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WS-14-79Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 205808 Scheduled Inspection Date: February 25, 2014 Inspector: Rodriguez, Jorge Owner: KOTALIK, KENNY Job Address: 950 NE 100 Street Miami Shores, FL 33138- Project: <NONE> Contractor: MARKO DOOR PRODUCTS Permit Number: WS- 1 -14 -79 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060340200 Phone: (954)587 -1011 suilaing Department comments INSTALL HOME OWNERS 2 -10X7 GARAGE DOORS. I Passed Comments INNSPECSPEC TOR COMMENTS False February 24, 2014 For Inspections please call: (305)762 -4949 Page 18 of 42 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 24, 2014 For Inspections please call: (305)762 -4949 Page 18 of 42 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING -3Q _ 8 fAM I f '06 n FBC 20 10 Permit No. I Master Permit No. lr� 5' L —1 1 ROOFING JOB ADDRESS:_ 950 N.E. 100 ST. City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel #: 11- 3206 - 034 -0200 Is the Building Historically Designated: Yes NO X Flood Zone: OWNER: Name (Fee Simple Titleholder): KENNY B. KOTALIK Phone#: 305- 345 -1185 Address: 950 N.E. 100 ST. City: _MIAMI SHORES State: FL. Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: MARKO DOOR PRODUCTS Address: 5320 ST. RD. 84 City: DAVIE State: FL. 954 - 587 -1011 33314 Qualifier Name: RONALD M. PERRY Phone#: 954 - 587 -1011 State Certification or Registration #: N/A Certificate of Competency #: 05BS00698 Contact Phone #: 954 - 587 -1011 DESIGNER: Architect/Engineer: N/A Address: markodoor. eom Value of Work for this Permit: $ 11100.00 Square/Linear Footage of Work: Type of Work: ❑Addition [Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: INSTALL HOMEOWNER'S 2-10'2" x 7' GARAGE DOORS Color thru tile: �x�xx����xm: xx�x���x���xu��xx����xm�x�x�x��x�x��x�x�x�x�x�x����xFeesm�x�x�x�x�xx��x�xm�x�x��x��xx��x��xm��x�x�x�a�x��xx��n�x��x��a���x •xa•�x�x�x Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 1. Bonding Company's Name (if applicable) Bonding Company's Address City State N/A Mortgage Lender's Name (if applicable) N/A 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must ;such posted 7tice, for the first inspection which occurs seven (7) days after the building permit is issued. I absence of std inspection will of be approved and a reinspec , on fee ill be charged. Signature Signature �ner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this, day of , 20 1 y , by M W i 16 day of all " , 20 XS, by R a�na� M • ��� who is personally known to me or who has produced who ' personally known me or who has produced As identification and who did take an oath. NOTA Y Sian: "4l Print: Ri ,NATHALIE ANNE FERNAND! My Commission Exp o` ���� Commission # FF 42370 My Commission Expires �!�� @° August 04, 2017 :r•���x���a�x���xsa�xx�x���xa ,,, ., : :� � �x���1���x�x��x�x�x�x��xsa�x���x��x��s <�x APPROVED BY !/! Plans Examiner f Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) identification and who did take an oath. NOTARY PUBLIC: Sign: Print: t►sr °� . . My Commission Ex * WCMIftM #FF=n EXPIRES: Iq I''�OW RauBt Noterq�SeraNxs Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. i-"- COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. %/ COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: AUSTIN PERRY INC. DBA MARKO DOOR PRODUCTS BUSINESS ADDRESS: 5320 ST. RD. 84 CITY DAVIE STATE FT— ZIP CODE 33314 BUSINESS PHONE: (-2.54 ) 587 -1011 CELL PHONE ( 954 ) 495 -7804 QUALIFIER'S LIC NUMBER: 05BS00698 E -MAIL ADDRESS (IF APPLICABLE): Created on 3119109 BY MLDV I RV 3126109 MLDV FAX NUMBER L2.54-J87-4588 QUALIFIER'S NAME: RONALD M. PERRY CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 05BS00698 USTIN PERRY INC. D.B.A.: MARKO DOOR PRODUCTS PERRY RONALD M. Is certified under the provisions of Chapter 10 of Miami -Dade County QUALIFYING TRADE(S) 0022 GARAGE & INDUS DOOR fhoi&$ WM rP.E. $eCRhry dt110 BOVO � wwr.rtYaniO�Le.poHCMioA� Municipal Contractor`s Tax Receipt Miami -Dade County, State of Florida — THISIS NOT A BILL —00 NOT PAY C'C NO: 056500698 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES MWO DOOR PRODUCTS NEWBUSINESS SEPTEMBER 30, 2014 DOING BUS IN DADE GO 7444598 Must MIAMI, FL 33000 33000 _`� be displayed at playa of business Pursuant to County Coda Chapter SA — Art. 9 & 10 OWNER TYPE OF BUSINESS PAYMENT RECEIVED AS11 PERRY INC SPEC1ALIY BUILDING CONTRACTOR BY TAX COLLECTOR 175.00 02/07/2014 022414-003647 noFor mom isfirmadoa,vieitvwann oiaiaRlada goaftazyolleetor P Local Business Tax Receipt Miami —Dade County, State of Florida -THIS IS NOT A BILL - 00 NOT PAY 5545232 BUSINESS NAMEILOCATION MARKO DOOR PRODUCTS DOING BUS IN DADE CO MIAMI, FL 33000 RECEi" No. EXPIRES IMNEWAL SEPTEMBER 30, 2014 3785739 Must be displayed at place of business Pursuant to County Cade Chapter $A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS AUSTIN PERRY INC 196 SPECIALTY BUILDING BY PAYMENT RECEIVED TAX COLLECTOR CONTRACTOR 75,00 09/25/2013 Worker(s) 10 056500698 0224 -13- 001290 This Local Business Tax Receipt only can6tms payment of the Local Business Tax. The Receipt is note license. Permit or a certifh:atlon of the b0ld0es gaaiifieations, to do business, NOWer must amply with any govommcaml or ncngovemmeatal regulatory laws and regaboamms which apply to the imebmse. The RECEIPT NO. above must be displayed on all commercial vebidos - Miemi -Dade Code Sea 8a-M Mu For more informatian, visit www_miamtdade_gov/tax 2Ugctor MARKO -5 OP ID: MU CERTIFICATE OF LIABILITY INSURANCE DATo9112D/YYYY) 09/12/13 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 'PHIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED PRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. - ..PORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Brown & Brown of Florida, Inc. 1201 W Cypress Creek Rd # 130 P.O. Box 5727 Ft. Lauderdale, FL 33310 -5727 Ryan Gudaltls INSURED Austin Perry Inc DBA Marko Door Products 5320 State Road 84 Bay 11 Davie, FL 33314 INSURER A: FFVA Mutual Insurance Co. INSURER B: FCCI Commercial Ins Co INSURER C: INSURER 0: 0385 toUVCKAUr_s GtK I RIGA I It NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ! TYPE OF INSURANCE DDL R POLICY EFF POLIC EXP LIMITS TR POUCY NUMBER IPWOU06 YY1 Y MM/DD GENERAL LIABILITY EACH OCCURRENCE I $ 1,000,000 04/15/13 04/15/14 D 100 PREMISES (Ea occurrence $ ,00 B ` COMMERCIAL GENERAL CE t X� OCCUR GL0015230 MED EXP (Any one person) _ _ t $ 5,000 GEITL AGGREGATE LIMIT APPLIES PER POLICY i ECT 17 LOC UTOMOSILE LIABILITY 5 X I ANY AUTO ALL OWNED F- SCHEDULED AUTOS ~X ' HIRED AUTOS �vv 1� NON -OWNED X. AUTOS I COMBINED SINGLE LIMIT Ea accident) 1,000,000 UMBRELLA LIAR OCCUR EXCESS LIAB CLAIMS -MADE 04/15/13 i 04/15114 I I I t PERSONAL & ADV INJURY $ _ 1,000,00 IGENERALAGGREGATE $ 2,000,00 1 PRnnurTS - rnMPinP Ara i a 2.000.00 BODILY INJURY (Per accident) $ ;PROPERTY DAMAGE Per acGderd $ EACH OCCURRENCE $ AGGREGATE _�$ �$ WORKERS COMPENSATION X_I TORY L MITS ER I AND EMPLOYERS' LIABILITY A : ANY PROPRIETOR/PARTNERlEXECUTIVE Y 1 N WC84000219882013A 04/15/13 04/15114 E.L. EACH ACCIDENT $ 600,000 OFFICERIMEMBER EXCLUDED? NIA (Mandatory in NH) E, L. DISEASE - EA EMPLOYEEI $ 500,00 If yes. describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $ 500,00 DESCRIPTION OF OPERATIONS / LOCATIONS! VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) MIAMISH Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Ryan Gudaitis ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD COMBINED SINGLE LIMIT Ea accident) 1,000,000 _ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ ;PROPERTY DAMAGE Per acGderd $ EACH OCCURRENCE $ AGGREGATE _�$ �$ WORKERS COMPENSATION X_I TORY L MITS ER I AND EMPLOYERS' LIABILITY A : ANY PROPRIETOR/PARTNERlEXECUTIVE Y 1 N WC84000219882013A 04/15/13 04/15114 E.L. EACH ACCIDENT $ 600,000 OFFICERIMEMBER EXCLUDED? NIA (Mandatory in NH) E, L. DISEASE - EA EMPLOYEEI $ 500,00 If yes. describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT 1 $ 500,00 DESCRIPTION OF OPERATIONS / LOCATIONS! VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) MIAMISH Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Ryan Gudaitis ©1988 -2010 ACORD CORPORATION. All rights reserved. ACORD 26 (2010/05) The ACORD name and logo are registered marks of ACORD z 0 N O V - F+ O� O Q V `IVLi34� -11'x` i111���1`iVi s�t4ri).1 C1l -'_� -- .ne?AA190 SWOLIS =Ta 0 td O H7� V '^ H W W I.—. W 00 sees•• • • • .s.•s• sees•• • sees• • . sees• 0000•• • . s 0000•• .sse.• • s t • • sees •.sees • *sees* e ..s• • • • • •....• • . • • •.••e• • • • • s. . .... e 0000 0 td O H7� V '^ H W W I.—. W 00 sees•• • • • .s.•s• sees•• • sees• • . sees• 0000•• • . s 0000•• .sse.• • s t Dec 31 2013 12:37PM HP Fax MARKO DOOR 9545874588 page 2 ) ALPeFAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT WIND LOAD TABLES FOR COMPOUNTS & CLADDIl1TG County : Miami Dade Wind Speed; 175 MPS Risk Category I H Exposure Category: C WIND STANDARD: ASCE 7 -10. FBC 2010 EDITION GARAGE DOORS ONLY 1. Client MARKO nnOR PRODUCTS 2. ProleetNamo.- KOTALIK RESIDENCE (Residential Imimts Only) 3. Prolect4AAress: 950 N.E. 100 ST. 0000 .. • • • 8 &Eq ETA E - -- ZY 4. Build Height: 20 -' MW (Sere Figure 1 above) Uj.Z.DOOiJA ON THIS dUB.ARE 10' WIDE SO I USED THE NEXT SMALLER SIZE WHICH WAS 9' 00666 MAXb%UM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. ••• • •.66 • • 0000 WIDE EAN .. .. anft G WITH ROOF SLOPE a 10 DEGREE FOR BULIDING WITH ROOF SLOPE < 10 DRGM OO ' ' DOOR WIDTH DOOR WIDTH 0 HT. % FT. 1 f2 Fr. 16 F1: 1 S FT, 8 FT. 9 Fr. 12 FT. 16 Fr 18 F1: F(-) ?0 1+1 -) PSF (T) PSF() PSF( -) PSF(- PSF + ) PSF( -) PSF (-) ?SF(-t PSF( -) PSP() PSF(+ )IPSR- PSF 7 P5f - PSF + PS - 15 31.1 49.7 V.S. 5 36.0 45.5 345. 42.5 33.9 41.3 349 45A 34.4 44.3 33.0 41.6 31.7 38.9 31.1 37.8 16 a . $0.3 38.0 44.1 36.4 46.1 349 43.0 34.3 41.8 35.3 459 34.8 44.8 33.4 427 32.0 393 31.5 38.2 17 3 .0 50.9 38.4 49.7 36.9 46.6 353 43.5 34.7 42.3 35.8 46.5 35.2 45.3 33.8 42.6 32A 39.8 31.9 38.7 18 39.5 51.5 38.8 50.2 3 ?3' 47.1 35.7 44.0 35.1 42.8 36 2 47.0 35.6 45.8 34.2 43.0 32.8 40.3 32.2 39.1 52.1 3 37.7 47.7 36.1 44.5 35.5 43.2 36.6 47.5 36.0 46.4 34.6 43.5 33.2 40.7 32.6 39.6 -40.4 52.7 51 ' 38.1 48.2 36.5 45.0 35.9 43.7 37.0 48.1 36.4 46.9 35.0 44.0 33.5 41.2 33.0 40.0 T39.9 40.8 533 40.2 51.9 38.6 48.7 37.0 45.5 36.3 44.2 37.4 48.6 36.8 47.4 35.4 44.5 33.9 41.6 33.3 40.4 413 53.8 40.6 52.5 39.0 493 37A 46.0 36.7 44.7 37.8 49.1 37.2 47.9 35.7 45.0 34.3 42.1 33.7 40.9 41.7 54.4 41.0 53.1 3VA 49.8 37.8 46.5 37.1 45.2 38 2 49.7 37.6 48.5 36.1 45.5 34.7 42.5 34.1 41.3 24 422 55.0 41.5 $3.7 39.8.50.3 38..2 47.0 37.5 45.7 38.6 50.2 38.0 49.0 36.5 46.0 35.0 43.0 34A: 41.8 25 142.61 55.6 41.9 54.3 403 50.9 38.6 47.5 37.9 146-7139,0 50.7 3B.4 49.5 36.9 46.5 35.4 43.5 34.8 42.2 Notes :- - h - Emv heightfor roofslope 510 degree. - Table above shows ma vhnum design load for shown building height in end _one. For attt� other conditionv _ones design loads to be evaluated on project basis Disclaimer :- - This document is not i -alid without the embossed seal gfan engineer emplgwd by Al Farooil Curporgtion - No portion ol'thls document mqr be used or reproduced in um- murnter. reCCept. however. jnr thvt portion g1.1SCE ' -11) .ser tnrth herehn. JAVAD ARMAD, P.E. FL# 70692 EB CAN #,3538 1335 S%V 87th Avenue I ltliamL Fl. 331741 T: 305.264.81001 F: 305.262.6978 1 vm- .afeeng.com I aftroogr4 afceng.com ,V . M IAM 1 -DADE MIANII -DADS 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.eov /economy Clopay Building Products Company 8585 Duke Boulevard Mason, 01145040 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 PERA - 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. PERA 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 apfic�a�ble building code. alsproduct iI app ;oved as described herein, and has been designed to comply with the Florida Building Code, mcludipg the Nigh Vglocity Hurricane Zone. LIMO TION; 2" EPS Ins. Steel Sectional Garage Door up to 16' -2" Wide wt Optional Intpact ReA tttat Lites ;PrROVA�W*CUMENT: Drawing No. 101488, titled "MIN 4300/01/10,4400/0 1, HDG/L, 66/7/8, H300 /01 /10, H4QQ/O1 ", sheet 1 and 2 of 2, dated 07/06/1995, with revision 16 dated 07/2012, prepared by WI !; BuildingeWoducts Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade Cotmty ProdaetC mtrol revision stamp with the Notice of Acceptance number and expiration date by the W#MDade'Cdtltity Product Control Section. 11 1 ILE IkPAIT RATING: Large and Small Missile Impact Resistant LA 19LING: 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 # 12- 0125.07 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. 411 AL� NOA No 12- 0716.04 MtnManxa couNtr Expiration Date: September 26, 2017 I 'Z Approval Date: October 18, 2012 t �� t Page I f egg egg Clopav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101488, titled "MN 4300/01/10,4400/01, HDG/L, 66/7/8, H300/01/10, H400 /01 ", sheet 1 and 2 of 2, dated 07/06/1995, with revision 16 dated 07/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 08- 040232" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 *:so 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 0000 : • • 5) Tensile Test per ASTM E8 geese: • Along with marked -up drawings and installation diagram of 16'2 "x 8', 27ga steel . • g a ��e door Model 4300 with windows, prepared by American Test Lab, Inc., Test 4epprt No. ATLNC 0128.01 -08, dated 03/13/2008, signed and sealed by David W. '.•• :44% son, P.E. .. •' g "Submitted under NOA # 07- 0809.02" 2. "T69f reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 • • • • • . • • • .. 2) Large Missile Impact Test per FBC, TAS 201 -94 .... : 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 • sees e Along with marked -up drawings and installation diagram of 16'2 "x 8', 27ga steel garage door Model 43 00, prepared by American Test Lab, Inc., Test Report No. ATLNC 0509.01 -07, dated 07 /11/2007, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 07- 0807.14" 3. Test report on Salt Spray per ASTM B 117 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. 4. Test report on Accelerated Weathering Using Xenon Are Light Apparatus per ASTM G155 of Lexan SLX2432T Clear Polycarbonate, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 06 -A002, dated 12/04/2006, signed by Rafael E. Droz -Seda, P.E. �0 09° 12 Carlos M. Utrera, P.E. Product Control Examiner NOA No 12- 0716.04 Expiration Date: September 26, 2017 Approval Date: October 18, 2012 E -1 V . 0000.. 0000.. 0000.. 0000. 444444 444444 0 000000 Clouay Building Products Comgany NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (continued) "Submitted under NOA # 07- 0807.14" 5. Test report on Self- Ignition Temperature per ASTM D1929, Rate of Bum per ASTM D635, and Smoke Density per ASTM D2843 of the Lexan Plastic, prepared by ETC Laboratories, Test Report No. ETC -06- 1024 - 17496.0, dated 05/26/2006, signed by Joseph L. Doldan, P.E. 6. Test report on Surface Burning Characteristics, per ASTM E84 of Type I EPS, Report No. 3082960 -500, prepared by Intertek Testing Services, NA, Inc., dated 10/04/2005, signed by Javier Trevino. 7. Test report on Ignition Properties of Plastics per ASTM D1929 of Type I EPS, Report No. 3082959 -500, prepared by Intertek Testing Services, NA, Inc., dated 09/16/2005, signed by C. Anthony Peffaloza. 4444 0000 . 0• C...... *.CALCULATIONS "Submitted under NOA # 08-0402.12" '1. : Jar& anchor calculations, complying with FBC -2004, prepared by Clopay Building ,. .Prptiucts Company, dated 03/31 /2008, signed and sealed by Scott Hamilton, P.E. . ... 0000.. 0000 D' :06 �QUAMY ASSURANCE .1. : :Mi -Dade Department of Regulatory and Economic Resources (RER) 0.400. 0000 E.4 • • • MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letters of code conformance to 2010 FBC and no financial interest, issued by Clopay Building Products Company, dated 07/10/2012, signed and sealed by Scott Hamilton, P.E. " Submifted under NOA # 08- 0402.12" 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 03/31/2008, signed and sealed by Scott Hamilton, P.E. E -2 0 09 X12 tarlos-1% 10trera, P.E. Product Control Examiner NOA No 12 -0716.04 Expiration Date: September 26, 2017 Approval Date: October 18, 2012 EXTRA PLATES /STRAPS ONLY (2) 1/4' X 314- TO 20 GA X 2- GAIN. STEEL BACKER PLATES. (3) REOUIRE FOR DOORS WITH AT THE TOP OF THE PLATES PER SECTION AT 16'2'W FOR SOLID OPTIONAL IMPACT- RESISTANT ON THE TOP SECTWD DOORS; (5) PLATES PER SECTION AT 16'2*W. LITES AT I6'21V. THE BOTTOM OF THE FOR 00085 N11H WPACf- RESISTANT LITES. ON THE BOTTOM SEC PLATES ATTACHED WITH DOUBLE SIDED ACRYLIC A ADHESIVE TO BACK OF DOOR. 76- (7.6 -H & 8'0-H DOORS ONLY) 0 iA= HEW TRACK THICKNE8S1 OAW. K -0 50' . . . . . . TYP. 2 -1/2• X 12 GA a1LV. . TRACK STEEL ATTACHED TO JA WITS (1) .... 2a• 5/16• x 1 -5/e• LAC SCOW PER TRACK BRACKET. . . - -- _ -- -- -- - -- - -- - -- _ -- IC TOP (OWN) SIEN • •CTKIN • • w^, IREV I DATE = =�L__= 10 DESCRIPTION AEV ANTE 'v 14 VIEW $PC2OF2 UPDATED QTY OF BACKER PLATES & STRAPS. 9 8/2003 ___KMRIPTION ADD EXT. HEIGHT M /N; DEL. 2400/01; 2 PAGES BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. TWO POINT LOCKING REQUIRED. 1 201 COIN ICEZATH FBC 2010. 10 2/2004 VIEW 2.OF 2P ___'' —_ -- SUPPORTS. AND ALL OTHER DOOR HARDWARE TO BE t LOCATIaV OF OPTIOWIL VEMg, � A `OPTIONAL OUTSIDE KEYED LOCK ®TOTAL VENT OPENINGS: 60 ITV' PER VEHICLE MAR, DOOR WIDTH v 16' -2' INSIDE ELEVATKINS THIS DOOR MEETS THE REQUIREMENTS OF THE ft.CK. N LARGE MISSILE IMPACT AND CYCLIC TESTING. THIS PRODUCT CONFORMS TO THE REQUIREMENTS OF THE 2007 AND 2010 FBC. j m HORIZONTAL TRACK DOOR INSTAU.ER �SUm DOOR COUNTERBALANCE SYSTEM . 13 CA STEEL FLAG BRACKET ATTACHE TO JAYS WITH (3) 9/16• X 1 -9/8' LAO SCREWS ... NO TO TRACK WITH (2) 1/4- RIVETS. ADDED VARIOUS COMPONENT DIMENSIONS 76- (7.6 -H & 8'0-H DOORS ONLY) 63' Z' MV. STEEL TRACK. V EACH • HEW TRACK THICKNE8S1 OAW. K -0 50' . . . . . . TYP. 2 -1/2• X 12 GA a1LV. . TRACK STEEL ATTACHED TO JA WITS (1) .... 2a• 5/16• x 1 -5/e• LAC SCOW PER TRACK BRACKET. . . ... . . . ... 4/2004 ADDED VARIOUS COMPONENT DIMENSIONS A A•16 DOUBLE EN EACH • . . . . . . . . . . 7/2007 . . . .... . . . WITH (I) e6Xl /2' WAFER SCREW' ADDED OPTIONAL IMPACT RESISTANT LIGHTS ONE ROW OF IMPACT- RESISTO,NTR GLAZING EITHER TOP (OWN) SIEN • •CTKIN • • w^, IREV I DATE • THE METHOD OF ATTACHMENT TO THE SUPPOR71NG 10 DESCRIPTION AEV ANTE 'v 14 2/2008 UPDATED QTY OF BACKER PLATES & STRAPS. 9 8/2003 ___KMRIPTION ADD EXT. HEIGHT M /N; DEL. 2400/01; 2 PAGES BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. TWO POINT LOCKING REQUIRED. 1 201 COIN ICEZATH FBC 2010. 10 2/2004 JAMB ATTACHMENT & EDGE DISTANCE NOTES MODIFIED ':1 7/!012 • INCREASED MAX NT. TOR 1 Bit UPDATED HOLMES MODELS 1 1 4/2004 ADDED VARIOUS COMPONENT DIMENSIONS A A•16 DOUBLE EN EACH • 12 8/2004 ADDED JAMB, JAMB FASTENER. AND END STILE NOTES I. ENNVQ E YEAS 5- 4' X ,# • •!s • • • PAlft �F 2 13 7/2007 UPDATED JAMB FASTENERS; 21 X 3/8' ACHED® DESIGN ENGINEER WAS M. WESTERFIELD. WITH (I) e6Xl /2' WAFER SCREW' ADDED OPTIONAL IMPACT RESISTANT LIGHTS ONE ROW OF IMPACT- RESISTO,NTR GLAZING EITHER TOP (OWN) SIEN • •CTKIN • • • y, 1(N CLAZI�i E 1� i�i x•I 1'• • cLA21t4¢ IS!IOR_ Md�DEGESLxz432�, HORIZONTAL JAMB JAMB PREPARATION NOTE (ND LOAD FROM DOOR) 1 2 IR CE WITH A�NC_ • THE METHOD OF ATTACHMENT TO THE SUPPOR71NG 10 /AfPB��01� 2�6. • • • • • • • STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD JAMBS St! eECTICIA B•� FORRASSE1%LY*JETAL? • • • SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN ACCORDANCE WITH CURRENT LOCK POSITION (BOTH SIDES). BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. TWO POINT LOCKING REQUIRED. PREPARATION OF JAMBS BY OTHERS. SEE LAYOUT OF EACH LOCK OPTION ON PAGE TWO. ALL MOUNTING OF TRACK. ANGLES. HORIZONTAL TRACK FASTENER SUPPORTS. AND ALL OTHER DOOR HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR SYSTEM UNLESS OTHERWISE NOTED. ODORS WITH 2- TRACK USE (2) STACKED LHR BRACKETS (2- 1/2 -x5-x 12 al) AS SEE PAGE 2 OF 2 FOR ADDITIONAL DETAILS INNER BOTTOM BRACKET ATTACHED WITH (2) 1 /4•x3 /4• SELF TAPPING SCREWS. MAX. O.C. DOORS WITH 3- TRACK USE USE (1) 3 -IN 2X6 VERTICAL JAMB ROLLER CARRIER (1- 118'x2 -1 14- x 12 GA.) AS INNER BOTTOM BRACKET ATTACHED WITH (2) 1 /4•x3 /4' SELF TAPPING SCREWS. - - - md. FIRST (BOTTOM) ANCHOR STARTING 1, O(SR AT NO MORE THAN HALF OF THE HIGH /- CENTER WING REQUIIED FOR .1 / DOORS OVER 6' HIGH ,/ W=,nma b No mhevf& PC MAMMUM ON- CENTER DISTANCE. HIGHEST ANCHOR INSTALLED AT MW A AND WOR HEIGHT SECTIONS UP ro 7•G• o r3• rD e•9• s s•o• ro Lao• o 10'9' TO 12'3' 7 12'6• ro 14'0• 8 14.3• TO 19"9• 9 16'0• 10 NA1I SECTIIN4 HEIGHT. 21' LEAST AS HIGH AS THE DOOR • N.T.E. 1/2 MAX. O.C. OPENING. IMPACT RESISTANT INJECTION AItXOED i'IIA11E lk pAZWC WNODI! LUTE SECTION IMPACT RESISTANT LA IN H1ETAa •o• DETAIL 'D'. -� � I� °IC�� "'� HIS � I-. 1IX.7tlRp IlXil/ IONp TAPE SNAP-IN 1/2- •SON N 1 -s/8- LAG SCR SP AT THE OWANCES R1tcR'98Ci5'( /2'. 10•. 22 . • seGTa4s ARE EITHER 46�, ETC.). ADDITIONAL LAC SCREIY •LOCATE AT 16•.— ie- KXK 21' HIGH TOLERANCES - CI ®pay , EUtb m SHALL BE DESIGNED BYS' Y A REGISTERED • e PROFESSIONAL ENGINEER FOR THE WIND CLOPA UILDING UC Laws SHOWN KIN THIS DRAWING Building Products 8985 OIAKE BLVD. �. I rMIME NID EAI%VM). °ve -PILCE �• YETYRENE'RETAn1ER FASTSUD 10 FRAME. KRT11 M", (1 3/4' PAN XFAO seREWE. r FRAME k OPTIONN. TON- /HIIDED FROM FRAME AND GIA21KG MATE LIES AVAY/WL PTwNAL POLYCMBDIVIOE GLAZING LS GE ItXAN AN tX:2 P C IN ACCORDANCE WITH 8C /i6C 2500. THE NG RESKOBBE IN THIS SECTION MEETS THE WIND LOAD RESTS OF 111E FLOWDA ILOIMC CODE OR � &pIWFI: CODE MEET 71W LANCE M$SILE IMPacT ANO CYCLIC 1157 REKX�QVTS (REF. WIAPIER IB F6C /�). 11 IF & -52.0 PSF 7103 PAGE. i OF 2 PAX EME L • •�S � 18'2'W X 16'0 -H 1.00OMB 7:. 7/6/9$ ,,•' ��`.. :1 MIN asoo/ol /lo, aaao /oT, F70G /L, 66/7 /e, H3oo /01/10. H4 oQ /o1 6exd ,� � GRAMpG NWBEIb VDD f•"""" 1014 M -o fir._' ..... .A . ro 7•G• o r3• rD e•9• s s•o• ro Lao• o 10'9' TO 12'3' 7 12'6• ro 14'0• 8 14.3• TO 19"9• 9 16'0• 10 NA1I SECTIIN4 HEIGHT. 21' LEAST AS HIGH AS THE DOOR • N.T.E. 1/2 MAX. O.C. OPENING. IMPACT RESISTANT INJECTION AItXOED i'IIA11E lk pAZWC WNODI! LUTE SECTION IMPACT RESISTANT LA IN H1ETAa •o• DETAIL 'D'. -� � I� °IC�� "'� HIS � I-. 1IX.7tlRp IlXil/ IONp TAPE SNAP-IN 1/2- •SON N 1 -s/8- LAG SCR SP AT THE OWANCES R1tcR'98Ci5'( /2'. 10•. 22 . • seGTa4s ARE EITHER 46�, ETC.). ADDITIONAL LAC SCREIY •LOCATE AT 16•.— ie- KXK 21' HIGH TOLERANCES - CI ®pay , EUtb m SHALL BE DESIGNED BYS' Y A REGISTERED • e PROFESSIONAL ENGINEER FOR THE WIND CLOPA UILDING UC Laws SHOWN KIN THIS DRAWING Building Products 8985 OIAKE BLVD. �. I rMIME NID EAI%VM). °ve -PILCE �• YETYRENE'RETAn1ER FASTSUD 10 FRAME. KRT11 M", (1 3/4' PAN XFAO seREWE. r FRAME k OPTIONN. TON- /HIIDED FROM FRAME AND GIA21KG MATE LIES AVAY/WL PTwNAL POLYCMBDIVIOE GLAZING LS GE ItXAN AN tX:2 P C IN ACCORDANCE WITH 8C /i6C 2500. THE NG RESKOBBE IN THIS SECTION MEETS THE WIND LOAD RESTS OF 111E FLOWDA ILOIMC CODE OR � &pIWFI: CODE MEET 71W LANCE M$SILE IMPacT ANO CYCLIC 1157 REKX�QVTS (REF. WIAPIER IB F6C /�). 11 IF & -52.0 PSF 7103 PAGE. i OF 2 PAX EME L • •�S � 18'2'W X 16'0 -H 1.00OMB 7:. 7/6/9$ ,,•' ��`.. :1 MIN asoo/ol /lo, aaao /oT, F70G /L, 66/7 /e, H3oo /01/10. H4 oQ /o1 6exd ,� � GRAMpG NWBEIb VDD f•"""" 1014 M -o fir._' ..... .A . 1/2- •SON N 1 -s/8- LAG SCR SP AT THE OWANCES R1tcR'98Ci5'( /2'. 10•. 22 . • seGTa4s ARE EITHER 46�, ETC.). ADDITIONAL LAC SCREIY •LOCATE AT 16•.— ie- KXK 21' HIGH TOLERANCES - CI ®pay , EUtb m SHALL BE DESIGNED BYS' Y A REGISTERED • e PROFESSIONAL ENGINEER FOR THE WIND CLOPA UILDING UC Laws SHOWN KIN THIS DRAWING Building Products 8985 OIAKE BLVD. �. I rMIME NID EAI%VM). °ve -PILCE �• YETYRENE'RETAn1ER FASTSUD 10 FRAME. KRT11 M", (1 3/4' PAN XFAO seREWE. r FRAME k OPTIONN. TON- /HIIDED FROM FRAME AND GIA21KG MATE LIES AVAY/WL PTwNAL POLYCMBDIVIOE GLAZING LS GE ItXAN AN tX:2 P C IN ACCORDANCE WITH 8C /i6C 2500. THE NG RESKOBBE IN THIS SECTION MEETS THE WIND LOAD RESTS OF 111E FLOWDA ILOIMC CODE OR � &pIWFI: CODE MEET 71W LANCE M$SILE IMPacT ANO CYCLIC 1157 REKX�QVTS (REF. WIAPIER IB F6C /�). 11 IF & -52.0 PSF 7103 PAGE. i OF 2 PAX EME L • •�S � 18'2'W X 16'0 -H 1.00OMB 7:. 7/6/9$ ,,•' ��`.. :1 MIN asoo/ol /lo, aaao /oT, F70G /L, 66/7 /e, H3oo /01/10. H4 oQ /o1 6exd ,� � GRAMpG NWBEIb VDD f•"""" 1014 M -o fir._' ..... .A . • • ••• • • • • ••• HOLMES MODELS 66. 67. 68. 6200. 6201. 6203: IDEAL MODELS SP200. SE200. SFZ(Kl • • • see • • PAGE 2 OF 2 JAMB TO SUPPORTING STRUCTURE ATTACHMENT . • •• •• • • •• • NOTES • • • • • • • ••• • T ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 4 46 41CAL SYP:GRADC 02 OR SETTO) JAM?. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. • • • • *00 • 000 • 2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +372.8 LB & -416 LB. PER LINEAR FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REWIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NM USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY. WOOD FRAME BUILDINGS •• • • • •• ••• •• STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2x6 PRESSURE TREATED ( E•82ba R)•MI�A STUER F A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (Fj FOR DOORS UP TO 8'0' HIGH OR x6 SIYP GRADE R BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (F.) FOR D RS $ HI 4 Wf;LS TO BErONTMUOUS FROM FOOTING TO TIE BEAMS. • • • • • • • • • BLOCK WALL OR CONCRETE yta.s%B sHEEr METAL SKEWS 2x6 SYP (GRADE 02 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR O CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING O BARS 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 AND CONCRETE COLUMNS TO BE DESIGNED BY O O O THE BUILDING ENGINEER OR ARCHITECT OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. i�q - /q• SELF 2x6 JAMS TO SUPPORTING STRUCTURE ATTACHMENT r PI" 14 -1 ENO HINGES 19 GL IN1'ERNEmATE HINGE (NOT TO � USED FOR AnACHYENT OF TRACK ANGLE ro 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 7 -1/2• . 2 -3/4• 7 -1/2' x 2 -1/M4 MAXIMUM VIEW "B MEW •C• BUILDING TYPE FASTENER TYPE ON-CENTER DISTANCE BETWEEN FASTENERS' STEEL WASHERS MIN- CONCRETE 4-lZR 1 O.D. 2000 P9 MIN. CONCRETE 1 4 x 1 -3 4+ YIN. EMBED TAPCON CONCRETE ANCHOR 12-1/2- 1 O.D. 30M PSI CONCRETE 1 2 x 1 -3 4 MIN. SDIPSON STRONG -TIE WEDGE- WEDGE ANCHOR 12-1 _ U A 1- - 1' DOOR OVERLAP (EACH SIDE) 2.6 SYP WOOD JAMB. SEE 3" MIN. :IAMB PREPARATION NOW. 2 -1/2' X 12 GA GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JA1185 WITH 5/8' X 1 -5/8• LAG SCREWS DDT TO EXCEED 14' ON- CENTER MIN. OF (9) LAC SCENTS REQUIRED PER JAMB. 2' GALV. STEEL TRACK FASTENED TO 12 GA CAIN STEEL TRACK BRACKETS WITH EITHER (2) 1/4' OA. RIVETS OR (1) 1/4' X 5/8' BOLT &NUT PER 1' DOOR OVERLAP (EACH SIDE) TORO AT TRACK ON PACE ONE 0.101• THICK 3• C TO TAPERED STUCCO THICKNESS JAMB CONF19LVTIM OPTIONAL STOP MOULDING BY INSTALLER (TO SL. DOORS UP TO 8 O HIGH 16 CA GN.V. STEEL DOUBLE— END —STILE FASTENED WITH (1) 08 X 1/2• WAFER SCREW. END STILE DI4 5-3/4 X 2 -1/8" X 3/8•. 7/16' 1.0. ROUND 18 GA. GAL. STEEL CENTER HINGE PUSH NUT FASTENED TO INTER STILES W /(4) EACH FASTENER. 014.5/8" SHEET METAL SCREWS. 14 GL GALV. STEEL. ROLLER HINGES FASTENED TO END STIES W /(4) EACH 014x5 /8' SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE. 2' OIL 7 -1/2' LONG STEM. 10 BALL STEEL ROLLER. SECTION C -C INSTALLER (TO SUIT). 16 CA 14 G0. GALV. STIEnNNALER HINGES FASTENED TO END STILES W /(4) EACH 01 EEF METAL SCREWS 3' OIA 8-1/2' LONG STEM BALL BEARING STEEL CENTER HINGE STILES W/(4) EACH 6' 2 -1/2• -a 5/8" (TIP.) 6 C- CHANNEL 16 CA, GAILY. STEEL Memgh, 0W0vAlRICFIAt COb ' 2 TONGUE AND GROOVE JOINTS. PWHdHWt C,4K/IWE 27 GA (0.018" MIN.) EXTERIOR STEEL SKIN (MIN. YIELD STRENGTH; 27 KSL DRAWING QUALITY) WITH C -40 MIN. GALV. BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH 9DE5 OF STEEL SKIN. Iding Products I UL WU LMMMNU Lb ° Ha Slated Dummied .0w . JI000 ° CLOPAY BUILDING PRODUCTS 8585 DUKE BLVD. MASON, ONO 45040 2 1 SEE REVISION HISTORY ON PAGE ONE. ENO INTER. SOLE STILE LOCK BAIT OUTSIDE GUIDE HANDLE LOCK BAR ENGAGES IN ENO SLIDE BOLT STILE LOCK ENGAGES INTO VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION OUTSIDE KEYED LOCK TRACK ON SNAP LATCH ENGAGES LOCK BAR LOCKING EACH SIDE ONTO VERTICAL TRACK. OF DOOR. ONE SNAP LATCH ON EACH SIDE OF DOOR. INTER. STILE OUTSIDE KEYED END HANDLE STILE INSIDE HANDLE OUTSIDE KEYED LOCK SNAP LATCH LOCK OPTION 2" THICK FROM AND OBACK 9m1 OF DOOR Idt. SECTION WITH UTES: (2) 18 GA. GALV. STEM TOP ROLLER KETS (2 -7/18• . 3 -3/4"). EACH BRACKET ATTACHED W /(4) 5/8• SHEET METAL SCREWS. I TOP SECTION: (2) 12 GA. GALV. STEEL TOP ROLLER KETS (2 -1 /2' x 8 -3/87. EACH BRACKET ATTACHED W /(4) 3/8• SHEET METAL SCREWS. ADJUSTABLE SURE ATTACHED TO BRACKET WITH (2) 1 /4•x1 /2• WITS ADD NUTS PER BRACKET. '1 -1/4• WIDE . 16 GA. GALV. STRAP. (1) AT EACH EXTERNAL BACKUP PLATE; (2) AT EACH 00 STILE. EACH STRAP ATTACHED WITH (3) 1/4•.3/4' SELF TAPPING SCREWS (TWO SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). 14 GA. CALV. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) 0144/8• SHEET METAL AND (2) 1 /4•93 /4• SELF TAPPING SCREWS. SEE VIEW '9'. 6' TALL, 18 GL C- CHANNEL PER DOOR SECTKK :HED WITH 1/4•x3/4" SELF TAPPINC SCREWS PER STILE AND 1 1/4'.3/4" SELF TAPPING SCREW PER ER PLATE L TIOI. SEE VIEW E. 27 GA. (0.016• MIN.) INTERIOR STEEL. SKIN (DRAWING WITH 0-40 MIN. GAUL. LINKED -ON PRIMER AND ` A ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES O S, EEL. SKIN. 13 GA CAIN. STEEL BOTTOM BRACKET. ATTACHED WITH (4) 0014.5/e SHEET METAL SCR7B. I/µ�KW.P(TRUSIO1 & VINYL WEATHERSTRIP. JLPt�� 6, •. D�ICR%LOADS:- +46.6 PSF At -52.0 PSF . 1 PAGE. HAIL sum 2 OF 2 16'2W x WON H300/01/10, H400/01 mom 101488 M ) M.