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WS-17-1099 3 ".W_1$- -4-1;7'4099`_ Miami Shores Village _�f 7t]`T& . X11 �?�hutte)*' 10050 N.E.2nd Avenue NE � �� �-d"' 0 ' : Miami Shores,FL 33138-0000 'Ve AP RO Phone: (305)795-22045 Ex iratlon: 111112417 Isst� 511l3/204 �' p Project Address Parcel Number Applicant 1273 NE 95 Street 1132060144010 J NEAL WALKER Miami Shores, FL Block: Lot: Owner Information Address Phone Cell JNEAL WALKER 1273 NE 95 ST (305)758-2026 MIAMI SHORES FL 33138-2549 Contractor(s) Phone Cell Phone Valuation: $ 4,000.00 GARAGE DOORS CORP (305)917-3746 ___ Total Sq Feet: 0 i. Type of Work:GARAGE DOOR REPLACEMENT. Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-4-17-63760 DBPR Fee $2.00 04/20/2017 Check* 1175 $50.00 $84.40 DCA Fee $2.00 Education Surcharge $0.80 05/18/2017 Check* 1181 $84.40 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $134.40 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNE AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constr coon d zon' Futhermore,I authorize the above-named contractor to do the work stated. May 18, 2017 uthoriz Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy May 18,2017 1 7e� Miami Shores Village Building Department MAY � 20'7 g p �\ 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 RA Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 201 4 BUILDING Master Permit No. , ,�� I — 6 f PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: I��� NC `- S � City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type:�r&Load: ''Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):()�(I� �'�L— \A 1.&L-K-M Phone#:� cL 26 Address: -- City: A Lt tAl State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Phone#: � �✓��� Address: a®re /1'w City: State: 19� Zip: ®� Qualifier Name: ���� ��/�� Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New \�a Repair/Replace ❑ Demolition Description of Work: M-A�h' Q'-Ir=�(\-I a N P Specify color of color thru tile: Submittal Fee$ 1 v Permit Fee$ "I CCF$ Z. 40 CO/CC$ Scanning Fee$ 9 Radon Fee$ z- DBPR$ Notary$ Technology Fee$ 3 .2-0 Training/Education Fee$ Q • 80 Double Fee$ Structural Reviews$ Bond$ Q TOTAL FEE NOW DUE$ C a - (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 posted notice, the inspection will not be approved and a reinspection fee will be charged. �V ZtIA V�� Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this -*� O f� qday of -(may '20 1�- by _day of M��I 20 1 by �J.?U l r1 t�,l�d who is personally known to L"-t-Y 4 who is personally known to me or who has produced ZL`PL?ll L 14;C-NS9s me or who has produced Lk'i-'?v S C as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLI NOTARY PU Sign: Sign: IV�: Print: Print: r Wie Notary Public stafe Seal: r ye gindia Alvarez Seal: �� ;�. DAVID E.MOSOUERA My Commission FF 156750 urA gxpimsoel03i2o16 Notary Public-State of Florida ;y Commission#GG 016214 '•'.;Eocv��pP My Comm.Ex i e4i C d�'17 • APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OREsG n ..., a.nvo Miami shores Village Building Department LORI ' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of ,20 11 . By ­�&n N Mj W QI lh-e r who is person y known to me or has produced C'i Y`e i C Vffts as identification. YANADYPwro Notary: V-W t .: MY COMMISSION#FF 214031 EXPIRES:March 25,2018 i SEAL: Bw*d num Notary PMbAc urea writers GARAGE DOORS CORKINC GaraaedoorscorgOdgmail.com Ph:(305)-917-3746 3080 NW 187th St,Miami Gardens,FL,33056 05/18/2017 State of... : G County of.MiUlnl-DOA Before me this day personally appeared.���.M.9%%A'Awho,being duly sworn,and says: That he or she will be the only person wor Ing on the project located at.. ,-1 ... Sworn to (or affirmed) and subscribed before me this..IS"!�.day of.M.1%20-0-by Personally know..................../ Or Produced Identification......v..... of Id n Produced..DylyYt!I(icvehS- .4.................. Print,Type or Stamp Name of Notary YAWY PRIErO MY COMMISSION#FF 214031 EXPIRES:March 25,2019 ° °'` Bo nlad Thru Notary Pubga Underwriters Local Busi ness Tax Fbcei pt Miami=--Dade County, State of Florida -111461S ROTA BILL DO NOT PAY BT 7224449 SUSNESS CIA',1 EILOCATION RECCIFT t10 EXPIRES GARAGE DOORS,CORP NEW BUSINESS SEPTEMBER 30, 2017 3080 NW 187 ST 7509666 Must b@ d„p^ay”31 placo or buriness MIAMI,FL 33056 Purauart to County Codo Chapter SA-Art E& 10 OYY,IER SEC TYPE OF FlUSi%iESS PAYMEl,I ;�ECFIYED GARAGE DOORS,CORP 196 SPECIALTY BUILDING BY TAX COLLCC-OR Gl0 JESUS M.RIVERA CONTRACTOR 45.00 0511612017 Worker(s) 1 15BS00151 0223.17.005521 TMs Local Bus rmw Taff Pacelpl orly can^rrre pa'r7mr1l.of theUxal B.iinom Tax,The Ft-eHpt is rot a Ileence. perrtil,oracerU^cat and tic hl(WactLW"cadorstodoIusrlen WderoustcenTjywith anygov"mimmd or nrpeve nmerttEl rege atorylaws end apply to Ike ble;moss. Imm 1N SPT NO.above nest td di°WA eyed on all co r"mclat'.eh a es-h�iam-OWe Oze Sec 8a 718. MI LNb- For more ireornwicn,vi5tyyl�,�\.J�P1dBdaa�n'taticoll�.rttot i Muni ci pal Contractor's Tax Recei pt Miami-Dade County, State of Florida THIS 15 NOT A BILL-00 NOT PAY M c CC NO: I SBE D0151 BUSINESS NAMEILOCATION RECEIPT NO EXPIRES DO0FS0°W SEPTEMBER 30, 2017 3080 NW 187 ST 7509668 MLAMl,R. 33056 Pursuant to County Code Scc.10-2a TYPE OF BUS,NESS PAYVEN't RECEIVE3 01,Ga1RA13EDOOR&CORP SIDE{JALTYBULDINGOCNTRA=R By TAX COLLECTOR CIO,SUS M.rd:U;A 18.75 0511612017 0223-17.005521 Rostricted to City 07 Miami Shores MIAMI IVI For rmte Inlcvmato-i,vsit y vDy n13mda z g=taxcdIcc DATE(MMMOIYYYY) �► Bev® CERTIFICATE OF LIABILITY INSURANCE 05/16/2017 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. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcy(les) must be endorsed. M SUBROGATION IS WAIVED, subject to the terns 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). CONCT PRODUCER NABS Nelson Romero Jenca Insurance Consulting Corp. PHONE N . (786)227-6935 a No; (786)250-5465 12150 SW 128 Court Ste.132 CRESS: info@jencainsurance.com INSURER(S)AFFORDING COVERAGE NAIC 0 Miami FL 33186 INSURER A: Granada Insurance Company INSURED INSURER B: Garage Doors Corp INSURER C: 3080 NW 187 Street INSURER 0: INSURER E: Cipa Locke FL 33056 INSURER F: COVERAGES CERTIFICATE 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. INS ADDL SUER POLICY EFF POLICY EXPLTR LIMITS OF INSURANCE POLICY NUMBER X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO CLAIMS-MADE X�OCCUR PREMISES ecw� rrence S 100,000 MED EXP(Any one person) $ 5,000 A 0185FL00069071 04/02/2017 04/02/2018 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 X POLICY❑JERCT FILOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY Y .dadt COMBINED SINGLE LIMIT $ Fe ac ANY AUTO BODILY INJURY(Per Person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PPROPERde DAMAGE $ HIRED AUTOS AUTOS UMBRELLA A LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION TATUTE ER AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Addillonal Rematlm Schedule,may be attached if mine space Is required) Garage and'industrial Doors. Contractor License Number.15BS00151 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Building Department AUTHOR®REPRESENTATIVE 10050 Northeast 2nd Avenue - Miami Shores,Florida 33138 ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD d� JEFF ATWATER CHIEF FINANICAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 3/24/2017 EXPIRATION DATE: 3/24/2019 PERSON: RIVERA JESUS M FEIN: 465438194 BUSINESS NAME AND ADDRESS: GARAGE DOORS CORP 3080 NW 187TH ST , MIAMI GARDENS FL 33056 SCOPE OF BUSINESS OR TRADE: Door and Window Installation❑ All Types❑Residential and Commercial IMPORTANT:Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by fling a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 CT Constticlion Tracks w1f�;ng Board BUSINESS CERTIFICATE OF COMPETENCY 15BSOOI 51 GARAGE DOORS CGRP D.B.A. ir� ReWJESUS MICHAEL fe csrbfod urder the proveais at Cha .er 10 o1 Miami-Dacia County QUALIFYING TRADE(S) 0022 GARAGE& INDUS DOOR Juliana H.Salas P.E. Secretary of the Board O w .miamidade.gow onomy Miami-Dade County retains atl property rights herein. ;� us `� l0 ci� 1011 MIAMi•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION ` }" ,V; 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESO R Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianildad%gTL/eeonomy_ Clopay Building Products Company 8585 Duke Boulevard Mason,OR 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 this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Miami- Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida BuildineC5110,including the High Velocity Hurricane Zone. . . Goes Goes.. DESCRIPTION:2"Gallery EPS Insulated W8 DP54 Steel Sectional Gp ,Door* G o*9)-09.'..::. Wide w/Optional Impact Resistant Lites G GGGGGG APPROVAL DOCUMENT:Drawing No. 104119,titled"Gallery T'EPS Singlc1CW*54/-60AW.,sheet • 1 through 4 of 4,dated 07/08/2008,with revision 05 dated 2/2015,prepared by ClgjV building Products :::**- Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade Coypu Vtoduct't:-9ft bl ...... revision stamp with the Notice of Acceptance number and expiration date by the MiamirDade Cougty .• Product Control Section. . . . ....:. 0000:o MISSII.,E IMPACT RATING:Large and Small Missile Impact Resistant .Go G %G G e LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model numisthe e 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 NOA#14-0514.05 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. NOA No 15-0225.24 htiAtHt•�1DECOUNTY Expiration Date: December 16,2019 Approval bate: May 21,2015 '51,42001 Page l Clopav Buildine Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.104119,titled"Gallery 2"EPS Single Car+54/-60 PSF",sheet 1 through 4 of 4, dated 07/08/2008,with revision 05 dated 2/2015,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under NOA#14-0514.05" 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 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of 9'x 8',27ga steel garage door Model GD2LP with Lexan MR 10 windows,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0326.01-13,dated 05/01/2013,signed and sealed by David W.Johnson,P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-940•• 2)Large Missile Impact Test per FBC,TAS 201-94; 3)Cyclic Wind Pressure Loading per FBC,TAS 20f;t4. • 4)Forced Entry Test,per FBC,TAS 202-94 . 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of 16'2'VWI2*-"ga steal garage door.... Model GD2LPW8 with MAK SL and/or MAK 15 windows,preparedW4merigmrTeit Lab,•9•• Inc.,Test ReportNo.ATLNC 1105-01-13,dated 01/14/2014,signell'add scaled byDavid W'••••• Johnson,P.E. . . . . 00 ...... "Submided under-NOA#09-0929.10" •••••• 3. 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 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of a 9'x 8',27ga,Series Gallery, Model GD2SP steel garage door,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0428.01-09,dated 06/03/2009,signed and sealed by David W.Johnson,P.E. 4. 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. os/13�� Carlos 1VL Utrera,P.E. Product Control Examiner NOA No 15-0225.24 Expiration Date: December 16,2019 Approval Date: May 21,2015 E-1 Clopay Building Products Com an NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA#14-0514.05" 1. Jamb anchor calculations,prepared by Clopay Building Products Company,dated 04/11/2014, signed and sealed by Scott Hamilton,P.E. "Submitted under NOA#09-0929.10" 2. Jamb anchor calculations,prepared by Clopay Building Products Company,dated 09/04/2009, signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their Lexan Polycarbonate Sheet Products,approved on 11/28/2013,expiring on 07/17/2018. 2. Notice of Acceptance No. 12-0605.05 issued to Bayer Material Science LLC (MA) for their Makrolon Polycarbonate Sheets,approved on 12/06/2012,expiring on 08/27/2011*0 0 3. Test report on Surface Burning Characteristics,per ASTM E84 of Plemiar•Industries'-type I•••• • EPS,Report No.3082960-500,prepared by Intertek Testing Servicee,NA;Inc.,dat4 t; •0 10/04/2005,signed by Javier Trevino •••:•• •0 ' 464666 4. Test report on Ignition Properties of Plastics per ASTM D1929 of Pr;mA.rIndustries'Type 1:.... EPS,Report No.3082959-500,prepared by Intertek Testing Services jn' ,Inc.,Slag• 0 0 0 0 0 09/16/2005,signed by C.Anthony Peiialoza. 0 0 0 0.. .. . ..:..• 5. Test report on Surface Burning Characteristics,per ASTM E84 of Furca A Type i.'.• ...... EPS,Report No.3094867SAT-001,prepared by Intertek Testing SgMgm,,NA,Inc;dated •• 04/13/2006,signed by C.Anthony Pefialoza 1 0 e ;...;0 ••••'• 6. Test report on Ignition Properties of Plastics per ASTM D 1929 of)'alcQtra Typd I :..... EPS,Report No.3094867SAT-002,prepared by Intertek Testing Services,NA,1ne.1 dated •00 • 04/04/2006,signed by C.Anthony Peflaloza. F. STATEMENTS 1. Statement letter of code conformance with 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. "Submitted under NOA#14-0514.05" 2. Statement letters of code conformance to 2010 FBC and no financial interest,both issued by Clopay Building Products Company,dated 04/11/2014,signed and sealed by Scott Hamilton, P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0225.24 Expiration Date: December 16,2019 Approval Date: May 21,2015 E-2 4 3 2 1 MODELS SHORT LONG CYPRESS MODELS FLUSHSNEET, REVISIONS CLOPAY GD2SP, GR2SP GD&P, GR2LP CLOPAY 4302, HDGC 1 OF 4 REV, NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION GALLERY 04 - 7/3/14 - SH REVISED PER DADE COMMENTS. HOLMES ARTISTRY AR2SP AR2LP HOLMES 6202 THIS PRODUCT CONFORMS ARTISTRY OS - 2/2015 - SH ADDED CODE COMPLIANCE STATEMENT. IDEAL TO THE REQUIREMENTS OF EXPRESSIONS NS ED2SP ED2LP IDEAL SFC68 THE 2010 FOC AND THE FIFTH EDITION FBC. OPTIONAL GLAZING SHALL BE IMPACT RESISTANT GLAZING. MAXIMUM GLAZING SIZE (DLO) IS D DOOR HEIGHT D OF DOOR WIDTH II OF INTERM. 38-1/2"x13". GLAZING MAY BE SHORT-PANEL (SHOWN) OR LONG-PANEL (NOT.SHOWN). SEE SECTIONS HINGES/JOINT SECTION B-B ON SHEET 2 FOR DETAILS. UP TO 6'0' 3 6'2' TD 7'6' 2 GLAZING MAY, BE INSTALLED IN TOP SECTION (SHOWN) OR INTERMEDIATE SECTION (NOT SHOWN). 6'3' TO 8'0• 4 7'8' TO 9'0' I B'3' TO 10'0• 5 (I) 2"X 3" % 0.042" INTERNAL BACKER PLATE AT EACH HINGE 8'3' T13 10'0' 5 LOCATION ATTACHED AO SKIN WITH (2) TOG-L-LOC CLINCHES. 10'12'3' TO 14'0' 7 14'3' TO 16'0' 8 MAX SECTION HEIGHT- 24' A' VIEW .B. r-=-------i r-------- -----i r---------1 - r- - ^----i ------ I VIEW "C" C 1 1Lt--------J� t--------- m� � t_L-----'Jj 0 Q U-BARS MUST BE INSTALLED 0 g ON TOP OF HINGE LEAF. SLIDE BOLT LOCK r -- ==--y1 r�-=-=-_-- -- 1 -- -- `1 I�--- - i 1 - 1 I�-----"^1 I" ------ 1 ENGAGES INTO M a I i i 1 1 i j 1 I III I I 1 END VERTICAL TRACK. X LG i 1 i i I I I 1 I I STILE. ONE LOCK ON m I ^_ I I TWO POINT LOCKWC EACH SIDE OF g� INTO TRACK. DOOR. I i �I 1� X 1 1 I j INSIDE SLIDE BOLT SNAP LARCH ENGAGES • L II I1 1I ,;� 1� ---- i i` ----- 1 ONTO VERTICAL TRACK. LOCK OPTION, END I`---___ LE. ONE SNAP LATCH ON EACH SIDE OF DOOR. OPTIONAL OUTSIDE KEYED B LOCK POSITION OUTSIDE B MAX. DOOR WIDTH 9'-0" HANDLE. LOCK BAR OUTSIDE END ENGAGES IN SHORT PANEL SHOWN. KEYED END TRACK ON LONG PANEL AND FLUSH ALSO AVAILABLE. HANDLE. EACH SIDE OF DOOR. INSIDE HANDLE OUTSIDE KEYED LOCKWITH OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK OPTION LOCK BAR LOCKING. /4 0.." J�pG01 C AIM/Cry �� y.•`� E SF Ri�i� •• ••• • • • • • •• / +� �• �/' I� #14x5/8" SHEGT • • • • • MANUFACTURING PRODUCT COBE MEllal.SCREWS• • • • • • • LLL/// _.__- -_--_ *! T� • •• • • • ••• • DS1E-1F"471 ••• •• • ••• ••• DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. PAR' NO.: N/A A s9; BTA EI OF 01 4-x3/4' SELF Unless o = t S.0 31 nwalOLa Y 658 5 Duke BouIgvaW VINDLOAD RATING NG A TAPPING SCREWS TOLERANCES— iso.570 O N3-70-440 6M &IMIS mI r,ft.513-7 -46438DP54 .00 1.015 SINGLE -60 SlOA...l • •••GA IN#RIZEDIAT HINGE ••• ••• .000 = 1.005 DRAWNPBY::NBFA�LLERY DATES 7/8/08 CAR CALE/NTS �F 14 GA. END HINSE Y F . . . 0000 m 3.DOI / DWG.R DESIGN ENGINEER: VIEW • • • �C' • • •• • • Degrees ' *1/2* CHECKED BY: -- DATE: -- SHEET 1 OF a SIZE 1> SCOTT HAMILTON, P.E. 41,411• •• ••• •• ••• ••• u ORIDA LI ENS N . 63286 nless slated 041""i. l I moe 104119 VER: MD wACNsrovs ARE w wc1¢s. DWG. NO.: 4 3 2 1 ... . . . . ... . . . . . . . . . . Is . . •• •• . . . •• .. ... . . . ... . . 4 3 14F 2 1 MODELS SHORT LONG CYPRESS MODELS FLUSH SHEET, REVISIONS _ GCLOPAYALLERY GD2SP, GR2SP GD2LP, GR2LP CLDPAY 4302, HDGC 2 OF 4 REV. N0, ZONE: DATE: ECDESCRIPTION _N NO. APPVD: HOLMES L 05 - - _ - - SEE REVISION HISTORY ON SHEET ONE. ARTISTRY AR2SP AR2LP HOLMES 6202 IDEAL ED2SP ED2LP IDEAL SFC68 EXPRESSIONS D D IMPACT-RESISTANT CONSTRUCTION: SOUD DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE IMPACT-RESISTANT. OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) OR SAYER MAKROLON GP (VERSIONS ALSO APPROVED: SL,AR, 15), APPROVED CCI PLASTICS IN ACCORDANCE WITHIBC/FBC 2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REOUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. C SECTION B-B (IMPACT-RESISTANT GLAZING OPTIONS C INSULATED DOOR SECTION. INTERIOR OF DOOR. DECORATIVE FACADE. EXTERIOR OF DOOR. 88-18 x 1/2*SELF-TAPPING SCREWS: (12)FOR SHORT UTES; 16 FOR LONG LITES. 3/4'GLAZING SITE. ®8-18 x 1/2" SELF-TAPPING SCREWS: CELLULAR PVC RETAINER. (8)FOR SHORT LITES; 6063--TS ALUMINUM S (12)FOR LONG UTES. FRAME. B 1/4" THICK POLYCARBONATE GLAZING. IMPACT-RESISTANT GLAZING DETAILS ���`0,11 HAA114����i o r , ,���gC;.y�C E Ng�;oy�i�� MANUFACTURING PRODUCT CODE *;.•' No 6 e fte Paoauc�>t»r • • • • • • • • • DSIE-1F471 r •Y46.f1aW *�./� O:. • • •• • • • • • DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. .0 3 t K y 7 • •• • • • • ••• • n PART NO.: N/A Q i9 STATE OF W+` �4¢ ••• ••i ••i ••• i i ••• unesa slalte olne.so =l!'�— BseS Dube Boulevard WINI�DAD RATINGUSA A AI TOLERANCES ero (]a Tel'iio.513-770-480D` W 8 D P 5 4 .0= 1.031 "dr q Raducis Fa[Ro.513-770-4853 p�4s'dNA�� ��p • 411:411 • ••• • • oo= :.ols DESCRIPTION:D : BAGALLERY DATES%8/08 SINGLE CAR CALE/NTS-60 P5F DWG. .000 = Loos .0000 1.001 DESIGN ENGINEER, • • • • • • • • Degrees 11/2' CHECKED BY: -- DATE: -- SHEET 2 OF 4 SIZE SCOTT HAMILTON, P.E. • • • • • • •• • • U.1...staled 01"__ FLORIDA ICES N . 63 • •• • ____ DaAENSNINS,URE IN INCHES.DWC. NO.: 104119 VER: MD 4 3... ... 2 1 • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 4 3 2 I 1 SHEET, REVISIONS MODELS SHORT LONG CYPRESS MODELS FLUSH 3 OF 4 REV. NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION CLOPAY GD2SP, GRRSP GDPLP, GR2LP CLOPAY 4302. HDGC _ _ _ - SEE REWStON HISTORY ON SHEET ONE. GALLERY - OS . HOLMES ARRSP AR2LP HOLMES 6202 2"THICK ARTISTRY -- 27 GA. (0.016" MIN.) STEEL EXTERIOR SILICONE FILLED CHANNEL SEPARATES IDEAL ED2SP EDPLP IDEAL SFC68 SKIN WITH G-40 MIN. GALV., BAKED-ON FRONT AND BACK SKIN OF DOOR. EXPRESSIONS - PRIMER AND A BAKED-ON POLYESTER Q PAINTED TOP COAT. MIN. YIELD 36 KSI. D 1.95" THICK, 1# DENSITY EXPANDED POLYSTYRENE FOAM INSULATION LAMINATED TO BOTH EXTEROIR JAMB TO SUPPORTING STRUCTURE ATTACHMENT AND INTERIOR SKINS. FOAM INSULATION 1s AN HORIZONTAL(TOP)JAMB APPROVED FOAM PLASTIC (PER FBC 2612.2) AND (NO LoaO FROM DOOR) MEETS REQUIREMENTS OF FBC/IBC 2603.4.1.9. 11,BALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 VERTICAL SYP(GRADE 02 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS _fi': TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. 2.EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+243 LB& -270 LB.PER LINEAR 12 GA. GALV. STEEL TOP ROLLER FOOT OF JAMB. 3. ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A BRACKET. EACH BRACKET ATTACHED FASTENER FLUSH MOUNTING SURFACE. W/(4) 144/8" SHEET METAL TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS 11141 USED IN THE CALCULATION OF ALLOWABLE SCREWS. LOADS FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. MAX.D.C. PREPARATION OF JAMBS BY OTHER S TONGUE AND GROOVE JOINTS. NM: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL 14 GA GALA. STEEL ROLLER C BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE HINGE. EACH FASTENED TO END C BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING STILES W/(4) ®144/8" SHEET CODES FOR THE LOADS LISTED ON THIS DRAWING. } METAL SCREWS AND (4) 1/4"X3/4" 2x6 VERIICAL JAMB SELF TAPPING SCREWS •:.:(, (2) 3"TALL x 20 GA. GALV. STEEL U-BARS PER DOOR SECTION, ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER HINGE LOCATION. �X§_IeLB TO SUPPORTING STRLk'TURE ATTAGHMEM (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) MA)IMUM 3' 27 GA. STEEL GALV. INTERIOR SKIN WITH A -- ON-CENTER BAKED-ON PRIMER AND ABAKED-ON DISTANCE - STEEL `'.:' / POLYESTER PAINTED TOP COAT. BETWEEN ,WASHERS T ... BUILDING TYPE FASTENER TYPE FASTENERS RE R(:'07 I H Y _ 3" TALL 50 KSI U-BAR ROUT- LED CMU OCK 1 A x 1-3 4 M Ubc L N Co E ANCHO ti-1 4 1 O.D 20 GA, GAT V. STEEL B p PSI MIN. CRETE 1 4 x 1 MI. M ULT RETE ANCHO LT 2 00 MIN.CONCH 1 4 x 1 MIN.E 8 7 N C NCR OR 8 O.D. 8 % 1-3 4 N. MEED ANIXR SL ANC _ a" I 4000 1 MIN,DO _LAG SCREW(ASTM A307. L 61 1- - • FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE.HIGHEST ANCHOR INSTALLED 13 GA. GALA. STEEL BOTTOM BRACKET. ATTACHED AT LEAST AS HIGH AS THE DOOR OPENING. WITH (4) #14x5/8'SHEET METAL SCREWS. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2',EXCLUDING STUCCO THICKNESS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A—A (SIDE VIEW) G, ♦%04.. HA/14O .......... ... 1-6�4 B NSF.'4, 0,� •• ••• • • • • • •• MANUFACTURING PRODUCT CODE �. '. �y(gyp • • • • • • • • • *, NO 83&a • • •• • • • • • DSIE-1F471 Qr • •• • • • • ••• • DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. PART NO.: N/A "0 i D •• ••• •• • • • •• unlexe SIMdRAN WAx axo =C�o�pay Yuma�8585 4 u. V(NDLOAD RATING Q :9: 9TATe OF :��� TOLERANCES.. T,Na 513-770-4� W 8 D P 5 4 'y0p•. < P,•' &an PmdKis posy Fac N4.513-770-4 moi,F O R��•��y���` .00= 3.015 DFSCRIDRAWNPBY N: GAL LRY DATE: 7/8/08 SINGLE CAR SCALE/N85 PSF DWG.R ���4+y Oi�A��?`�,, • ••• .0. ••• ••• ••• O F 3 O5 CHECKED 81X: -- DATE: -- SHEET 3 OF a SIZE L • • • • • • • • Degrees 31/2' DESIGN ENGINEER: • • • • • • •• • • uNem stotxJ Onw-dxe SCOTT HAMILTON, P.E. • •• • • •• • • • pWEN5K1Ns ARE IN u"HM DWG. NO.: 104119 VER: MD __-- FLORI A LICENSE No. 63286 -- ••• • 2 4 3 1 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 4 3 Ar 2 MODELS SHORT LUNG CYPRESS MODELS FLUSH SHEET- REVISIONS CLUPAY GD2SP, GR2SP GD2LP, GR2LP CLUPAY 4302, HDGC 4 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVO: DESCRIPTION GALLERY -. ____ 05 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLMES AR2SP AR2LP HOLMES 6202 ARTISTRY IDEAL ED2SP ED2LP IDEAL SFC68 EXPRESSIONS D � DOOR COUNTERBALANCE SYSTEM �B CONFIGURATION 2" TRACK CONFIGURATION.. HORIZONTAL TRACK 13 GA GALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB'WITH(3)5/18'X 1-5/8'LAG SCREWS HEIGHT "L^ INSTALLER(10 SUIT). AND TO TRACK WITH (2) 1/4"RIVETS. ' 2z8 SYP WOOD JAMB SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SUR). NOTE:TRACK CONFIGURATION 7'- "JAMB PREPARATION NOTE'. 18 GA MIN. (0.048')GALV.STEEL ENO STILE(2-1/2"x2"%3/8") ABOVE THE DOOR OPENING DOES AS ROD: SPACING NTE 30"O.C. _ FASTENED WITH(1)18 X 1/2"WAFER SCREW. NOT AFFECT THE WIND LOAD = 4" RATING OF THIS DOOR. _ 1 62'd:a" 2"GALV.STEEL TRAGIC, " 2-1/2"X 12 GA GALV.STEEL TRACK THICKNESS:0.060'. 1 TRACK BRACKETS FASTENED TO 0 - 18 CA G%STEEL CENTER MNGE -6 118" WOOD.IAMBS WITH S/8°% 1-$/8" 7/18'LD. ROUND �' = LAG SCREWS. PUSH NUT FASTENER. FASTENED TO SECTION W/(4)EACH 1 T•- #14x5/8'SHEET METAL SCREWS. 36'12' TYP,2_1/2•X 12 GA GALV. _ 136" 14 Ca CALV. STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4) EACH 114.5/8- //- 14x5/8" C C STEEL TRACK BRACKETS, SKEET METAL SCREWS AND(4) 1/4'SELF TAPPING SCREWS PER END HINGE. ATTACHED TO JAMB WITH(1) _ "1 ° KS' 5/18'X 1-5/8"LAG SCREW PER 2"GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 1 Y 12 CA GALV STEEL TRACK BRACKETS 2'D/A SHORT STEM(4-). 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. WITH ERHER(2) 1/4'DN. RIVETS OR fcr - (1) 1/4'X 5/8'BOLT h NUT PER ,SECTION C-C 3-1/2" 5'- TRACK BRACKET. L...........,. 18'O 4" PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2"z 5-3/4'x iZGA) ATTACHED WITH(2) 1/4"x 3/4'SEL,TAPPING FT* J IMK IS ALSO AVAILABLE DOUBLE TRACK LOW HEADROOM OPTION (AVAIL. FOR BOTH 2'AND 3'TRACK) BLE HOPoZONTAL RACK. B B HAiW/4�O �J��; VAC'E wSF'••y�'. •• ••• • • • • • •• MAL4UFACTURING PRODUCT CODE No 83 �� ngMXWTAewsuo • • • • • • • • • ►*�� •-�!�i reMrF)oFle. • • •• • • • • • DSIE--1F471 • •• • • • • ••• • DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. et b( r A�u�10RY • • • • • • • • • PART NO.: N/A .. ... .. . • • .. A A p; $TATE OF :�� Unle6s Stated eke.tee =Clnpay 8585 Duke Boulevard VINDLOAD RATING . �/ TOLERANCES ore u e° IM 5,3-770-4853 -770-45Mm W 8 D P 5 4 •'.�C•R IOP:���•` .O 1 031 DN"Freducls eerpmry Fox No. i�4sS1..... C,�, • ••• . ••• • • a0 1.0015 DESCRIPTION: GALLERY 2" EPS SINGLE CAR +54/-60 PSF pIi 10 • • • • • • • • • oo00 1.001 DRAWN BY: SFA DATE: 7/8/08 SCALE: NTS DWG.R • • • • • • • • Degrees " 11/2' CHECKED BY: -- DATE: -- SHEET a OF a SIZE 1J DESIGN ENGINEER, • • • • • • •• • • Unleee stated wAe„„„ SCOTT HAMILTON, P.E. :.• :• • • •• • • • Dm1ENS10N5 ARE IN INcHEs. DWG. NO.: 104110 VER: MD FL I LIC N No. 63286 ........_ 4 _ ... . . . . ••• . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Florida Building Code Garage Door Windload Design Pressures Report# DPR-170503-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 D), 175 mph ultimate wind speed for Miami-Dade County. Address: John Neal Walker 1273 NE 95th St Miami Shores, FL 33138, Miami-Dade County Garage Opening Size: 8'6"x 7'6" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 341011 Measurement of Nearest Garage Door Opening to Building Corner: 318" Positive Design Load: +45.8 PSF (see page 2) Negative Design Load: -50 PSF (see page+2)•• . . .... ...... The following Clopay Building Products Company Doors meet the requirements for the•Stated loapt:;•; •• 669606 of . 0000•• Clopay Model Gallery EPS W8, 8'6"x 7'6",Approval# 15-0225.24, Dwg# 104119,Windload(3spacity: +54/660 PSF! • 9••• . .` .... . ..... ...... .. . ..... •• 90 •• • 90.6•6 The design loads shown above area are based upon the measurements listed above for"enclosed"buildings-end require that the door being installed meets the requirements of Section 1626 of the 5th Ed Florida Building Code (2014) 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. *�Y11111f/��� 11 HAM/ �Ijis L E N *: N 63286 :r cc S 1 E OF :w` �U Scott Hamilton, P.E '•�'<` '• < (7?•'����'` 8Florida P.E. Lice 585 Duke Blvd nse No. 63286 �'� 'S;OONAL +.�`,,, 1r11n1ti Mason, OH 45040 (513) 770-4800 5/3/2017 a Florida Building Code Garage Door Windload Design Pressures Report#DPRA70503-A-01 Page 2 of 2-Retrofit Calculations for the Designated Door for John Neal Walker NOA and Site Specifics and Components 1. Miami-Dade County, coastal region,flat terrain, no escarpment. 2. Existing building,enclosed structure, Exposure D(FBC 1620). 3. Mean Roof Height=Less than 15' 4. Building plan and front elevation indicating the designated retrofit door opening: i 9' fs� Plan 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). 2. Nominal wind speed,V asd= 135.5 mph(Table 1609.3.1). 3• Exposure category=Exposure D;velocity pressure coefficient Kz= 1.03 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 componertlts and cladding and therafore garage doors. The first external pressure coefficient is for positive pressure and the other two coeffloiargs Tor nega ive pressure®.... One negative pressure coefficient is for'Zone 4'and the other coefficient for'Zone 5'. Zone 5 is the,well iagion in t ie corner oftpla..• building(also called the End Zone)defined as"10%of minimum width or 0.4h(h=mean roof heighl)rUicoever is"ler, but cell,o less than either 4%of minimum width or 3 ft." Zone 4 is the wall region that remains after subtractinp3"5. .• See Figure 30.4-1. • • • 0•�•�• ••••'• For the subject building,the Zone 5 region is defined as 10%of the minimum building dimension,or(0 10)(34'0")•=M4 A.Since the • garage door opening is located 3'8"from the comer,this means that 0 ft.of the door is within Zone 5,and 8.5 ft.of thedoor 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'=24.08 sq.ft. +GCp= 1.1766-0.1766*log(A) =0.9326. -GCp(zone 4)= -1.2766+0.1766*log(A) =-1.0326. -GCp(zone 5)= -1.7532+0.3532*log(A) =-1.2652. 8. Velocity pressure qz=.00256*Kz*Kzt*Kd*V asd2 in Ib/fe(psf)per Section 30.3.2. qz=(0.00256)*(1.03022956422736)*(1)*(0.85)*(135.5"2)=41.16 PSF 9. Design pressure, p=qz*(GCp-GCpi). Positive design pressure: p=(41.16)*(0.9326+0.18)=45.79 PSF. Negative design pressure for Zone 4:p=(41.16)*(-1.0326-0.18)=-49.91 PSF. Negative design pressure for Zone 5: p=(41.16) (-1.2652-0.18)=-59.48 PSF. � � HA/i4/4 Since 100%of the door is in Zone 4, and 0%of the door is in Zone 5,the weighted average i : % �,�.•G jv'• r0 (-49.91)*(100%)+(-59.48)*(0%)=-49.91 PSF. :~ �'� SF••'�ji ✓''i Rounding up to the nearest tenth,the final design loads are: +45.8 PSF and-5 No 63286 *;. Scott Hamilton, -D :XZ STATE OF :4/� Florida P.E. License No.63286 .��y•.• c 8585 Duke Blvd. O R 1 O4'G��.``, Mason, OH 40 (513)7 0-4800NA� 5/3/2017 M® t NIIA H-DARE COUNTY,FLORIDA METRO-DARE FLAGLER BUILDING BUILDING CODE CONWLIANCE OFFICE METRO-DADE FLAGLER BUILDING 140 WEST FLAMER STREET,SUITE 1603 MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 cy w yg, CONTRACTOR LICENSING SECTION (305)375-2527 FAX(305)375-2558 December 22,2004 CONTRACTORENFORCEmENT SECTION (305)375-2966 FAX(305)375-2908 PRODUCT CONTROL DIVISION (305)375-2902 FAX(305)372-6339 Mr.Joseph K Hetzel, P.E. DASMA 1300 Summer Avenue Cleveland,OH 44115-2851 Re:ASCE-7-98-Wind Directionality, Kd Factor applicable to Garage Doors in HYHZ/FBC 2001 Mr. Hetzel: Thank you for the letter of December 6, 2004 regarding the referenced issue. The followin comments are • provided. '� V: . • 6606. .. ...... 0 We concur with the interpretation provided by the Structural Engineering Institute, whiff jgdicates.that.per section 6.5.4.4 of ASCE 7-98, Wind Directionality factor shall only be applied for calctilaing•the vitihVoad ...•, when used in conjunction with load combination of section 2.3 and 2.4. 000090 .. .0••. r• •• •• • ••6e•• In an effort to disseminate the interpretation to all parties, we typically send memoratit"to all bLMding •0 officials in Miami-Dade County. The information can also be conveyed at our mot4`thly HbildinJ QM1iais • • • • • meetings. We can also discuss coordination of a seminar if needed. 0 :0000: to 6 606 • Continuing with this discussion, we would like to obtain examples of how the process would apply in the permitting of a garage door. What we are interested in seeing is how the garage door industry will use the equations in both sections 2.3 and 2.4 of ASCE-7-98. We will try to make sure we are all in agreement before issuing a memorandum on the subject, If this office can be of additional assistance, please contact us accordingly. cerely, Y e D. Gascon Product Control Inspector cc: Herminio F.GonzAlez, P.E., Director Michael Goolsby,Acting Deputy Director Iqbal Shaikh, P.E., Senior Code Compliance Specialist Candido Font, P.E.,Senior Product Control Examiner P:IPRODCNTLIPCLE rERIRESPONSMNDUSTRY104DASMA04.doc Internet mail address:postmaster@buildingcodeonline.com 0 Homepage:httpJ/www.buildingcodeonUne.com Nov 2 4 /il,13"t Structural Engineering Institute fti.A..so«.tyofcm&9. November 19,2004 Joseph R Hetzel,P.E. Tecbnical Director Door,&Access Systems Nlamdamwets Association.In4tes ational 1300 Sumner Avenue Cleveland,OH 44115-2851 Dear Mr.Hetzel, We have reviewed your request for an interpretation of Section 6.5.4.4 of ASCE 7-98 and we believe that the standard as written is clear. Section 1.3.1 states that"Buildings and other structures,and all parts thereof;shall be designed and constructed to support safely the factored loads in load combinations defined in this document without exceeding the appropriate strength... limit states for the materials of construction." So yes,the load combinations of Sectiop.2-3 am 6960 •••,•• 2.4 may be used in the design,of garage doors. • • be • •SY••Y 50 • SSSS•• As you note in your letter,the standard permits the application of the direskdality factor• • Kd only when being used in conjunction with the load combinations contained in on 2 of.t •••••• standard_ The reason for this restriction is explained in the corm entary of the stantMd and iso •• •'• also discussed on the FAQ portion of SEI's website as follows: of:**: o•so•• ••••• •Y •• •• • Soso•• 9. Why can the wind directionality factor(Kd)only be used with the load combinAM • •• speclfled In Sections 2.3 and 2.4 of ASCE 7-02? ' • i•••:• ••Y••• In the strength design load combinations provided in previous editions of ASCE T(A9CE 7-1136. ; • • and earlier),the 1.3 factor for wind included a"wind directionality factor"of 0.85.In ASCE 7- •• 98,the loading combinations used 1.6 Instead of 1.3 (approximately equals 1.6 x O.SS),and the directionality factor is included in the equation for velocity pressure.Separating the directionality factor from the load combinations allows the designer to use specific ' directionality factors for each structure and allows the factor to be revised more readily when new research becomes available. I hank you for your inquiry,an official integnztation vvM not be submitted to the ASCE 7 standards committee for balloting as we believe your request pertains to the application of the standard rather than the content of the standard. This letter is provided for general information and is not intended to constitute a professional recommendation,.advice,.representation,or warrwy of any Idmd by SEI,ASCE,their members,or the signatories of this letter,and the foregoing assume no responsibility therefore. Sincerely, /4AZ, Jam R Harris,P E.,PhD Lawrence H:Griffis,P.E. airASCE 7 Chair,Wind Load Task Committee of ASCE 7 cc: James A Rossberg,P.E. Director,SEI of ASCE 1801 Alexander Bell Drive Reston, VA 20781-4400 Phone:(703)295 6360 Fax(703)296 8361 Web:www.seinstitute.org C,k-)asP (LP W9 u�;0D. CJL Pe S 91 MIAMI-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 DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www miamldAde.aOv/eeonomv Clopay Building Products Company 8585 Duke Boulevard •Dose•••• . . .... ...... Mason,OR 45040 • SCOPE: 00..00 ••:• 0000:• This NOA is being issued under the applicable rules and regulations governing the use of conq"�igy materials.;'he • documentation submitted has been reviewed and accepted by Miami-Dade County RER-Productrgntrol Seg4on•to be usgel er- Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(A141 ,...' ; ..... This NOA shall not be valid after the expiration date stated below. The Miami-Dade Coupes Agduct CgpKoj Section� iii • Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve tlig Yet to haNp.tttis,product t or material tested for quality assurance purposes. If this product or material fails to perfog V eip.t& accepteli manner, V• manufacturer will incur the expense of such testing and the AHJ may immediately revoke,mbdil, Cr suspgnd the use of.high • product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is det4'trt'itled by Miami- Dade County Product Control Section that this product or material fails to meet the requirelwls Of the 3luglicable 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" Gallery EPS Insulated WS DP54 Steel Sectional Garage Door up to 9'-0" Wide w/Optional Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 104119,titled"Gallery 2"EPS Single Car+54/-60 PSF",sheet 1 through 4 of 4,dated 07/08/2008,with revision 05 dated 2/2015,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 NOA#14-0514.05 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. NOA No 15-0225.24 CMIAml-DWE)EUNTY Expiration Date: December 16,2019 Approval Date: May 21,2015 Page I 051t3j Clopav Building Products Company NOTICE OF ACCEPTANCE:_ EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 104119,titled"Gallery 2"EPS Single Car+54/-60 PSF",sheet l through 4 of 4, dated 07/08/2008,with revision 05 dated 2/2015,prepared by Clopay Building Prodws Company,signed and sealed by Scott Ilamilton,P.E. • . . 0000 0000.. .. 0000 0000.. 0000 0000.. B. TESTS "Submitted under NOA#14-0514.05" """ • 0000.. 1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBG IAS.202-94 •. 2)Large Missile Impact Test per FBC,TAS 201-94 6948 •••••• ••••• 3)Cyclic Wind Pressure Loading per FBC,TAS 20310.0: • • ••••• .. .. 0000 0000.. 4)Forced Entry Test,per FBC,TAS 202-94 000009 •• 5)Tensile Test per ASTM E8 • • • ••• Along with marked-up drawings and installation diagram of 9'x 8',27ga steel gar4gC 688r • •. Model GD2LP with Lexan MR10 windows,prepared by American T•estta6,Inc.,-Test Report:••••0 No.ATLNC 0326.01-13,dated 05/01/2013,signed and sealed by David W.Johnson, . 2. 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 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of 16'2"x 8',27ga steel garage door Model GD2LPW8 with MAK SL and/or MAK 15 windows,prepared by American Test Lab, Inc.,Test Report No.ATLNC 1105-01-13,dated 01/14/2014,signed and sealed by David W. Johnson,P.E. "Submitted under'NOA#09-0929.10" 3. 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 4)Forced Entry Test,per FBC,TAS 202-94 5)Tensile Test per ASTM E8 Along with marked-up drawings and installation diagram of a 9'x 8',27ga,Series Gallery, Model GD2SP steel garage door,prepared by American Test Lab,Inc.,Test Report No. ATLNC 0428.01-09,dated 06/03/2009,signed and sealed by David W.Johnson,P.E. 4. Test report on Salt Spray per ASTM B117 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. 0513 f�1'� Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0225.24 Expiration Date: December 16,2019 Approval Date: May 21,2015 E-1 Clonav Building Products Comnanv NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS "Submitted under NOA#14-0514.05" 1. Jamb anchor calculations,prepared by Clopay Building Products Company,dated 04/11/2014, signed and sealed by Scott Hamilton,P.E. 966. . 9999 9999.. "Submitted under NDA#09-0929.10" :90 • 2. Jamb anchor calculations,prepared by Clopay Building Products Cody,dated Q2;00*0 X1009, 0.0;; signed and sealed by Scott Hamilton,P.E. 000:0* • 9999.. 9999 .. 9 6 D. QUALITY ASSURANCE "" ""' 1. Miami-Dade Department of Regulatory and Economic Resources(R&Rx••• •••• ••6 6• .. .. 6666 9060.0 E. MATERIAL CERTIFICATIONS 0 6 6 0 0 0 1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastits for24k1oLexan' 80666 Polycarbonate Sheet Products,approved on 11/28/2013,expiring on 0'7/17,2018. 0 ::0000: 2. Notice of Acceptance No. 12-0605.05 issued to Bayer Material Science LSC (lV�)fog their Makrolon Polycarbonate Sheets,approved on 12/06/2012,expiring on 08/27/2017. 3. Test report on Surface Burning Characteristics,per ASTM E84 of Premier Industries'Type I EPS,Report No.3082960-500,prepared by Intertek Testing Services,NA,Inc., dated 10/04/2005,signed by Javier Trevino 4. Test report on Ignition Properties of Plastics per ASTM D1929 of Premier Industries'Type I EPS,Report No.3082959-500,prepared by Intertek Testing Services,NA,Inc.,dated 09/16/2005,signed by C.Anthony Perflaloza. 5. Test report on Surface Burning Characteristics,per ASTM E84 of Falcon's Type I EPS,Report No. 3094867SAT-001,prepared by Intertek Testing Services,NA,Inc.,dated 04/13/2006,signed by C.Anthony Pefialoza 6. Test report on Ignition Properties of Plastics per ASTM D1929 of Falcon's Type I EPS,Report No.3094867SAT-002,prepared by Intertek Testing Services,NA,Inc.,dated 04/04/2006,signed by C.Anthony Pefialoza. F. STATEMENTS 1. Statement letter of code conformance with the 2010 and the 51 edition(2014)FBC issued by Clopay Building Products Company,dated 02/18/2015, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA#14-0514.05" 2. Statement letters of code conformance to 2010 FBC and no financial interest, both issued by Clopay Building Products Company,dated 04/11/2014,signed and sealed by Scott Hamilton, P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No 15-0225.24 Expiration Date: December 16,2019 Approval Date: May 21,2015 E-2 4 3 2 MODELS SHORT LUNG CYPRESS MODELS FLUSH SHEET' REVISIONS CLOPAY GDESP, GR2SP GD2LP, GR2LP CLOPAY 4302, HDGC I OF 4 REV. NO. ZONE: DATE: ECA NO_. APPVD: DESCRIPTION GALLERY _._._ Oa - 7/3/14 - `SH REVISED PER OADE COMMENTS. HOLMES AR2SP AR2LP HOLMES 6202 THIS PRODUCT CONFORMS _ _ ARTISTRY TO THE REQUIREMENTS OF OS 2/20lS _ SH JADDED CODE COMPLIANCE STATEMENT. IDEAL ED2SP ED2LP IDEAL SFC68 THE 2010 FBC AND THE EXPRESSIDNS _ FIFTH EDITION FBC. D _ OPTIONAL GLAZING SHALL BE IMPACT RESISTANT GLAZING. MAXIMUM GLAZING SIZE (DLO) IS D DOOR HEIGHT N O DOOR WIDTH b DF INTERM. 38-1/2"x13". GLAZING MAY BE SHORT-PANEL (SHOWN) OR LONG-PANEL (NOT.SHOWN). SEE SECTIONS 1111, INGES/JOINT SECTION B-B ON SHEET 2 FOR DETAILS. UP TO 610' 3 6'2' TO T6' 2 GLAZING MAY BE INSTALLED IN TOP SECTION (SHOWN) OR INTERMEDIATE SECTION (NOT SHOWN). 6'3' TO 8'0' 4 7'8' TO 9'0' 1 8'3' TO 10'0' S (t) 2"X 3" X 0.042` INTERNAL BACKER PLATE AT EACH HINGE LOCATION ATTACHED TO SKIN WITH (2) TDG-L-LOG CLINCHES. 10'3' TO 12'0' 6 ----a—A 12'3' 70 14'0' 7 14.3' TO 16'0' 8 MAX SECTION HEIGHT=24' ¢ y ^VIEW "B" B /l/ VIEW "C" C Ix I t I C ifl� iI Ii iI Ii iI I1 1I II B o ��-___-- -' L___------ ------�, L_l:__--_-'' U-BARS MUST HE INSTALLED S _ ON TOP OF HINGE LEAF. SLIDE BOLT LOCK nz r- ---1 r---- - ----- 1 r- Z:: -_: -T I�--- ---�t I''----- -�I 1�------ 1" - 'I ENGAGES INTO =o I I i i i I 1 i I END VERTICAL TRACK. P I I I I I I = = I I I =I STILE. ONE LOCK ON oN I`-- I I `------ t 1 II TWO POINT LOCKING EACH SIDE OF Q, - - - ------J INTO TRACK. DOOR. 0 Ir I'- II I--- II I�- it 1� II I I I t l i 11 I I I t III t I INSIDE SLIDE BOLT I it li iI Ii iI li iI °i SNAP LATCH ENGAGES ,LOCK OPTION. ONTO VERTICAL TRACK. END W114SIDEHANDLE N STILE. OPTIONAL OUTSIDE KEYED-j —tip B LOCK POSITION B OUTSIDE MAX. DOOR WIDTH = D'-0" HANDLE. LOCK BAR OUTSIDE ENGAGES IN SHORT PANEL SHOWN. KEYED TRACK ON LONG PANEL AND FLUSH ALSO AVAILABLE. HANDLE EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH SNAP LATCH LOCK DPTION. LOCK BAR LOCKING �G ... E AlSF,Oi��i��,, 14x5 8" SHEET B / •• ••• • • • • • •• NUFACTURING PRODUCT CODE yQ�.t�p METAL SCREWS • • • . .� • i • • DSIE-IF-471 D �.p1 to}>arila •• EV L • + 4.O�P. F•1 -?'*.0 P.S.F. PART NO.: N/A ff B"�'Y'r 0� • A 9 STA •OF 'V/� A Pb1/4"x3/4" SELF •• Ojos 5t-bo wl,e. * � • 85BS Duke Bou A TAPPING SCREWS TOLERANCES a<e UIUfSay 0 UM VINDLOAD RATING �,. ► �.DH 450,D W 8 DPS 4 ���••-C� OP•\2�� 00 I"Na 513_rM_4M pFs•• p R1„ C>�P B! .o= 3.031 "5 Ro� T Fox Nn.513-7)f1-4853 .00 3.015 DESCRIPTION: GALLERY 2' EPS SINGLE CAR +54/-60 PSF q���flNAiT�tp 1a GA. END HINGES 16 GA INTERMEDIATE HINGE • • 0'004-*.00R0 DRAW BY: BEA DATE: 7/8/08 SCALE:MS C DWG. DESIGN ENGINEER: VIEW "B" VIEW "C • 4 0—0- t-1/2'• CHEC466Y:•-• DATE: -- SHEET 1 OF a SIZE SCOTT HAMILTON, P.E. • uwa &s .e•I a or.e FLORIDA LICENSE No. 63286 • WUNSONWEdW W D G. O.�1011 VER:MO 4 3 . . . . . . . . . . • .. •• • • . •• .. ... . . . .•. . . 4 3 2 MODELS SHORT LONG CYPRESS MODELS FI-USH SHEET, REVISIONS CLOPAY GD2SPGR2SP GD2LP. GR2LP CLOPAY 4302, HDGC 2 OF 4 REV. N0. ZONE: DATE: ECN N0. APPVD: DESCRIPTION GALLERY , 05 - - - - SEE REVISION HISTORY ON SHEET ONE. HOLMESAR2SP AR&P HOLM£S 6202 ARTISTRY IDEAL ED2SP ED2LP IDEAL SFC68 EXPRESSIONS D D IMPACT-RESISTANT CONSTRUCTION: SOLID DOORS(NO GLAZING)OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE IMPACT-RESISIANT.OPTIONAL IMPACT RESISTANT ASSEMBLY CONSISTS OF ALUMINUM FRONT FRAME AND SABIC IP LEXAN 9034 (VERSIONS ALSO APPROVED: MR10, 9030• 90318. 90316,90317, 90311, 90314, 90355) OR BAYER MAKROLON GP (VERSIONS ALSO APPROVED: SL.AR. 15),APPROVED CCI PLASTICS IN ACCORDANCE WITH IBC/FBC 2606 AND APPROVED Cl PLASTICS IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. C SECTION B-B(IMPACT-RESISTANT GLAZING OPTION) C INSULATED DOOR SECTION. INTERIOR OF DOOR. DECORATIVE FACADE. EXTERIOR OF DOOR. JO-18 x 1/2' SELF-TAPPING SCREWS: (12)FOR SHORT LITES; 16 FOR LONG LITES. 3/4'GLAZING BITE. #8-18 x 1/2" SELF-TAPPING SCREWS: CELLULAR PVC RETAINER. (8)FOR SHORT AIDE TS ALUMINUM B (12)FOR LONG LITES 1/4"THICK POLYCARBONATE GLAZING. IMPACT-RESISTANT GLAZING DETAILS HAM14T ,0iL .ANUFACTURING PRODUCT CODE *.r Nps 8 L *� vaouuc+ o •• ••• • • • • • •• DSIE-117471 s oaolpyMs•110 erF111•WW L�A ' a $q' 0 DESIpI LeAD0 :4.:P...F.0 :60.0 P.S.F. PART NO.: N/A Q A O: STATE OF :�tu� Ulds SRIedEiurlae 8585 Duke Bouler d VINDLOAD RATING 4 ••. ,T•a�ERlJ� s a "'��IQirey Moses,OH 45040 OSA W 8 D P 5 4 Te Na 513-77D-48tb1 P .0 *.031 Pmdxis Cempou7 _F- Ne.$13-77D-4853 �'4�tc"��O R 1.. �j�+N+, Mf - i� + Misnn Can�i .�' t 00 U DRAWNDESCRBY:NBFALERY OA7E5 7/8/08 SINGLE SCALE/NTS PSF OWG. 0000 1.001 DESIGN ENGINEER • • •��• tl�• CHECKED BY: •-- DATE: -- SHEET 2 of a SIZE SCOTT HAMILTON, P.E. • W EiAOx9�RE4W m, ° 11 DWG.4NO.9 18411 VER: MD FLORIDA LICENSE No. 63286 4 3 2:- 0:0 ..00. 0:0 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2 I 1 4 SHEET• REVISIONS MODELS SHORT LONG CYPRESS MODELS FLUSH 3 OF 4 REV. N0. ZONE: DATE: ECN NO. APPVD: _ DESCRIPTION CLOPAY GD2SP, GR2SP GD2LP,GR2LP CLOPAY 4302. HDGC 05 _ _ SEE REVISION HISTORY ON SHEET ONE. GALLERY 6202 2` THICK HOLMES AR?3P AR2LP HOLMES ARTISTRY 27 GA. (0.016' MIN.)STEEL EXTERIOR SILICONE FILLED CHANNEL SEPARATES ED2SP EDLP IDEAL SFC68 SKIN WITH G-40 MIN. GALV., BAKED-ON FRONT AND BACK SKIN OF DOOR. ]DEAL D EXPRESSIONS PRIMER AND A BAKED--ON POLYESTER PAINTED TOP COAT. MIN. YIELD 36 KSI. 1.95'THICK, 10 DENSITY EXPANDED POLYSTYRENE D FOAM INSULATION LAMINATED TO BOTH EXTEROIR AND INTERIOR SKINS. FOAM INSULATIONS AN JAMB 70 SUPPORTING STRUCTURE ATTACHMENT — �) APPROVED FOAM PLASTIC (PER FBC 2612.2) AND HORIZONTAL(TOP)JAMB MEETS REQUIREMENTS OF F8C/IBC 2603.4.1.9. (NO LOAD FROM DOOR) NOTE t. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE]RACK AND THEN FROM TIE TRACK TO THE 2.6 VERTICAL SYP(GRADE 12 OR BETTER)JAMBS.NO LOAD FROM THE DOOR R "... TRANSFERRED 70 THE HORIZONTAL (TOP)JAMB. 12 G4. GALV. STEEL TOP ROLLER 2.EACH VERTICAL JAMB SEES A MAXWUM DESIGN LOAD OF+243 LB& -270 L&PER LINEAR BRACKET. EACH BRACKET ATTACHED FOOT OF JAV.S. 3.ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A W/(4) ®14x5/8"SHEET METAL FASTENER FLUSH MOUNBNG SURFACE USED IN THE SCREWS. TYPE a LOA95 RANCHOR�ED FASTENERSFOR WIND �FOOWAS R STEEL,CONCRETE D MASONRY. OF ALLOWABLE TONGUE AND GROOVE JOINTS. .�...::..;. O.C. PREPARATION OF JAMBS BY OTHERS C LATE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL 14 GA CALV. STEEL ROLLER BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE HINGE. EACH FASTENED TO END C BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING STILES W/(4) #14x5/8` SHEET CODES FOR THE LOADS LISTED ON THIS DRAWING. �� METAL SCREWS AND (4) 1/4"X3/4' 2x6 VERTICAL JAMB SELF TAPPING SCREWS ..'::..: (2) 3"TALL x 20 GA. GALV. STEEL U-BARS PER DOOR SECTION, ATTACHED WITH (2) 1/4'x3/4" SELF TAPPING SCREWS PER HINGE LOCATION. 2x6 JAI,B TO SUPPORTING STRUCTURE ATTACHMENTCAL JAMBS OR SUPPORTING STRUCTURE) 27 GA STEEL GALV. INTERIOR SKIN WITH A �W (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTIUA //'BAKED-ON PRIMER AND A BAKED-ON ON-CENTER 1_7 8-��r / POLYESTER PAINTED TOP COAT. DISTANCE STEEL / BETWEEN WASHERS '"'r- HGBUIUUO)IWW-CFC4M.T1YEUP0 E CL MU BWLOCK FASTENER Aa4S'TENxx Et1R--TYPE MtIN. EMfB1EE0D ULTTRRAACON CONCREFASTEaNERS•REQUIRED. 3TAIL KSI B AR ANCM t1_y a GA. GALV. STEEL.TE ANCHOR 2000 PSI MIN.CONCRETE 1 4 x 1 21 MIN.EMBED ULTRACON CONCRETE ANCHO I$ B 2000 PSI MW.CONCRET 1 4"x i•MIN.EMBED TAPCON CONCRETE ANCHOR _ 4' IN 0 '`� yA R 3 8"X I-3 4`MIN. EMBED W"J-R AtlKR T SLEEVE ANCHOR INCL D coo PSI T._ t 3' AST 7 ��-13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED • FIRST(BOTTOM)ANCHOR STARLING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTDE.HIGHEST ANCHOR INSTALLED WITH (4) #14x5/8'SHEET METAL SCREWS. AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. ALUMINUM EXTRUSION& VINYL WEATHERSTRIP. WNMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCH:2-i/2•,EXCLUDING STUCCO 7HICNNESS. SECTION A-A (SIDE VIEW) HAM,,,aTTI a4T4j�� C C E N S!CTOQ.0. ANUFACTURiNG PR DDUCT CODE F•' p •• ••• • • • • • •• DSIE-1F471 No 83 8 � �Ao.WA Z,�. *I DE:CGN•IAS:*.+5t0 �.5.i 1-60.0 P.S.F. PART NO.: N/A A • BSBS Duke BwIe%wd VMDLEWD RATING Ap"I"m-&I- 7yI.�Imp ON 45040 DSA W 8 DPS 4 A "9 STATE OF •• •iOLr!cE:.- ;rSCRIM. cab ay TeL M.513-770-48oD�O• .0 m 3.031 DNY Fm Na 573-770 1853 OR10P,:c�`� Dli�d (',oArd .00= 3.Ots GALLERY 2EPS SINGLE CAR +54/-60 PSF �'i`S/ONAtti�� , • ••• .000 *.005 f Y: B.A DATE:7/8/08 SCALE:NTSDWG.I4+ii Ia4p • • DEW Ap�e DATE:-- SHEET 3 OF a SIZEDESIGN ENGINEER: • °'" E I IAC7ES : •la�79 VER= MD SCOTT HAMILTON, P.E. •• • • • • • • • 1 FLORIDA LICENSE No. 63286 3 ••• •2 • • • • 4 . . . . . . . . . • • •• •• • • • •. •• ... • • • ..• • • MODELS SHORT LONG CYPRESS MODLLS FLUSH SHEET, REVISIONS CLOPAY 4 OF 4 REV. NO. ZONE: DATE: ECN NO. WPM DESCRIPTION GALLERY GD2SP, GR2SP GD2LP, GR2LP CLOPAY 4302, HDGC _ _ _ - SEE REVISION HISTORY ON SHEET ONE., OS — HOLMES AR2SP AR2LP HOLMES 6202 ARTISTRY IDEAL ED2SP ED2LP IDEAL SFC68 EXPRESSIONS ---. D D DOOR COUNTERBALANCE SYSTEM IAMB CONFIGURATION. 2"TRACK CONFIGURATION. - HORIZONTAL TRACK 13 GA GALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR JAMB WITH(3)5/16"X 1-5/8"LAG SCREWS HEIGHT •L• INSTALLER(TO SUIT). AND To TRACK WITH (2) 1/4"RIVETS. 6'-6' 7'_p 2x6 SYP WOOD JAMB SEE OPTIONAL STOP MOULDING BY INSTALLER(TO SM. NOTE:TRACK CONflGURATON 7'-6` 'JAMB PREPARATION NOTE 18 CA MIN.(0.0497 CALV.STEEL.ENO STILE(2-1/2'x2'%3/By ABOVE iFIE DOOR OPENING DOES = = AS ROD:SPACING NTE 30"O.C. •_p• FASTENED MlIM(1)88 X 1/2'WAFER SCREW, NOT AFFECT THE W�t•ID LOAD '-6 94' RATING OF TMS DOOR. - -t " 62"34" 2'CAV. STEEL TRACK. 9'-6"106" 2-1/2"X 12 CA GALV.STEEL TRACK THICKNESS:0.060". 10'-0`112' TRACK BRACKETS FASTENED TO p 16 GA MY.STEEL CENTER HINGE 10'-6'11 - WOOD JAMBS WITH 5/6'X 1-5/8' 7/16'I.D.ROUND 1 LAG SCREWS PUSH NUT FASTENER. FASTENED TO SECTION W/(4)EACH .L. 11,_ B74x5/8"SHEET METAL SCREWS. 36"32" TYP.2-1/2'% 12 GA CJILV. i2'- 36` 14 GA OALV.STEEL ROLLER HINGES FASTENED To END STILES W/(4)EACH 814x5/8' C C 12-6" SHEET METAL SCREWS AND(4) 1/4"SELF TAPPING SCREWS PER END HINGE. z AT�TA¢CHED IO JAMB WITH(1) 13'- 5/16'X 1-5/8"LAG SCREW PER 13'-6 2"GALV.STEEL TRACK fASTENCK TO TRACK BRACKET. 1 '-0 12 GA GALV STEEL TRACK BRACKETS2"DIA SHORT STEM(4'). 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. WITH EITHER(2) 1/4"DIA RIVETS OR 10' S- ' (1) 1/4"X 5/8.BOLT 4 NUT PER ,$jpTWN c-c 3_1/2• 15'-6" TRACK BRACKET. 16-0" 4" PREPARATION OF JAMBS BY OTHERS. LHR BRACKET(2-1/2'z 5-3/4"x 12GA) ATTACHED WITH(2) 1/4"x 3/4"SELF TAPPING SCREWS. Z' TRACK IS ALSO AVAILABLEp�E TRACK - IOW HEADMOM 011911(AVAIL FOR BOTH 2"AND 3"TRACK) HLE HOR20NTAl TRACK. B B �• y:'�.� ENS, 0 F • MANUFACTURING PRODUCT CDDF No 63 ••• ••� • •• • ••• DSIE-1F 471 '�.• �(_' _ � •• OESIQ(J LTOV9' 160.0 P.S.F. PART NO.: N/A STATE OF :�' � � vn.x�tw�Dtnx.ee• Cho aY x585 Duke 5D40 U A VINDL13AD RATING r, .. •pN ERaMeE$ 110% 51 45Q40 USA W 8 D P 5 4 Td.Na SIJ-770-480D a0m Poaw I.No.513-770-4855 .W 3.015 DESCRIPTION: GALLERY 2`EPS SINGLE CAR *54/-60 PSF `% • •.• .000DOOO 3.005 DRAW BY: BFA DATE: 7/8/03 SCALE: NTS DwG.R DESIGN ENGINEER: • • Devev'.t I�r •CHECYED BY* -e DATE: -- SHEET a of a SIZE B SCOTT HAMD.TON. P.E. •• • A +E9 f)1�G. i t at VER: MD FLOIBDA LICENS No. b3286 • • • • • • ,� 4 Z i.. Zi i J ... . . . . ... . .. .. . . . .. .. ... . . . ... . . . x •••••. Goes • • •••••. •••. ••sees ••Goes• • • G• see* • • • . 0 e • oGG•• Goss ••GG.. e G • 96900G e • ee•eG• 0.000• • • • 0 00 so A Lhrv, MR GIG • • s • E ' C