXIMUM SPACING 3-1/4' x 2-7/8' MIN. x 0.080' TAPERED JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING ANGLE. SEE LAG BOLT MOUNTING BELOW. k NUTS FOR EACH TRACK. SLOT TO TPACK,JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 12' CENTERS. 0.101' THICK 3' GAIN. STEER. TRACK FASTENED II TOTAPERED ANGLE. TRACK ATTACHED TO �12' ON CENTER TAPERED ANGLE WITH ONE 1/4'0.5/6' BOLT a NUT AT EACH MOUHIING SLOT. IES' 34' NE. Y' TRACK BOLT AND NUT AT EACH PREPARATI MOUNTING SLOT LOCATION. OE DooR vERrcx 22' HEIGHT LENCD+ 7- 7 -ONE 5/16' x 1-5/8' LAC SCREW SPACED AT THE SAME 10' I _ DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2'. 10', 22, 34'. t - 1 46', ETC.). ADDITIONAL LAC SCREWS LOCATED AT 16', 28', h 3-1/2' i. ' -v 1 40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE ,Iry _. -0 18 vERTLCAL/HORIZONTAL TRACK JUNCTION. UN M`RENS. NOTE THAT LHR 8RACKETS ARE ALSO WfTII 'DOUBLE END STILE' AS SHOWN IN E) '"W'_ 4 1.�'' irCl.EyyR4 KLPW 3 2 MODELS 24 GA SHORT 24 GA FLUSH SHEET, 3 OF 3 `e CLOPAY 84A, 94 98 REV. NO.1 ZONE: DATE 02 1- HOLMES 48, 488 -- HINGE FASTENED TO CENTER IDEAL 4RST 4F PUSH NUT FASTENER. PRODUCT REVISED as Complying with the Florida14GA GALV. STEEL ROdFR HINGES FASTENED TO END Building Code ND,Ii' '.RACK CONFIGURATION ABOVE THE HORIZONTAL TRACK?' TRACK CONFIGURATION, . DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR 3' DIA. 8-1/2' LONG STEM BALL BEARING STEEL ROLLER. By DOORS UP TO 800 LBS. W.ND LOAD RATING OF THIS DOOR. INSTALLER (TO SUR). ' A ggta��t � Ote '"* TOLE1@/�)CE911- MCS � 5 ��ua � u DOOR COUNTERBALAVCE SYSTEM DOOR DOORS .IAMB OVFlGURATION UP TO 800 1E5. N+613-na4800 Bidr,t PnAuh Fm N0. S13 -TIDO -4853 W 6 D P 3 8 13 G4 GALV. STEEL FLAG BRACKET ATTACHED TO HEIGHT I' DOOR OVERLAP (EACH SIOF) DESCRIPTION: 2' STEEL PAN DOORS (SEE TABLE FOR MODELS) .000 - t.005 •U•0♦ 01 JA MB WITH (3) 5/16' X 1-5/6' LPC SCREWS 7 _ DWG. Chi ;SCE SH •i 'E:•11/20/1 SHEET 3 OF 3 1 1 AND TO TRACK WITH (2) 1/4' RNETS. _ 2x6 SYP WOOD JAMS. SEE } . ',JAMS PREPARATION NOTE'. • VER: MD �V NO.:' 104753 • • • • - z AS ROD: SPACING NTE 14' O.C. _6• 2-1/2' X 12 GA GALV. STEEL TO J g 63' 2' GALV. STEEL TRACK, 1 __ TRACK BRACKETS FASTENED WOOD JA14D5 WITH 5/6' X 1-5/8' 2552 TRACK THICKNESS: 0.083'._ 1ED LAG SCREWS NOT TO EXCEED 14' / 6 ON -CENTER. MIN. OF (9) LAG 50' _ SCREWS REQUIRPER JAMB.J 2' GALV. STEEL TRACK FASTENED TO TYP. 2-1/2' X 12 GA GALV. - 12 GA GALv STEEL TRACK BRACKETS £ yr21 STEEL TRACK 9RACKETS, WITH EITHER (2) 1/4' DIA RNETS OR (1) 1/4' X 5/8' BOLT 6: NUT ACR AT -ACHED 10 JAMS WITH (1) _ TRACK BRACKET. 5/16' X 1-5/8' LAG SCREW PER4 - TRACK BRACKET. _ C:1' TRACK CONFIGURATION DO�H�O LEIS O��LBS�D 0 a B T O ' 6 t 7I ,\\JOWL )''Aa!/(jerrj iAA r *. o 63 8 A Z35'•STA1fEA F R I�P�`2�C ENGINEER, OLTON, P.E. REMSI NS 1 ): DESCR!PTI I SEE REVISION HISTORY ON SHEET 1. D STOP MOULDING BY DOOR INSALLM (TO SUIT). -16 GA GAILY. STEEL END STILE �16 S GA GALV, 1 EDOUBLE ENO STILE 20 GA MIN. CALV. STEEL LNTERM. STILE- 18 TILE18 GA. GALV. STEEL INTER. i HINGE FASTENED TO CENTER STILE W/(4) EACH 1)14x5/8' SHEET METAL SCREWS. L 7/16' I.D. ROUND PUSH NUT + FASTENER. t4 GA GALV, STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH #14x5/9' r SHEET METAL SCREWTS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE li 2' DIA 7-1/2' LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE 10' _ A cFC1ION C -C 3-1/2' LHR BRACKET (2-1/2' x 5-3/4' z 12GA) ,. PREPARATION OF ,AMRS BY OTHERS. ATTACHED WITH (2) 1/4' x 3/4SEL TAPPING NOTE: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE il,19 ENI, E UL y9 E)GO E%CO.NELU Tj4R�AT/�N, WIND LOAD RATING OF THIS DOOR DOORS BOO CENTER FRANC REQUIRED FOR /-DOORS OVER 8• HIGH. �i 1' DOOR OVERLAP (EACH SID 2x6 SYP WOOD JAMB. SEE S' GALV. TAPERED STM TRACK AND ANGLE TRACK 'JAMB PRCPARATON NOTE'. r >-TH,CKNESS: 0.101'. ANGIE TI1ICKNESS: 0.080. HORIZONTAL TRACK MIN. ANGLE DIMENSIONS 3-1/4' z 2-7/8'. SUPPORT BY DOOR INSTALLER (TO SUIT). , _VER'ICA�HORIZONTAL TRACK 14' MAXIMUM SPACING 3-1/4' x 2-7/8' MIN. x 0.080' TAPERED JUNCTION. TWO 1/4' BOLTS FROM LAST MOUNTING ANGLE. SEE LAG BOLT MOUNTING BELOW. k NUTS FOR EACH TRACK. SLOT TO TPACK,JUNCTION ADDITIONAL MOUNTING SLOTS SPACED AT 12' CENTERS. 0.101' THICK 3' GAIN. STEER. TRACK FASTENED II TOTAPERED ANGLE. TRACK ATTACHED TO �12' ON CENTER TAPERED ANGLE WITH ONE 1/4'0.5/6' BOLT a NUT AT EACH MOUHIING SLOT. IES' 34' NE. Y' TRACK BOLT AND NUT AT EACH PREPARATI MOUNTING SLOT LOCATION. OE DooR vERrcx 22' HEIGHT LENCD+ 7- 7 -ONE 5/16' x 1-5/8' LAC SCREW SPACED AT THE SAME 10' I _ DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2'. 10', 22, 34'. t - 1 46', ETC.). ADDITIONAL LAC SCREWS LOCATED AT 16', 28', h 3-1/2' i. ' -v 1 40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVE ,Iry _. -0 18 vERTLCAL/HORIZONTAL TRACK JUNCTION. UN M`RENS. NOTE THAT LHR 8RACKETS ARE ALSO WfTII 'DOUBLE END STILE' AS SHOWN IN E) '"W'_ •• 1.�'' irCl.EyyR4 KLPW KEET HEl►LlW 1►H. Ff� ��i.�-1P0► O�t�1LZW��'.Qi1 OP Ota,(AVAIL. FDR 90TH 2 AND 3- TRACK)HORIZONTAL 4 SOP MOULDING BY DOOR INSTALLER (TO SUR). 16 CA GALV. STEEL END STILE 18 GA GALV. STEEL DOUBLE END STAE 20 C0. MIN. GALV. STEEL INTUW. STILE ' -� 18 CA GALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W/(4) EACH 1(14x5/B' 7/16 LAND SHEET METAL SCREWS. PUSH NUT FASTENER. PRODUCT REVISED as Complying with the Florida14GA GALV. STEEL ROdFR HINGES FASTENED TO END Building Code STILES W/(4) EACH %144/8• SHEET METAL SCREWS ,0A -No. 17-1016.13 AND (2) 1/4' SELF TAPING SCREWS PER END HINGE. . 1 Expiration Dat 0211412023 ... 3' DIA. 8-1/2' LONG STEM BALL BEARING STEEL ROLLER. By qFCTION49d: • • • • • Miam a roduet Control •i ON QC ,LAMBS RY lTH�2S. • • ! • • • • • • •-*421• • PART NO.: N/A SIGN LCOS: +381 . F k ' A ggta��t � Ote '"* TOLE1@/�)CE911- MCS � 5 ��ua � u VINDLOAD RATING N+613-na4800 Bidr,t PnAuh Fm N0. S13 -TIDO -4853 W 6 D P 3 8 O - ±.C31 .00 - 1.015 DESCRIPTION: 2' STEEL PAN DOORS (SEE TABLE FOR MODELS) .000 - t.005 •U•0♦ 01 DRAWN BY: ISH DATE: 11/19/12,SCALE: NTS DWG. Chi ;SCE SH •i 'E:•11/20/1 SHEET 3 OF 3 SIZE •e9Yxa - tf/2' Alrnm.e ola.M.• I•i5Ig3 ARE w • VER: MD �V NO.:' 104753 • • • • I 3 2 •• 1 4 ... . . . ... .