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WS-16-476 'l ftrm#NO Miami Shores Village B W,,inlhuttrs ' wQ1 10050 N.E.2nd Avenue NE � 0185: S1 Age �: Miami Shores,FL 33138-0000 � {: VED-, zz Phone: (305)795-2204 Expiration: /10/2016 y• �>� 31412 Project Address Parcel Number Applicant 250 NE 97 Street 1132060134010 Miami Shores, FL 33138- Block: Lot: JEFFREY J GIASSON Owner Information Address Phone Cell JEFFREY J GIASSON 250 NE 97 Street (786)863-2038 MIAMI SHORES FL 33138- 250 NE 97 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 1,200.00 BLACKJACK GARAGE DOORS INC (786)863-8920 _..,._ _.,_. _...., _.. ... _. .. _........._.. Total Sq Feet: 0 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 $1.20 DBPR Fee Invoice# WS-2-16-58763 $2.00 DCA Fee $2.00 02/22/2016 Credit Card $50.00 $76.20 Education Surcharge $0.40 03/14/2016 Credit Card $76.20 $0.00 Permit Fee $110.00 Scanning Fee $9.00 Technolpgy Fee $1.60 Total: $126.20 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFF AVIT: Ice that all foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction d onin ore, t rize the above-named contractor to do the work stated. March 14, 2016 U onzed Sign ture: / Applicant / Contractor / Agent D5te Building Department Copy March 14,2016 1 Miami Shores Village � �Tr [RK ER Building Department �,� S10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY. INSPECTION LINE PHONE NUMBER:(305)762-4949 _ 1 rV FBC 20 M BUILDING Master Permit No. WS 1 L4 fo PERMIT APPLICATION sub Permit No. WILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS CHANGE OF ❑ CANCELLATION ❑ SHOP � CONTRACTOR DRAWINGS , JOB ADDRESS: s�] l� I 1L City: Miami Shores County: Miami Dade zip: Folio/Parcel#:_1 I �-22L i���J -9010 Is the Building Historically Designated:Yes r NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): ' C-1 IGIC3-son Phone#:(7S(c) : 1 "t`'lsCl Address : N'G 2± 5, City: M1 CY _ --`-)h®Y-S'�> State: _ Zip:__i33 Tenant/Lessee Name: Phone#: Email: S a(-tkv CONTRACTOR:Company Name: IrAllVVt6. 'i S Phone#: C Sf� adz) acfpp Address: / zL('L -Tety- cle City: State: FL Zip: �I 9 l J Qualifier Name: Phone#: State Certification or Registration#: 1�4 6��0q Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Z.(?C7 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New [Repair/Replace ❑ Demolition Description of Work: d , Specify�blor f color th'ru tile: 9 Submittal;ee$-- �1. . P.� it�e ,$' 1 CCF$ d ° 2-0 CO/CC$ Scanning Fee$_ '6� Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ (:3 ' ® Double Fee$ W Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ - • 2 (Revised02/24/2014) r r , r 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. Signature 4.11 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of t-dOiJ Jcx-� 20 1 (Q , by ICS day of Tcbn 20 J by Aflkrr • l cv who is personally known to CYO ( y 10 v is personally known to me or wl has produced LiZ50-4W^&Z0Z 1 0 as me or who has produced:F1 0L!21 InT � identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 4 Sign: JJ U Sign: A1 Print: Print: Seal: �`�Xp`0�%s ISA9EL ZUNIGiA Seal: at+o'„��`'y�� ISAB L ZUNIGiA '1 MY COMMISSION#FF173394 i'' '! MY COMMISSION#FF173394 EXPIRES November 2 2018 ° o.id! EXPIRES November 2,2018 (404�"ee ora3 ri !)3 is F ori of ce.com APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Lwaf Busi Less Tax Fbcei pt Miami-Dade County, State of Florida -THIS ISNOT A BILL-DO NOT PAY LBT 7171314 oe BUSINESS NAM E/LOCATION RECEIPT NO. EX PIRES BLACKJACK GARAGE DOORS RENEWAL SEPTEMBER 30, 2016 INC 74GM81 Must be displayed at place of business 12241 SW 262 TER Pursuant to County Code HOMESTEAD,FL 33032 Chapter 9A-Art.9$10 OWNER SEC.TYPE OF BUSINESS PAYM ENT RECEIVED BLACKJACK GARAGE DOORS INC 196 SPECIALTY BUILDING BY TAX COLLECTOR C/O ERNESTO GOVIN,PRESIDENT CONTRACTOR 76.00 09/30/2016 vvftegs) 1 14BS00029 0224-164008463 TNsLocal&ainessTacfboelptaMycm*nmpsymartdthe L=dBadness'tWLTwReaaiptisnataIIcerw , permit,cracerdocedmdttm 11cider'squoli°cadons,todc business.Holder maimpiywitharg+gouermmrdel arnmgma.m.mdd rgMdxylawsw d mgWrerladswhichappiytotheb mens,. 1haFE 3PfNQabmemlstbadisoeyedmall alw0ldles-Mind-DadeOodeSee sr96, WDFarmm areIrftnvtiad Visit Municipal Contractor's Tax Receipt Miami—Dade County, State of Florida THIS IS NOTA BILL-DO NOT PAY MC CC NO: 148500029 81.11IIM98 NAMEMOCATUM IWOMPT rw. EXPIRES MACIOAM GARAGE DOORS INC SEPTEMBER 309 2016 12241 SW 252 TER 7473184 HOMESTEAD,FL 33032 Pursuant to County Code SOCIO-24 TYPE OF BUSS ESS PAYMENT RECEIVED CKJACK GARAGE DOORS INC SPECIALTY BUILDING CONTRACTOR BY TAX COLLECTOR C/O ERNESTO GOVIN,PRESIDENT 175.00 09/30/2015 0224-15.006453 Thb mmopt be"tvvW In do Wowing MunloWWwAvedoms.Doral,111Wkw6,Key 91soop Mbm1 Qwd00%Mbad Ldm&Minolta Bay,PllwareSt BMW WN 11000116701"01&WW BayED . image dO",risK f � CERTIFICATE OF LIABILITY INSURANCE Fo2/15/2016DATE (MM/DD/YYYY) 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(ies)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 CONTACT Yen Paz Choice One Network PHONEjA, No 305 677-7113 Fax 305 677-7114 18400 Franjo Road AE-MAILDDgEsse yen@choiceone.us Miami FL 33157 INSU S AFFORDING COVERAGE NAIC# IN RERA: Granada Insurance Company 16870 INSURED INSURER B: Blackjack Garage Doors Inc INSURER C: 10915 SW 218 Ter INSURER D: Miami,FL 33172IN RERE: 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. INSR TYPE OF INSURANCE DL B POLICY EFF POLICY EXP LIMITS LTR Jim iffin POLICY NUMBER /DIMMID GENERAL LIABILITY EACH OCCURRENCE $500,000 A X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED MW $100,000 CLAIMS-MADE FX I OCCUR 0185FL00056010 01/21/2016 01/21/2017 MED EXP one $5,000 PERSONAL&ADV INJURY $500,000 GENERAL AGGREGATE $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG X POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS $ NON-OWNED MAGE HIRED AUTOS AUTOS PROPERTY DA UMBRELLA UAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION WC STATU- I OTH- AND EMPLOYERS'LIABILITY Y/N PR ANY PROPRIETOR/PARTNER/EXECUTIVE❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DES RIPTI NOF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Machinery or Equipment-Installation,Servicing or Repair-Not Otherwise Classified(Garage Door installation and Repair) Premises/Operations Liability$500 PD Deductible per Occurence CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 AUTHORIZED REPRESENTATIVE - <YP> c�- ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD 2!2/20';3 Report Viewer �l1 90096 tri . 4. JEFF AIWIVER `� s CHIEF FINMCIOL.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 certififies that Me individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVEDATE 1/27/2016 EXPIRATION DATE: 1/26/2018 PERSON: GOVIN ERNESTO FEIN: 611683965 BUSINESS NAME AND ADDRESS: BLACKJACK GARAGE DOORS INC 12241 SW 252ND TERRACE HOMESTEAD FL 33170 SCOPES OF BUSINESS OR TRADE: MACHINERY OR EQUIPMENT ERECTIO Raa�6toGen�440.Ofi(14),F9,and8ardacarparedmxfoelecbe�arp6mSanQiadiap4ahy8Q am69�edelec9muder6dse�tlm rtrtmmyynotrecote'6ee96samrpaaatlmudar9ia FlrteuadbCha11eM0,06(1�.F.S.Car66ca1mde�anlo6e�.emolYatdy W9ilntlmawpedtliandt�Bssaltade 9atedmtha ufelaedm0oheme,�dq�.Pueuantto Ciader4l0AB(1�,F.S.,NaflosdeleGfantabe 6a�pasm�nert�iedm6retwtl�vicertl@�mla�ger��tliaregd�dtl�ssa9� glsa�IMg �anu@�c�ea�tle� �ahelle�daa DFS•F2-DWC-?.62 CERTIFICATE OF ELECTION TO BE EX86PT REVISED 18-13 QUESTIONS?(850)4131609 httpsJ/apps8.fldfs.corrVcrreporNew/reportViewer.asp Odata=kJypglric9D7Q3gH6TER6ePlKMZ%2lSz5bXKYYB*eleESoPVyiv3NPOPN42XeirDRGXVWhM... lt2 A ackjac lit. 1 "C"AUK C LACE gage �oarg D(A)US Date: March 4, 2016 State of Florida County of Miami-Dade Before me this day personally appeared Ernesto Govin who, being duly sworn deposes and says: That he will be the only person working on the project located at 250 NE 97t` Street, Miami, FL 33135. Sworn to and subscribe before me this 4t` day of March, 2016. Driver License, G150-200-86-248-0 Ernesto Govin Notary, Isabel Zuniga Signatur L) y I�0 ISABEL ZUNI©A MY COMMISSION#FF173394 EXPIRES November 2,2018 %MM-Gir Flo rldpNote 3eg1Ce.com S�ORs B,,, ,,,,, Miami shores Village Building Department R`tpA 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: (/1 M O ner State of Florida County of Miami-Dade The foregoing was eacknowledge before me this IV day of R64ajj ,2010 . By_, e Ca C GL SSU Y-� who is personally known to me or has produced xgD - Z 1— U as identification. Notary. SEAL: p��• 70NtGA +�`'' ISA13EL ZUNIGA 13394 % ,j. MY COMMISs10N*M73394 2.2018 ®►n„ EXPIRES November 2,2018 om . �unce.com xs Miami Shores Village yNORs'y' Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 y�niOy� Tel: (305) 795.2204 RIDp' Fax: (305)756.8972 t BUI ING CRITIIQUE DATE: 02-23-2016 PERNIFF JNUMBER: 16-476 . 000 0• . .0 • . .0000. :00,00 0 00 • 1. Provide a sR60I With the size ofApressure d pressure. ' 0 2. Pfiwide site Sped ffic or generic wtion. 0000. . � 0000 0000 •;;;;; IsMW-Ndaranjo,.B.O, CFM • Bditding Director%. • 0000.. 00000: • 0000.: • 0000 • . 0 • 00 • s see oo 00 • • • • : :'• • ' 00 lSwnev--C- CJGi re6C C(CC)r C .� 00(i r - J ^w i LooFAROOQ CORPORATION r SULTING ENGINEERS & PRODUCT DE -W4@T,- � l WINDAD TABLES FOR COMPONENTS&CLADDING o FE 2 2 2016 L IND STANDARD.-ASCE 7-10,FBC 2010/2014 EDITION By: l P GARAGE DOORS ONLY Co`- NG REVIEW I 1 • •....• Wind Speed : 1 OVEDl� •• • • ...... 0 .l ...... Risk Category DAT3 096•so 0 Exposure Category: D �_� 0.••. •. 0•9090• • 0 • . 04,0 00000 9000 .. 999• • 9 • 99 1.Client Jcq (�ttG�SSDn 006000 99 .•.00 - 090.00 • • 2.Project Name: (R�jdenti�l • Proje�tsEhr�r) ""' • _ 3.Project Address: �t' •09• 0000 :0000; MIayll1 sbores FL 0.• • rlTv STATF. 4.Building Height: (See Figure I above) 5.Door Size: MAXIMUM DESIGN LOADS FOR BUILDINGS EQUAL OR LESS THAN 25 FEET. ;MEAN FOR RULIDING WITH ROOF SLOPE>10 DEGREE- FOR BtiLIDING WITH ROOF SLOPE<10 DF:GKEF. ,ROOF - _ ----0 OR WIDTH DOOR WIDTH HT. 8 FT. 9 FT , - ' 12 FT. 1 16 FT. 18 FT. 8 FT. 9 FT. 12 FT. 16 FT. 18 FT. y (FT) PSFo-) PSP(-) PSt(+) PSFO PSF(+) PSF(-) PSF(+) PSR-) PSF(+) 11SFI )!PSF(+) PSI'(-) PSF(+) PSF(-) PSPf+) PSR-) MR ) PSP(-) PSFIF) PSF(-) 15 ,i 46.1 1 603 7S 58. 3.6 55.2 41.8 151.5141.1 50.0; 42.3 55.0 41.7 53.7 40.0 50.4 38.4 47.1 37.7 45.8 a `16 46.7 60.9 757-Tff 44.1 55.7 42.2 52.0 41.5 50.5 3 42.7 55.5 42.I 54.2 40A 50.9 38.8 47.6 38.1 46.2; 17 47.1 61.5 46.3 59.9 44.5 56.2 42.6 52.5 41.9 51.0 i 43.1 56.1 42.5 54.7 40.8 51.4 39.1 48.0 38.4 46.7' 18 47.6 62.0 46.8 60.5 44.9 56.8 43.0 53.0 42.3 51.5 j 43.6 56.6 42.9 55.2 41.2 51.9 39.5 48.5 38.8 47.1 19 48.0 62.6 47.2 61.1 45.3 57.3 43.4 53.5 42.7 52.0 44.057.1 433 55.7 41.6 523 39.9 48.9 39214. 7.b 20 48.4 63.2 47.7 61.6 45.8 57.8 43.9 54.0 43.1 52.5 ; 44.4 57.7 43.7 56.3 42.0 52.8 40.2 49.4 39.5 48.0 21 48.9 63.8 48.1 62.2 46.2 58.4 443 54.5 43.5 53.0 44.8 58.2 44.1 56.8 42.4 53.3 40.6 49.9 39.9 48.4 22 493 64.4 48.5 62.8 46.6 58.9 44.7 55.0 43.9 53.4 45.2 58.7 44.5 57.3 42.7 53.8 41.0 50.3 40.3 48.9 23 49.8 65.0 49.0 63.4 47.0 59.4 45.1 55.5 44.3 53.9 45.6 59.3 44.9 57.8 43.1 54.3 41.4 50.8 40.6 49.3 24 50.2 65.6 49.4 63.9 47.5 60.0 4.5 56.0 44.7 54.4! 46.0 59.8 45.3 58.3 43.5 54.8 41.7 51.2 41.0 49.8 25 50.7 66.1 49.3 64.5 47.9 60.5 45.9 56.5 45.1 54.9".: 46.4 60.3 45.7 58.9 43.9 155.3142.1 51.741.4 502 Notes:- -h=Eave height for roofslope:s 10 degree. -Table above shows marimum design load for shown building height in end zone. For any other conditions/zones, design loads to be evaluated on project basis Disclaimer:- -This document is not valid without the embossed seal of an engineer employed iS by AI-Farooq Corporation -No portion of this document mm,be used or reproduced in anv manner. JA4ALHNI�A� (except, however,for that portion of ASCE 7-10 sel forth herein). FIA 70592 EB CAN#3538 9360 Sunset Drive,Suite 2201 Miami.FL 33173 T:305.264.81001 F:305.262.69781 www.afeeng.com I alfaroognafeeng.com t M IAM MIAMI-DARE COUNTY •� PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Clopay Building Products Company 8585 Duke Boulevard Mason,OH 450400000 SCOPE: 000 0000. 0000.0 This NOA is being issued under the applicable rules and regulations governing the use of constru0on rnaterils.The • documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pr4d�:Contro'1 Section to 13e...• used in Miami Dade County and other areas where allowed by the Authority Having Jurisdic&p(AHJ)�0 ..0 0 This NOA shall not be valid after the expiration date stated below.The Miami-Dade Couft&pduct Cgmtrof 8ectiori tth Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve tba�to hayg this product o e 0 material tested for quality assurance purposes. If this product or material fails to perform 1n Itte accend jtlanneri 9e 0. manufacturer will incur the expense of such testing and the AHJ may immediately revok%modify,or suspgnd the use of• such product or material within their jurisdiction.RER reserves the right to revoke this aocepfance,if it is de0tenninetl0by„ Miami-Dade County Product Control Section that this product or material fails to me et0the rec�iuf'e A is of the applicable building code. Goo 0000 •0 This product is approved as described herein,and has been designed to comply with the Florida Buildingeh&, including the High Velocity Hurricane Zone. DESCRIPTION: 2"EPS Ins.Steel Sectional Garage Door up to 9'-0"Wide w/Impact Resistant Lites APPROVAL DOCUMENT: Drawing No. 101703,titled"HDG/HDGL,66/68,4300/01,4310/67/HDGL, 4400/01,H Models",sheet 1 of 1,dated 11/19/1996,with revision 6 dated 7/2012,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E.,bearing the Miami-Dade County Product Control renewal 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 renews NOA#12-0125.04 and consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No. 12-0710.06 M Np�pE OUt�f Expiration Date:September 20,2017 CAPPROV Approval Date:October 4,2012 �la,lyptZ Page 1 f Clopay Buildina Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101703,titled"HDG/HDGL, 66/68,4300/01,4310/67&ML,4400/01,H Models",sheet 1 of 1,dated 11/19/1996,with revision 6 dated 7/2012,prepared by Clopay Building Products Company,signed and sealed by Scott Hamilton,P.E. *see • 6909.. B. TESTS "Submitted under NOA #09-0929.10" •• •6 0• 1. Test report on Forced Entry Test,per FBC,TAS 202-94,preparedy,6A0rIlericaA Test Lab,hw.,-• Test Report No.ATLNC 0428.01-09, dated 06/03/2009,signed anc �gared by Dav�d W. Johnson,P.E. • 6666 . .. 6666. "Submitted under NOA#07-080714" .. 0 • 6666. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per F&-TAS 212,'..' 0 0 0 2)Large Missile Impact Test,per FBC TAS 201;.•;•; • 3)Cyclic Wind Pressure Test,Loading per FBC TAS 203, ;•0 0:0 ••••:. along with marked-up drawings,prepared by American Test Lab,�,P,�est R6port No. :0000: ATLNC 0823.01-06,dated 12/18/2006, signed and sealed by David W.Johns; CIOPAY MODELS 4300, 4301, 4310, 4400, 4401HDG. HDGL ° .na1 .A.Mw.ASIS.a HAL,°nae.ams raw.zib. CI OPAY MODELS H400 H401 H300, H301, H310 SECTION B—B °°00.p°°•.A0.G.E s WWR-• HOLMES MODELS 66 67 68 6200 6201 6203 LLn 0' m r mamm n a°. i OWAM { /J1/pw MAm avmr M,.Mm m mA eem.A..Aam, TRACK CONFIGURATION HEAL TRACK suPFDar RPM�1010180 2'.3'.043r AN CALV,NaZED SEE.SACKER PIATES AT(A0fED TO DEBOL•2 IaISI vn[. er coon alNWR;RE(Io FOR. a s Is a.w DOOR SKIN ATH MOM TOG-L-LOC SYSTEM(NOT VISIBLE FROM �•�.�� ¢tReA„pm Rf'O1�FOR . aursce) TSENnarEem+r T l/TES lull LaCAiEo AT THE TOP AND eoTroM wnISa •rnwTAM • opT•Sq a FACT SECTION AT CA04 HALE LOC/OCN. alw-A 04FRT. FnOMl iW!°4A. ff wA ®(pllpfaB.:•E RON OF AW=-RMS&AN1 1 MENTION.NMOL AtTAKMO TO FUG MOM MAA•Al Em69 TOP IMCOOM M•••) L VM(1)7/a'Wa•01NUff SOLT. � NEII_ro-NM-Tw$CIW MOT FA Aj' �'i 1l • 9 NAL ISAAAG$ME s 10-1 11•, OUST. j ,7 IAL M 81m FIAG BRACKET,0- EACH FASO SC ro 4IADNB a Accaa ¢LEYN / AGED.Nn•AM(3)a/+rit-+/2'WOOD I,•sOMRA DOOR SIO.RT.AN NRP0�11E/FDSC0C2 AA90C A •� AC tMINU M ewe'i0N 4�HlA }I�r oFTAns. m.lfx RT99NAT yEure sOAC S canna Two./4--vTIND"ro AcK Da L ' t { 11 ; ac-pm A ranow S Sffi.00011C SRUCIAtlIL TRAM TIw k),p••yc TwCx eO.A t MISSED GE L E'1.I - A M1043V TRW -0 - 2 10 1x - - - FRAME R auwc g$ 10 ae e2 - - - i1 •1• 1' Laa F'®r1011(TINS+906i TRI ParBI..aE REANMR 8 2•GALV.STEEL twOL 1MOur W EMt 1ACtl FOR OETAOS. FA TOB0 m FwME NAM 1 S TRACK N�54:O.Ow. . uA TOP SPA= - • ' -.a-- DOWNS M TABLE 1 TABLE 2 1 TRAac ` ONTO a MODEL •'11-� ' BEER HEIGKT uF'sEcr)F NOBEL , 66 T • _ 1 UP M 7.O• 4 4400 H N A 21 G0.1•E.FXIERIQI aIISO SHORT RABEO PANEL { I 1 1 �p1 A 7.3.TO 8.9. s 4401,H401 MIA 24 CA,ASIA,EXTERIORt•ANfl• .C. I �iA KSI 'aKDnt 9'-0'� 9'0'TU IO'6• 6 4 t t VOL '0.VSx PAf@t• rNSIN:ELEVATION 10.9•TO 12'3• 7 4310 HStO TCA.B7,6207 27 fR4 MOL EAERMR WE RAL4E0 PANEL -ArL -0 1 12'6'TU 14'0• 8 TTP.2-1/2'.12 OA GAty.STEEL TRACK SHOWY. 14'3'TO IS'9' 9 "IrYt• t TP14t BRACKETS PER SIDE(up To 6'rop¢ Sry,�tTAtAMS TRACK BRACKETS PER SIVE((UP TO f0'AG). ONTO,1FAAM,�, 16.0• ID SECTION A—A Twat BRACKETS PER SIDE(UP m t'r I HJ. a°�a1 a'ISN m°1Die MAX SECTION HEIGHT,21' ae6Fe/t7MN TL')fA �� TRRACK BRACETS�SIOE((uMpp T7oo for T>m A.Cm roan KAMawL su ats sommoombAMNON ) pNpA BO�Ae � om� FRONT M•a10K Wal•,a= ,AmEtpErm •�0 PREPARATION OF JAMBS BY OTHERS 1N.RD Am18 � 2' r 'T P0.Y81MNM t� N�NE uIS7�rHE SUPPORA6 STRUCTURAL ELEMENTS S A L ..e A pp FOw wA°A gx u,NwED yq „OS mm 01Ce fd1NOR16 TO SU DTE OF,HE PR ACCORDANOMLCE OF RECORD FOR NE N.w .A•1°wolE � or a°RR II&MAW »a(OAt6'ANd -- romEmR 11M1(� PtO�l4 Qp� TW RVOUatDOOIS 2pt of THE 2007 9A1.006 OR NE LOAN MID A WITH aAAkNF BIOIAKi CODES FOR 71ff Lotus ttsTEO ON TIOS OPo�i6 COMM PRDm 3Na.MIA DNL Ac, FALCOM BRm Sarni"',AI'1�x -- i tTDp O GAWL GXV.WANTEDO.�roP -- p)12 m aMV.ASL Tw JAMB TO SUPPORTING STRUCTURE ATTACHMENT (Im iwo'�FTtW aooR�j OLM AIR To ROA RISLER MMOMIN Q-trr, 2-3/ 2-1/4'CMI Coo s0m of Am.Sm �1/ S l �7FE 1.oAD ETNA Tiff OOM 6 TRAN4ELD ro THE 7wcK AND THEN FROM TME TRACK ro 71ff 2.8 Q 1..6/6•SWEET MEAL NMN.. SCA.SVP�IX 12���S No LM FROM THE DOOR IS TIM o ro THE i f »Gl ON.v.SELLER ALML 2. ALL JAMB FASTENERS MAY Be(BOT ARE NOT REOUSEB M BE)COtATENORM To PROMOTE A FLl6H _ FAM HOW FASTENED ro EIAFASTENER 7-112' TONGUE AND SRES 1AIi KIST/th6/0' 1 A SNMOUNTING SLO DUREasE FOR ANO lOAO LADS�USED O THE CALCULATION OF ALLOWABLE LOADS FOR TYPE OROOA mmmm - SMET=AND(a1 ,)1/`•%/ e (/113/4•TNlF IAPPAO = NCHORS MIO FASIOERS FOR SMYL.CONCRETE MIO MA�1'. REWSscAm Sr wr WOOD FRAME BUILDINGS IME +A AL A1Esl ..tAae = ) snm nus of aaoR sww.BE FwAEo sDL•Br rmr LESS TwA(a)2.a PtaEs TAI�DED sTP MAc o. eBw 3-TALL. GA.GMv.STEEL �at eEI�F J.�37�U0 WALLS TALO CONTORKAYSIS FROM F�ODIR'GTO TIE BEAMS. QIFEIE FTSER U_ITML TRIO U-SWS PER SECNOL EACH D-BAR Ell(1CK WADI OR CONCRETE -- ATTACHED WITH 1,C—.•— 246 SVP(ORAOE/2 OR BETTEnI t100D JAM SxAtL BE aNCIRWED TO OIOIIT RE060RUD 9.00t ARL ISR TAPPING SCREWS.(2)BOW 7E COLtnNL BLACK WALL CELLS s1aLK.fff FlLLED Z COKa'7ff1E AFIO R•IOORCEO LOBI RFn6ORCQ4 2.6""B"AL JAIO AT EACH END AND ATERMED. BARS F7ITE�Om BOO 7HE ZO MTD GOO TE BFA16.ALL BM6 STALL BE GR'ONCIOb FliISI THE lE JAMB CONFIGURATION STILE LOMTNIL BEAMS TO rwnNG PER BLOCK WT.OR CONCRETE COLUMN.BLOCK ntLS AND CONCRETE COLUMNS TO BE DEDG EO By THE&ADHD EIAALLN OR ARCHOW OF RECORD. 2.6 MOOD JAMS STOP Mouumm BY DOOR DwAuLm(TO SAr). 27 OA(*018•ra Q Noew SEUL to cA cAL nNazFD STEEL Tom srME WTD Tt IH ONE ,�'® .�10i Mee6RN•ErNR FSR M°M00 A 9Ng •uLMg TO SUPPORTING STRUCTURE ATTACHMENT FACIORT DSTMEED/8-18.1/Y WEER-HEAD S.TMY AND = SNNL-Oi FO3LSEA PAM tw FIIRTIER SECLEffD 1IT'OTI NLSDWAION ATH IaNKE SCREYVS. mA�ro SSM s •• usoo ATGCOM7O PEW-- P TRACK to tL STEEL • 13 y BMV.STEL BW1ON SRbMT• • • • • • • • ••• ON CENTER FASTT7ED TO WOOD.AMB AtACNPD NO,I C-0/1..0/4 tRMET IMTAL • •• • • • • • OISANx SEED ATH oNE 1ar.t-t/2• '_L....... J1. • •• • • • • ••• � n� 1NOOD UG SCREW PER IML IB OA SRV.Sm WOOL t°m ALAmm,zg6mm ai N Ste. �u: • FASTENERS BRAORr. gAOBa ro RK1SNott StA/SIOfiD PLATE reTx YtAYII I,i,lt,.A.,•R' (HOLLOW �•,3'•(••�•a' "TIW 12-200(2-1/2-IO..EDGE 06TANCE) 10-1/2' 1'OA Y KiALv.SEEM TRACK N)/144/0'SUET MEW.SWIM YY1 FASTENED m TRACK T/,O•RARN PIRASIr Is pTM1ID ON FAO+ROLLER Slaw. `aY .t;;h�S i T f a :4 ' (i AacTEts ucx BRACKET .CA cay.Am ISA w me rutvc0 ro O•stLca W/(a)FAME N -' ATrAaEO NTIH NE /,Lye'S4ET METS SLRESS a H)1/c SEO TAPP.D SCTIlB - A -fHim tMOCUMED t/a1s/a'BOLT s Nur G8 7 £ %.`it �7_tFp(�pTI� �I01 IT mxm -t tW0 t/{•feVE/9. sYiEE'LO BALL SM.ROLLER 7 (1^3/16'.T/+b',a')AO+ _ -"00130 -sew A84q�LtD 111•LTi As fOiW A i rAN xMP ar N.>mROI a aAm G6wxE. •.��''=ISESICN *Q&$.--"+48.0 PSF & —60.0 I SF! • • °�" —sr rev.16D'H MODELS TATE iTmlmkeE - •• •• 9 14od•cts (s+ w'dY • e� a1 t x • • • • i i • • ••• • • • •• •• e an ILlOIIriWrr CCOPAY MODELS 4300 4301 4310 4400 4401 HDG HDGL ' '-4- 1M1S MOMWMMS`OPENING 2 a/2DD+ ADD rwLMEs NHDaLLI a HmcL:DEtE1E MODELS 2200.2201. CI OPAY MODELS H400 H401, H300, H301, H310 SECTION B—B 2—V VIGI.42M G-40 WL WIS 0-10 '-' ETAIL •o' 3 42003 ADD"I"MODEM DRATE 2w0 1:22 GA aN u, HOLMES 'MODELS 66 67 68 6200 6201 6203 / a /31/2006 ADDED opno•ft wii;END will no shele. t HORIZONTAL TRACK SUPPORT TRACK C NQ FIGURATIONBY DOOR INSTALLER e t/2012 ASD R WTH 2010 C xED 2" x 3" 0.036'MIN GALVANIZED STEEL BACKER PLATES ATTACHED TO DETAIL 'D' MULTIPURPOSE UIR S(FOR x 7/2012 Imam•DN HEIGHT.A00ED mQxES an MSS. DOOR SIGN WITH PATENTED TOG-L-LOC SYSTEM (NOT VISIBLE FROM i'- HIGH BOND TAPE. DOORS OYER � OUTSIDE). REINFORCEMENT PLATES ARE LOCATED AT THE TOP AND 130TTOM OPTIONAL DECORATIVE MQM DECORATIVE EACH SECTION AT EACH HINGE LOCATION. SNAP-IN INSERT. ` FRONT FRAME FACADE. Itf .•,-�•A ®OPTIONAL:ONE ROW O' IMPACT-RESISTANT VERTICAL TRACK ATTACHED TO FLAG BRACKET GLAZING IN EOtffR TOP SECTION(SHOWN) L WITH (1) 3/8 x3/4'CANIIAG£BOLT. OR NEXT-TO-THE-TOP SECTION (NOT r r GLAZING SIZE IS 18-1 2�x 11'. O.1B8T 1 WA SHOWN). GA AMSGAI. STEEL FLAG BRACKET. EACH FLAG SD TO / / TAaoo JAMB WITH (3)S/16'zl-1/2"W000 L�1KStEWS. GLAZING 15 INJECTION MOLDED CE LEXAN SLX2432T,AN ED PLASM IN •�• NTS ACCORDANCEp rr rr rr ----` r rr ----- rr rr _____ rr SEE SECTIONWITH FOR ASSEMBLYY DETAILS. -�•�/ VERTICAL TRACK ATTACHED TO HORIZONTAL HEIGHT "L" 1 2 4J82 rr, �, r, rr rr rr ,rry' FACT RESISTANT' 7 3-1 1-_--- rrr, __-_- 'r r' _____ r ONE-PIECE INJECTION GE SSG400DAC STRUCTURALMOLDED KG: tJ7RMN SUCONE SEALANT' TRACK WITH (2) ,/4'z3/a'TRACK LILTS. 7 3-1 IO S2 7 SLX2432T FRONT3-1 2 10- , FRAME k GLAZING. -6 94 3-1 2 10 r' 'rll, rr '' LOCK POSITION STN SEE ,YSIYRENE fTAINER 2" GALV. STEEL TRACK. ' •• LAYOUT OF EACHLOCK OL-TAILS. FASTENED TO FRAME WITH I TRACK THICKNESS: 0.060`. - 1 -_--__ ___-- _---_ --- (10 j8 x 3/4'PAN HEAD p 10-0 112 -1 1 S8ii 'i ISCREWS. . .r _____ ' r ---__ , r _ _ ' LHR TOP BRACKET TABLE 1 TABLE 2 ��-., TRACK HORIZONTALt2 136 -1 - 1 ' ~ •• - _ r'"=====11' DOOR HEIGHT RETAIL # OF ItOINSTALLER M8D£l ASCRIPTION 3-1 1 1 rr ,rrr r, rr rr rr rr %-111 • •• L SECTIONS 2 = 1 - 34 82 130 - • HOG 62� 2T MIN. EXTERIOR SKIN SdiOftT RAISED PANEL W 14 112 -1 10" •• UP TO 7'0' 4 4400. H400 N/A 24 GA. MIN. EXTERIOR SKIN; SHORT RAISED PANEL DOUBLE TRACK u wo a 4xx•xx`y°ro '� I 7'3' TO 8'9' S 4401, 1 N/A 24 GA. MIN. EXTERIOR SKIN; FLUSH PANEL •X3• LOW HEADROOM OPTION 4 - " fff •:• MMAAX00DWR WIDTH 9'-0"--'1 9.0- TO 10.6• 6 4 1 H 1 1 27 GA MIN. EXTERIOR SKIN (LUSH PANEL - • 4310 H310 HDGL, 67. 6203 27 GA. MIN. EXTERIOR SKIN; WIDE RAISED PANEL 6-0 136 1 1 88" 1 1 154" • INSIDE 10'9' TO 12.3• 7 -X22-j_ • ••• 12'6' TO 14.0• 8 TYP. 2-1/2'x12 GA. CAM STEEL TRACK BRACKET. • • :••••• : • 14'3' TO 15'9• 9 'XI" (4) TRACK BRACKETS PER SIDE (UP TO 8' HIGH). 0.6 ••• : •.•• :• •• (5) TRAGI BRACKETS PER SIDE NP TO 10' HIGH). • • • SNAP LOCH ENCAGES 16.0• 1 10 SECTION A—A (6) TRACK BRACKETS PER SIDE (UP TO 12' HIGH).ONTO V&RIIC&TRACIL j .• • an�LAWN ON HAM MAX SECTION HEIGHT, 21' W�1;tlE (7) TRACK BRACKETS PER SIDE (UP TO 14' HIGH). LOGE STILE END SwCan FILLED CHANNEL SEPARATES awkiftC�ade (8) TRACK BRACKETS PER SIDE (UP TO 16' HIT•?i), OAR STILE SLIDE SOLT FROM'AND BACIN$K01 OF DOOR. • GUIDE LOCKS S PREPARATION OF JAMBS BY OTHERS O� END 2'THKGf-1 � -1�.� , a �� �; THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL KKm A SRLE LACK OAR LOCK ON i _ DIMN x13LAATL tAtm�IATEO THIS PRODUCT CONFORMS TO BE THE REMNSIBILRY OF THE PROFESSIONAL OF RECORD FOR THE INSIDE HANDLE ETNIPM IN �FEACH SNE TO BOTH EXTERIOR AND THE REOUIREMENTS OF THE 2007 BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING rtanr �tpN KR INTERIOR S,ONS.FOP+ MIO 2010 Fly. CODES FOR THE LOADS LISTED ON THIS DR WlNC. DSvnDNEACH SIDE aw 27 w►(0.016-MIN.) __ MANUFACTURED BY PREMIER EXTERIOR STEER.SIN(MLN. ' INDUSTRIES.INC.OR FALCON ImmDRAWING 4UAURY)WITH ''-) FOAM G-40 MIM.CAW.BANKED-ON _ (2) 12 Gk GALV,STEER.TOP JAMB TO SUPPORTING STRUCTURE ATTACHMENT HORIZONTAL JAMS POLYESTER PAINTED TOP _ KILTER BRACKETS(2-1/2'z (NO LOAD FROIA DD4R) CHAT APPLIED TO 80TH - 5-3/87.EACH BRACKET NOTES 2-3/4' 2-1/4' CMINi SIDES STEEL SKIN = ATTAcr1Eo W/C4)l,a�/8'SHEET : S 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x6 a)114x5/8'SKEET METAL - ~ HVA AL �)(GRADE #2 OR BETTER) JAMEM NO LOAD FROM THE DOOR IS TRANSFERRED TO THE I I __ 14 OA. GAUL ROLLER HUN( . 2. ALL JAMB FASTENERS MAY 8E JAMEL (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH EACH MOE FASTENED TO ENS MOUNTING SURFACE. FASTENER 7-1/2' 2TONGUE AM STILES WITH (4)114x5/8'b'RpOAIE J01N1S. -- SHEET METAL AND (4) 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS W1 USED IN THE CALCULATION OF ALLOWABLE LOADS FGR TYPE 1/4-z3/4'SELF TAM= ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY(4) 1/4"z3/4`SELF SCREWS. SEE VIEW'8`. TAPPING SCRETrs WOOD FRAME BUILDINGS 14 CA. END MINCES -- -•' STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED SYP MAX O.0 EW (GRADE /2 OR BETTER) WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER W "B" 3" TALL x 20 GA. GALV. STEEL STRESS ON SENDING (F.). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. _ U-BAR. TWO U-BARS PER SECTION. EACH U-BPR BLOCK WALL OR CONCRETE ATTACHED CRE 1/4'x3SCR SELF 2x8 SYP (GRADE 12 OR BETTER) WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK WALL 09 TAPPING SCREWS. (IN SCID. CONCRETE COLUMN. BLOCK WALL CELLS SHALT. BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING 2x6 VERTICAL JAMB AT IIAGi END AND INTERNED. BARS EXTENDING INTO THE FOOTING AND INTO TLE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE JAMB CONFIGURATION STILE LOCATION. BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT OF RECON. 2x6 WOOD JAMB STOP MOULDING BY DOOR INSTALLER (TO SUIT). 27 CA. (0.016•MN.)WERIOR STEEL 18 GA• GALVANIZED STEEL END STILE (ATTACHED WRH ONE -- SIGN OUNJM W�C-40 MIN.GALV BAKED-ON PSR AND A FACTORY INSTALLED /a-18 x 1/2" WAFER-HEAD SCREW AND <: RAKED-o"POLYESTER PAINED TOP 7Y JAMB TO SUPPORTING STRUCTURE ATTACHMENT FURTHER SECURED UPON INSTALLATION WITH HINGE SCREWS. • COAT APPLIED TO BOTH SIDES OF NOT TO BE USED FOR ATTACHMENT OF TRACK BRACKETS MAXIMUM 12 GA GALV. STEEL STEEL�' TRACK BRACKET 13 OL MV. STEEL BOTTOM BRACKET. ON CENTER FASTENED TO WOOD .LIMB ATTACHED WITH(2) 1114x9/8'SKEET METAL DISTANCE STEEL WITH ONE 5/16"xl-1/2" RRI SCREWL BETWEEN WASHERS WOW LAC SCREW PER MIL. 18 GA GALV.STEEL INTER. HINGE ALUMINUM USION &-iI L NF.: BUILDING TYPE FASTENERS REQUIRED? 2' CAW. STEEL TRACK FASTENED #14TO INTERIOR SHEET ICTAL ER PRATE WITH `�`,K1�R1lIilNtittR�t � C,,.T�BI.,K M (HOLLOW OR 1/4•x 3" (1-1/4" EMBED) RW TAPCON CONCRETE ANCHOR (2-1/2• MIN. EDGE DISTANCE) 10-1/2" 1" O.D. FASTENED TO TRACK 7/,6'�IAYD PUSFtlNUT IS 0i$TN.LEO ON EACH ROLLER SHA V�� q 1:y k 1 j/ ��� MIN..� 1 4 x 4 1-3 4 EAI�p RTW TAPCON CO E ANCHOR 2-) 2 MIN. DISTANCE) 4 1 0.0 BRACKETS. EACH BRACKET /4 CA GALV.STEEL END MINCE FASTENED TO END STILES W/(4)EACH '� '� x.,.•. ^ a J,.' M 1 x 4 -1 4 D SIM N NG-TI WEDGE- WE AN(MIN MIN. EDGE DISTANCE) 21-1 2 INCLUD ATTACHED WITH ONE 114x5/8"SHEET METAL SCREWS 8 (a) 1/4'SELF TAPPING S. ,• ,r , 2 x 4 1-5 8 EMBED RAG ASTM 7 A 2-1 MAN. ISTAI 4 1 0 I/4'x5/8" BOLT & NUT ���• , rf°•_ i 1 MIN 1 X 4 (4-1/Z_ BE WEJ- 2-1 2 MIN, INCE 24 1 U D TWO 1/4` RIVETS. 2' 10 BALI. STEEL ROLLER (1-3/16'x7/16"x4) WITH • �� /FL �.-•, • - FIRST AACHDR/SCREW STARTING FROM BOTTOM AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE. STEEL OR NYLTON TARE. 7 _ H(RiEST A eHon/SCREW INSTALLED AT LEAST AS HIGH AS THE DOOR OPEMNG HEIGHT. 7��UESIGN Y•0 - +:.48.0 PSF & -60.0 •:PSF. CLOPAY BUILDING PRODUCTS COMPANY "/A 9.0 11 x 16•o"HH • 1 ; j • •_ _olopay 8985 DUKE BLVD. 606 1t 19 96 M^HIDC/HOCL,66/68. 430(1/01 x HAHg1 �>i�E. Building Products (57700-OH sago tl1"° "MWW a310 T��of H MS p,T>, A REL.83286 = Com On H 101703 6