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WS-17-2225 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(300796-2204 Fax:(305)756-8972 r Inspection Number: INSP-300983 PermitNumber. WS-9=17-2225 Scheduled Inspection Date:April 09,2018 Permit Type:Windows/Shutters Inspector. Riveron,Alexis Inspection Type: Final Owner: _GERGELY,DANIEL Work Classification: Garage Door Job Address:10295 NW 1 Avenue Miami Shores,FL Phone Number (301)520-8392 Parcell Number 1131010180060 Project: <NONE> Contractor: JCAB ENTERPRISES INCPhone:(9$4)288-4798 Building Department Comments rs REPLACE GARAGE DOOR WITH HURRICANE RATED n ct o ' Passeommen GARAGE DOOR. INSPECTOR COMMENTS False r or Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-300589.CREATED AS REINSPECTION FOR INSP-304560, CREATED AS REINSPECTION FOR INSP-289048.CALL Abby TO GET ACCES TO PROPERTY 608-347-0998 Failed Door on site does not match with approved N.O.A. 3/30/2018 Correction cancelled by Inspection line Needed 04/05/2018 , NO ONE ANSWER Re-Inspection OWNER(VERY PREGNANT)NOT ABLE TO SEAT ON PROPERTY IF Fee POSSIBLE GIVE HER A CALL,IN CASE SHE DOESNT HEAR THE DOOR ELVIA>818-671-9219 i f No Additional Inspections can be scheduled until re-inspection fee is paid April 09,2018 For Inspections please call;(305)762-4949 Page 18 of 29 Permit NO. WS-9-17-2226 s�j w iMiami Shores VillagePermit Type.Windows/Shutters 10050 N.E.2nd Avenue NW Work Classification:Garage Door •� " Miami Shores,FL 33138-0000 F"mer, i Permit Status:APPROVED Phone: (305)795-2204 tssue date: 92/2712017 Expiration: 06/2512018 Project Address Parcel Number Applicant 10295 NW 1 Avenue 1131010180060 DANIEL GERGELY Miami Shores, FL Block: Lot: Owner Information Address Phone Cell DANIEL GERGELY 1095 NW 1 Avenue (301)520-6392 MIAMI SHORES FL 33150- 1095 NW 1 Avenue MIAMI SHORES FL 33150- Contractor(s) Phone Cell Phone Valuation: $ 1,700.00 JCAB ENTERPRISES INC (954)288-4798 Total Sq Feet: p Type of Work:REPLACE GARAGE DOOR WITH HURRICANE Available Inspections: No of Openings: 1 Inspection Type: Additional Info: Final Classification:Residential Review Building Scanning:3 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $1.20 Invoice# WS-9-17-65070 DBPR Fee $2.00 r DCA Fee $2.00 12/27/2017 Check#:3937 $81.20 $50.00 Education Surcharge $0.40 11/02/2017 Check#:2826 $50.00 $0.00 Notary Fee $5.00 Permit Fee $110.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $131.20 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 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. Futhermore, I authorize the above-named contractor to do the work stated. December 27, 2017 Authorized Signature:Owner / Applic t ontractor Agent Date Building Department Copy 1 December 27,2017 1 1 t Miami Shores" Village '�Fc Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 �!J ` Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20114s BUILDING Master Permit No.W %n—e�Qc'-xS PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL A ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 10295 NW 1 AVE City: Miami Shores County: Miami Dade Zip: 31 H-0 O Folio/Parcel#: 11-3101-018-0060 Is the Building Historically Designated:Yes NO X Occupancy Type: RES Load: Construction Type: CONC Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):ABBY LEPOLD Phone#:608 347-0998 Address: 10295 NW 1 AVE City.. MIAMI SHORES State: FLORIDA Zip: 33150 Tenant/Lessee Name: NSA Phone#: Email: CONTRACTOR:Company Name: JCAB ENTERPRISES INC Phone#: 954 288-4798 Address: 1553 NW 102 DRIVE City: CORAL SPRINGS State: FLZip: 33071 Qualifier Name: ROBERT ANDRADE Phone#: 954 288-4798 State Certification or Registration#: CGC059638 Certificate of Competency#: DESIGNER:Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 1070.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALL IMPACT GARAGE DOOR �( I Specify color of color thru tile: t� Submittal Fee$ Jro�•J Permit Fee$ , y �� CCF$ CO/CC$ L Scanning Fee$ Radon Fee$ DBPR$ Notary$ J • c1c) Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ' J ( ' 20 (Revised02/24/2014) Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) N/A Mortgage Lender's Address City State Zip r 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 Signature OWN RorAGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this nna3 day of O C—foAcd 4- 20 17 by 3�-d� day of O L10 ey 20 14- by Cho is personally known to VWl 1 n r �whopersonally known t GY who has produced as O or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: i �GJ V \� Sign: Sign: Print: ROBERf AUBREY ANDRADE Print: MY COMMISSION#FF902163 Seal: Seal: MY COMMISSION#GG122286 .l,.. EXPIRES November 13,2019 � •'� (07)308.0153 Flo�+owrservlce— EXPIRES August 05.2021 ********************************** *** ********************************************************************* APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Village Miami hores Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 0R`�pA Fax: (305)756.8972 t Insl2ection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors, sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Ac wledgement: LLz' Qualifier/Owner Signature Date Print Name } Property Search Application- Miami-Dade County Page 1 of 5 f W' OFFICE THE PoRhOPERTY APPRAISE11 Detailed Report Generated On: 10/25/2017 Property Information Folio: 11-3101-018-0060 10295 NW 1 AVE Property Address: Miami Shores,FL 33150-1219 Ik Owner DANIEL GERGELY ' c-= - 932 ABBY LEPOLD - -� •� Mailing Address 10295 NW 1 AVE k MIAMI SHORES,FL 33150 USAF t ! x PA Primary Zone 0800 SGL FAMILY-1701-1900 SO 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT ; 4 e r..•,f 1, Beds/Baths/Half 3/2/0 Floors 1 Living Units Actual Area 2,066 Sq.Ft t Living Area 1,642 Sq.Ft Adjusted Area 1,735 Sq.Ft Taxable Value Information Lot Size 8,640 Sq.Ft 1 2017 2016 2015 Year Built 1963 County Exemption Value $50,000 $50,000 $50,000 Assessment Information Taxable Value 1 $312,394 $313,7551 $126,302 Year 2017 2016 2015 School Board , Land Value $190,291 $190,291 $140,556 Exemption Value $25,000 $25,000 $25,000 Building Value $138,869 $139,876 $120,756 Taxable Value $337,394 $338,755 $151,302 XF Value $33,234 $33,588 $5,217 City Market Value $362,394 $363,755 $266,529 Exemption Value $50,000 $50,000 $50,000 Assessed Value $362,394 $363,755 $176,302 Taxable Value $312,394 $313,755 $126,302 Regional Benefits Information Exemption Value $50,000 $50,000 $50,000 Benefit Type 2017 2016 2015 Taxable Value $312,394 $313,755 $126,302 Save Our Homes Assessment $90,227 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 r Note:Not all benefits are applicable to all Taxable Values(i.e.County, i School Board,City,Regional). The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at hftp://www.miamidade.govrnfo/disclaimer.asp Version: k 4 1 http://www.miamidade.gov/propertysearch/ 10/25/2017 STATE OF FLORIDA } DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 moot 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 I I . ANDRADE, ROBERT AUBREY JCAB ENTERPRISES INC 1553 NW 102ND DRIVE CORAL SPRINGS. FL 33071 1 r I I Congratulations! With this license you become one of the nearly n- one=Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range + STATE OF FLORIDA from architects to.yacht brokers,from'boxers to barbeque .. DEPARTMENT OF;BUSINESS AND restaurants,and they keep*Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CGCO59638 0SSUED�7,'y07/04/2016 + to serve you better. For information about our services, please ."PL.;T 14,j ? - tog onto www.myfloridalicense.com. There you can find more CERTIFIED GENERAO CONTRACTOR 4 information about our divisions and the regulations that impact ANDRADE, ROBERTAUBREY �_. 'you,subscribe to department newsletters and learn more about JCAB,ENTERPRISES-,INC " the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate 1 Fairly.We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida. Ex CERTIFIED under the provisions of Ch0704 FS. Expi and congratulations on your new license! ration oats.AUG 31,2070 L16i040007675 t DETACH HERE j` RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY s STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION r E s CONSTRUCTION INDUSTRY LICENSING BOARD y .k- CGC059638 d The GENERAL CONTRACTOR Named below I&CERTIFIED _ t Under the°provisions of Chapter 489 FS. i Expiration date: AUG 31 2018 " ;. .•r 1.-`ANDRADE'i OBERTAUBRE, --� ' JCAB;ENTERPRISES INCA- � 1553'IVW 102ND`'DRIVE `�` -�'�-"-- M,'" CORAL--SPRINGS; .----=-tFL 3307.1 ,. " '� ` .cc1.vn. ^�OAAinn+t rIIQDI AV AQ oani tIDr-n RV 1-AW QGrt$ I iAn7ndnnn7A15 T SS~TAX-RECEIPT I 115 S: Andrews Ave:, Rm. A-1-00 ,_Ft. Lauderdale, FL 33301-1895 — 954=831-4000 VALID OCTOBER 1,2017 THROUGH SEPTEMBER 30,;2018 DBA: Receipt#: 0-2 68963 Business Name:/CAB ENTERPRISES• INC GENERAL CONTRACTOR Business Type: Owner Name: ROBERT ANDRADE /QUAL Business Opened:o5 06/2015 BusineSs.L6cation: 1553; N14 102 DR State/County/Cert/Reg:CGCO59638 CORAL SPRINGS Business Phone: 954.-288-4798 Exemption Code: Rooms Seats Employees Machines Professionals 2 For vending Business Only Nurhberof Machines Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years, Collection Cost Total Paid E0.00 27.00 0.00 0.00' 0.00 0.00 27.00 i' i THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES"A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when. the business, is sold, business name; has changed, or you. have moved the. business location. This,receipt does not indicate that the,business is legalor that it is in compliance with State.or local laws and regulations. ; + Mailing Address: ROBERT ANDRADE /QUAL - Receipt' #OIA-16`-00007063 ' 1553 NW 102' DR - Paid 08/09/2017 27.00 CORAL, SPRINGS, FL 33071 2017 - 2018 AC40 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/31/2017 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. I IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or 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). CONTACT PRODUCER SUNZ Insurance Solutions, LLC. ID: (TLR) NAME:: Workers'Comp Department I c/o TLR of Bonita, Inc PHONE 727.520-7676 x 3 ac"No: 727-525-3862 700 Central Ave, Suite 500 E-MAIL St. Petersburg, FL 33701 ADDRESS: certs encorehr.com INSURERS AFFORDING COVERAGE NAIC# INSURER A: SUNZ Insurance Company 34762 INSURED INSURER B: TLR of Bonita, Inc EnterpriseHR INSURER C: 700 Central Avenue Suite 500 INSURER D: St. Petersburg FL 33701 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 38610632 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 ADDL SUBR EFF LTR TYPE OF INSURANCE1=wyn POLICY NUMBER MM/DDY/YYYY MM/DDS LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY D JET F—]LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT, $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED - RETENTION$ - $ A WORKERS COMPENSATION WCPE0000000113 6/1/2017 6/1/2018PER OTH- AND EMPLOYERS'LIABILITY Y/N ✓ I STATUTE ER.. ANYPROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $1,000,000.00 OFFICER/M EMBER EXCLUDED? ❑ N/A - (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1 If yes,describe under ,000,000.00 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000.000.00 i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Coverage Provided for all leased employees but not subcontractors of:JCAB Enterprises Inc Client Effective:5/3/2015 I CERTIFICATE HOLDER CANCELLATION 8525 Miami Shores Village Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 100511 NE r 2nd Avenue g P THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. t Miami Shores FL 33135 AUTHORIZED REPRESENTATIVE Glen J Distefano ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 38610632 1 TLR of Bonita, Inc PEO 001 MASTER CERT I Kathleen Wilkes 10/31/2017 12:44:37 PM (CDT) I Page 1 of 1 4 ^ RECEIVED 0966E 13 ` S3UGHS IWbIW ' 3AV 6 MN 9620 6 a t■. NOV 0 2 2017 010d3'I A88b� F � vis �.1 i • •••• •••• ••••• •••••• •• • ••••• Villa e • Miami Shores 9 •• ••• • BY DATE •.: w APPROVED ZONING DEPT � ZONI 1 c , o 0 BLDG DEPT J— o SUBJECT TO COMPLIANCE WI i N ALL F RAL AND COUNTY RULES AND REGULATIONS _ � v c r . t " t Property Information Buildin Information Owner. ABBY LEPOLD Wind Zone:" 175 MPH. Address: 10295 NW 1 AVE Exposure Category,: C M14W SHORES,F133150 Minimum Building Dimension: 20ft ft. Mean Roof Height: 15 ft. Risk Category: III Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psfj Pressure(psf) 1 End 108 84 7 35.3 -44.0 0000.. �. 0000.. 0000.. . 0000.. 0000.. 0000.. 0000 0000 . . 0 , 0000 0000 60.68 0000.. .. . 00000 :90:0: 000.. . . . . i . • . —. . .0: 0 . • . .00 : ... Prepmed in aocordm m with:ASCE 7-10,Chapter 30.mind Loads-Components and aaddm&5th Edition(2014)Fiorida Brr a'ST( Fln RaG Page 1 of 1 F M!®SDE MIAMI DADE C0LWW PRODUCT CONTROL SECTION „ltoom 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 11805 SW 26$treet,,Roo2474 BOARD AND CODE.ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NU,TICE UF;ACCEPTANCE.(NOA) �.miamidide aov/eeonomv i Clopay Building Products Company 8585 Duke Boulevard Mason,OR 45040 SCOPE: This NOA is beingtissued under the applicable rules and reguladons•governing the use Of:constiuction, materials The documb entation submitted has een reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in MiamiDade Countyand'other areas-where allowed by the Authority HavmgJurisdiction(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 willjhcur the expense of such testing and the AHJ may immediately revoke, modify, or suspend lthe.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;meetthc requirements of the applicable'building code. This produet:is approved as deserted hefein,and has been designed to comply'with the Florida Building Code,;including the i V DESCRIPTION: ommercial Ribbed SteelPan W8DP52T Sectional:Garage Door up to 11?4"Wide ' -. t e Commercta pRtpbed'Dboyor,, pay . . � J APPROVAL DOCUMENT rawin No.10 t " - Load" sheet 1 of 1;dated 05/16/2013;wit vivision°OT,dated-2/2015, ro ared; Clo Buitdin Products Cotripany,stgned'and sealed by-Scott HamiltoniT.E.,.bearing the Miami-Dade County,Product Control revision stamp with the Notice of Acceptance number and expiration date by,tlie Miami-DadeC-ounty Product;Control:Section. MISSILEIMPACT RATIN Large and`Sma1l1 Missile Im act ltesistan LABELING:A permanent:label�vlth�,t a mann c urer:s name'or logo,:manufacturingiaddress,model number;.thepositive 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 Couiity Product Control Approved'in to be located on ttg door's side hack, •••... bottom-angle;or-inner surface of a panel. •• .• .- RENEWAL of this NOA-shall be consideredafter,arenewal application has been filed andtlierpiias beefto change in •••••• the applicable building:code negatively affecting ow performance of.this product. *00090 TERMINATION of dais NOA will occur atter:the expiration-date or if there hasbeen a re-1ibR ar changeid nk •••• materials,use,and/or manufacture of the product or process.Misuse of thls.NOA:atan endofthbnt'of anywdbct,for••;••• sales,advertising or anyother purposes shall automatically terminate this NOA.,Failure to dbbAgt with at ctian of ••••• this NOA shall'be cause for termination and removal ofNOA. •• •• • •• ...... ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Flo$ldt[N4 followed By the • expiration date May displayed in advertising literature. If any portion of the NOA is�displayed,then it(MLftdone •••••• in its entirety. . INSPECi`iON:A copy of this entire NOAshallbeprovided to the user by the manufactures br its•distrilitUs add shall' • be available for inspection atthe job site attherequest of the Building Official. •• This NOAL revises NOA#140128:04 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 K Utrera,P.E. rn ouaue , 5.19 count r NOA No 15-022 Mia � Expiration Date: March'6,2019 Approval Dates May 14,2015 :Page i 1 } I � h i Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCES BMITTED A. DRAWINGS 1. Drawing No.104813,titled"Commercial Ribbed Door.+52/58-PSF Design Load",sheet 1 of 1,dated 05/16/2013,with revision 01 dated 2/2015,prepared..by Clopay,Building Products Company,signed and sealed bySdott Hamilton,P.E. B. TESTS"Submitted under NOA#14-0128.44" I. Test reports on 1)Uriiform,Static Air Pressure'Test,Loading per FBC TAS 202-04 2)Large Missildidipact Test,per FBC,TAS 20.1-94 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 Clopay 12'-2"x 8',24 ga.steel garage door,Model 524,prepared by American'Test Lab,Inc„Tesf.ReportNo..ATLNC 0610.4143,dated 01/14/2014,signed'and sealed by David W.Johnson,P.E. 2. Test report,on Salt Spray per ASTM.Al M ofpainted G40 galvanized coated panels,prepared by Stork Materials Technology,Test:ReportNo.30160=04-63365,4ate481%26/2005,signed by John D.Lee,P.E: C. -CALCULATIONS "Submitted under NOA#°14.0128.04" 1. Anchoring calculations,prepared by Clopay,Building Products Company,-dated 01/22/2014, signed and sealed by Scott Hamilton,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department ofRegulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. '• • F. STATEMENTS 1. Statement letter of code conformance with the 2010 and th :5°editiondFBC, sued.byCloPay Building Products CompaY,dated 02/18/2013 sig a otilton, ••.• P.E. "Submitted tinder NOA#14-01.28,04" • 2. Stateinent'letter of code confoirnance to 2010 FBC dated 01/22/2014sigitsd and,sealpd'by •• •• Scott Hamilton P.E. • • • 3. Statement letter of no financial interest issuedby Clopay Building P►•oduot:Company,dated . 01/22/2014,signe&and.sealed by Scott Hamilton,P.E. :•"•; ps/oG�ls arlos M.Utrera,P.E. Product Control Examiner NOA No 15-0225.19 Expiration Dates March b,2019 E-1 Approval Date:May 14,2015 4 0 I • •00 00 ••• • • .go 00 ••• . • . . . . • . • . • ••• • • . . •.. • • . . .•. 4 3 2 UME cD°ul w INACK-UFT IMIZURTAL TRACK.SUPKIRt I?'-2N WIDE X 18'-0A HIGH (MAX:) ; vlslo •- EAc1L OM,W- nE- BY DUUM ANSTALLER(10 REV. N0. ZONE: DAi . EC114H0. APPISO- • • •• PTION TRACKt RFA%CKA,,AND SUIT).-CENTER WANG(NOT MODELS AVAILABLE OPAY/HOLES/IDEAL I 00 - 2/}O F1 - LF_�E. • • YFMICAE IiTTRAOt SHOVW REOUIRED.DI4 ams AN AIWIABLE OPIMS OVER 6'HIGH. MODELS 524W6.52OWS/ 224WB/C45108.CCSIWB - `...Of - ?/ -• SN 0 CODE COMI).MNC S1A7[Kf.NT. _ T_iRAdt At50 _AMINAKE TRACK _ NUMBER.Oi• - - - see- • CONFIGURATION AADOVE y DDCIRWIDTH CENTER A6°0 ..-•IAsfIflWNI -- THE DOOR OPENING STILES_ SECTION I - I ��.'g'•.'.""o'. DGOES NOT ARECT THE UP TO.6 2'. 2 SECTRINS ARE i-7/M 7111d0KPAN[LS- 4 D 1NW LOIIO RATING. A�7�6� No WAAg.Q 6'-3'THRU 0'-2' •3 v mraR�v •• Fr�ll[u g�K fHop1L_ .••• r,ALV Si[EC TRACK SECTIOIK- (EACH SICU 0 OIP 0 so ( ROLA HORIZONTAL-14 GA NW 8-3•.iWW 10'-2' 4 14•LWRMM SPACING 10'-3'TIIRU-12'.-2• raw,LAU KOOK 'S !1_ •• ••`�• IOrt.ME►A►sLs xs�• • tA10 16 rJL INN.DKV STEEL[g�T1yy f�iRD�D�t STIR • • SUN To THICK JARORON - VIIN rQ.-L-LOC SYSIpI AT i 0 T • • • DIEEIOIID - MLVANRE/Srcn >� 4— PSR + + .: - • • • •• • IIEIGHl TRACK SEc1OM S,jRUCTURE ATTACHMEN .: >e DA NTN cN V.stEQ TNTEMEBIATE STKr VERTICAL•ISM HRN Rik - _fASiCNEO i0 001111 SKIN VIM TOG-L-LDC SYLIEN Ai AQRHSlAOtE TOP ROILER BRAexEI o1 I.-AL INE AMO FROM THE 000TH IS TM ISFERpED. TOP,IOTTUM TWO EACH MAJOR R16 12 R tRLV..S?14 INSTNLED ONS MOUTH .TRACK 10 M[ - - DOOR MON(4)/11 X 5/6'LC sx(Cr TO IIAE iWCXAID txrN rwM SHE tMr'N ao nK SOIMIICfal,rEilor PNA.. CONTINUOUS AIKA mmx. 24 vERTKAL STP(GRADE/2 OR HLIXIQ JUMS. JAIB Or REOwRfa Sfr _ SECTION 2 2 "Ct"L Sc"1'75 1=3/('d-1/4'x17-CA KO(: - NO LOAD fROM•iNE DOOMS TAAMMANED TO SOME yyla IpIE3 BfIOR. - NA'U+ACK COS ARE'a-t/2 IaRaaFlw.OoP)•AAIIB. OKE S/ri•i RAW. LAI, It 12 OA GAUR.STIR CLIPS• 2.dtll VrR11fN.JAIAO f[LR A KAMYW 0[rdGN C4 WI,GK V.STCCL 1NTERM[DIAT[IIKRY_LSCC VIEW•t7 AND ARE ATTACHED W TRACK LOAD Or,+312 u 1-3N IS PCR:UWAN FOOT SGLW SPACsO W 71E SANE TYPICAL WITH EITHER Trio,1/�•RAEIS OF'JA66. - _ - OtSTANC(S AS NE IAAOt BO173 7/16'M/SHNUT INSTALLED UN RRILR SNAri CIN•:I OR dK 1/a•DOLT AND.NUT. 3-AU JAMO FASTENERS WAY HE(OUT AN A'Of O.C.3-1pJ:10',AND MNr: - NUKN LO 10 BE)OMMTFASIRAL TO PROMDE A 82' ALSO IRO IAO SCREWS' •14 GAL DALV.SIELL(LkOb NHGC(SEE VIEW•07 -T- rLOSH IHDIMU SUNAQ. LOWED ADM -.•. L 4. 9/3 AIKSI RMRfASt.FOR WIND IMT WAS tloE vFRi1CA/N011ctHNL 1Mue r DIA 21fC1 RiRLERS VIIN I/2'LANG TEEN ONE 4•T-SIRUT PER 3 l/2• USED IN HAI CALCULATION OF ALLORARR'MOS . SON ANCHM AND rAS1ENERi tam SI _ SECTION.(SEE MEW'D')SIM cONCRETE ND AMAAIIIY SO . OCUHL(CID SOLE EACH I-STRUT ATIACHEO /14x5/8" SHEET METAL SCREWS— AT EACH STILE LOCATION W11H'(2)_1/4"W4" ,� .. SELF TAPNNO SCREWS 4-STRUT. SEE SECTION 1-1- — 1/4'x3/4" SELr FOR MOUNTING DETAILS AND I TAPPING SCREWS. SPECIFICATIONS. -- _ --.- __. TOXGUE a CROONS JOINT VIEW 'A' - VIEV 'B' ' (4D IRIIGE.SEC O[IAIL4 AT ITEM A' 14'KM ter- _"my �d wirw,ma xxt3 'a 4 - AITACN 011 fACH'NNGL AY SFIO+46- ATTACH ON DICK MNOE.AS A/0NM L (4)114 K 5/6•Lc SNL MT.SCSRS AND (4)1/4'X S/R•SHEET METAL SCREWS - (71 1/4.V4'SOX-TAPIMO SCREWS, .. -. NUMBE DESIRED ON STEEL JAMS OR CONCRETE OR BLOCK.WALLS. � T ,A, SECTIONS OF .. d4TE: ?fib WOOD JAMBS ARE NOT REOUINEQ IIOBIEVER,IF OULIR HEIGH SECTIONS — L A, N APPROVED-FASTENERS AS pETAHEO OELOW SHOULD RF.' -- ;6'-3' T11RU 8'-U' 4 _ _ -._. ��. VIEW D H B INCRROvE,NA LENGTH BY'1-1/Y AND INSTALLED DIRECTLY 0'-3• TIIRU.10'-0' S - O L MPO 4"TALL TAPER STRUT. THROUGH THE ANGLE AND 2i8 WOW JANBS INTO THE.STEEL t0'-31 THRU 12'-O• 6 - I .JAMBS".OR CONCRETE�OR BLOCK WALLS.ANCHORS'.CAN BE 12'-3' 1-IRU 14-01 7 0.057'WN.--CALV.STEEL. CBUI'ARE NOT NEOUIRM TO BE)FLUSH MOUNONG SURFACE.COWIK)I15E�K`10 TRRAC�DEK) 6'-3' 1HRU 8'-O' 9 _ - 30 KSI. MN. N7 ANCHORED DIRECTLY.TO-GROUT REIWORCED(ROCK WALL OR -. .. . (2)STACKED IHR tS USED AS MAX.Z4"SEC110N HEIGHT, 22'ac i 3,01q PSI 161110. CONCRETE COLUMN OR STEEL JAMBS. - I M. H BOTTOM BMgfET(HDI SNDM4- FASTENfR AITAGHIR(�EQ SCHEDULES MAX,F--- DTIOR WIDTH: 12-2' --� Rot+rn'gwala 19p11F'112 cw _ TO SUPPORTING„STRUCTURE. KW.tTALV STEEVSAS1FNE67pAM(+) I IF 14 ON-DISi�.EER STEEL BOTfoM SECTION RUNFORCCD ( f BETWEEN WASHERS WITH 1EHPERED ALUVno •: `� BUILDING TIME FASTENER TYPE FASTENERS REQUIRE THIS PRoa1G Co mmms TO THE ITER DMKBMnEXH�7__� c wrm CK1F ION:EMBED LLIHACyry, ... - 1 O.D.- AmOLQTHE or 2010 FRC ...._ _ - SR'L 1 4 • 1-3 4MIN EMBED LL_TNACDN CONCRETE _ AILD n[MM[0H110N rBG - -• DESiCULGOS:+5 •MW.(ED -0 WA - 4-�1 N: UL "CONCIK 7- - fL NSE.'BLC.P3286 ZCQQ PSI A(I4. 1/1 y,l. 5-1 1 CKUC SRwO... ,EST LOADS::+78 ART 1( N11)Lssr AmwRm 13/4'MIAL-EMBER R TOLERANCE eses DNA4 et«c v _TOE SLEEVE ANCHOIC Is' 1 _ ES w Ccle ay 4.15 P THE .. tIt•R►. 134- ppt C� fes, A •. - EASRUM _ - 4__ I 6o�PPa simTING«iRUC1UNM - •0 o FISH IIiGM,MIN I -T0.N.513-TTo- - WIOJ `.52 T ilm STEEL: • �• - -3/4' 1 CUAtNTS 13SE 00- SATO' DESCRRxRON: COMMIRCML RI�EO'DOOR.•+S - PSF`DESIGN.LOAD 1w STEEL - - _I'll - RCV&SiLRY OF 111E .000 ----"• • iTRSY(BOTSOM)ANCHOR SfARIWG AT NO MORC•tHIPI'HALF OF THE uAxuAUM ON-CENICR DISTANCE.HIGHEST ARCHON INSTALLED amour FROL4 R OR 0000. SADI DRAWN BY: SH DATE:S/13/13 SCNI: N/A DVI(•_R AT,IL[AW3T AS ladl AS THE OOOR.OPCNNG.. _ - ANOR1ECf OrRECORDDpJfHMR>• tt/7' f3•IFCKL-D'BY: SH DATE:5/18/13 SHEET 1 Of 1'SIZE .0 CLOPAY'DOES NO SUM+LY JAYS ATIACNNEHI.-FASTENERS, wk- - -- . 1RNBADIt DISTANCE BETWEEN CENTER Or ANGOR AND ECCE Or CONCRETE BLOCK:T-I/?",_EXCLUDING STUCCO TRICKINESS. i noas.owc.-NO.: 10481] VER: M-0 F GARAGE DOOR REPLACEMENT AT 10295 NW 1 AVECD -1 0 0 0) MIAMI SHORES, FL 33150-1219 s a Z n 1. THE CONTRACTOR AGREES THAT HE,HIS MANAGEMENT TEAM(ESTIMATOR, 11. THE CONTRACTOR SHALL PREPARE AND MAINTAIN A HURRICANEIWINDSTORM 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL LABOR, PROJECT MANAGER,PROJECT ENGINEERS,SUPERINTENDENTS,AND PREPAREDNESS PLAN.THE CONTRACTOR SHALL MAINTAIN SAID PLAN IN A LOCATION EQUIPMENT AND SERVICES REQUIRED TO PROPERLY EXECUTE THE J O 0 SUBCONTRACTORS AND PRINCIPAL SUPERVISORY PERSONNEL)HAS VISITED THE THAT IS READILY ACCESSIBLE FOR REVIEW BY THE OWNER AND OR ARCHITECT. DEMOLITION AND REMOVAL WORK INDICATED ON THESE CONSTRUCTION Q H SITE,EXAMINED THE SITE AND THE LOCATION OF THE PROPOSED WORK,AND DOCUMENTS. _ EXISTING IMPROVEMENTS,AND CONDITIONS AND PHYSICAL CHARACTERISTICS OF 11.1. THE HURRICANE PLAN SHALL INCLUDE A LIST OF CONTACTS IN THE EVENT THAT Q () THE JOB.THE CONTRACTOR(S)SHALL INCLUDE IN HIS BUDGET ALL COSTS A HURRICANE WATCH IS POSTED AND WILL ALSO ADDRESS WHAT MEASURES 2. THE CONTRACTOR SHALL VISIT THE SITE AND INSPECT THE EXISTING BUILDING w ASSOCIATED WITH,AND PERTAINING TO,THE SATISFACTORY COMPLETION OF THE ARE TO BE TAKEN TO SECURE THE CONSTRUCTION SITE IN THE EVENT OF AND VERIFY THAT ALL ITEMS INDICATED TO BE EXISTING ARE IN PLACE AND Z Q PROJECT AND THE COMPLETE INSTALLATION OF ALL ASSOCIATED SYSTEMS, NOTIFICATION BY THE NATIONAL WEATHER SERVICE OF AN IMPENDING SHOWN ACCURATELY. p INCLUDING THE REMOVAL AND RELOCATION OF ANY AND ALL OBJECTS OR HURRICANE OR WINDSTORM THAT MAY THREATEN THE JOB. //W� O p 04 OBSTRUCTIONS THAT MAY BE ENCOUNTERED IN THE COMPLETION OF THE WORK 3. ALL DEMOLITION WORK SHALL BE PERFORMED BY CAUSING THE LEAST V L p N Q THAT MAY NOT HAVE BEEN PREVIOUSLY DOCUMENTED IN THE CONSTRUCTION 11.2. THE HURRICANE PLAN SHALL ADDRESS HOW THE CONTRACTOR WILL MOBILIZE POSSIBLE DAMAGE TO THE EXISTING WORK TO REMAIN. cV r` DOCUMENTS. - - THE PROJECT FOLLOWING A WIND OR HURRICANE EVENT AND DOCUMENTATION - z f ¢ N OF DAMAGES AND HOW REPAIRS WILL BE HANDLED IN THE EVENT OF A LOSS. 4. PROVISIONS SHALL BE MADE TO MINIMIZE THE SPREAD OF DEBRIS AND DUST O 2. THE WORK DESCRIBED HEREIN IS DESCRIBED IN THE SCOPE OF WORK,THIS SHEET. TO ADJACENT PROPERTIES.SITE SHALL BE MAINTAINED AS CLEAN AS POSSIBLE THE CONTRACTOR SHALL CORRELATE ALL WORK DESCRIBED ON THE DRAWING 12. IN THE EVENT OF DAMAGES TO THE BUILDING WHICH REQUIRE ASSESSMENT FOR AN AT ALL TIMES. WITH THE ACTUAL CONDITIONS IN THE FIELD. THE CONTRACTOR SHALL NOTIFY THE INSURANCE CLAIM,THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE OWNER OF j ARCHITECT IN WRITING OF ANY SITUATION WHICH ENDANGERS THE INTEGRITY OF THE CIRCUMSTANCES SURROUNDING THE LOSS,DOCUMENT DAMAGES,DETERMINE 5. CONTRACTOR SHALL IDENTIFY ANY HAZARDOUS MATERIALS TO BE REMOVED, THE EXISTING BUILDING OR PREVENTS HIM FROM SUCCESSFULLY ATTAINING THE AND PRICE REPAIRS,DETERMINE IMPACT TO THE PROJECT SCHEDULE,SUBMIT SUCH AS ASBESTOS,PRIOR TO THE BEGINNING OF DEMOLITION.HAZARDOUS v N DESIGN INTENT. ALL INFORMATION TO THE OWNER WITHIN 72 HOURS OF A LOSS. MATERIALS SHALL BE REMOVED IN ACCORDANCE WITH LOCAL,STATE,OR N N 'p FEDERAL CODES AND REGULATIONS p -p p_ -p 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL NOISE 13. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AT THE TIME THE ORDINANCES OR OTHER ORDINANCES THAT MAY RESTRICT WORK ON THE SITE. WORK IS PERFORMED. NO ADDITIONAL PAYMENTS SHALL BE MADE FOR THE 6. ALL DEBRIS AND MATERIALS DEMOLISHED OR REMOVED FROM THE BUILDING CONTRACTOR'S FAILURE TO CORRECT CONFLICTING FIELD CONDITIONS AFTER THE SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL,STATE,OR FEDERAL 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS WORK HAS BEEN COMPLETED. REGULATIONS. PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR SHALL BE 0 0 RESPONSIBLE FOR REQUESTING AND COORDINATING ALL INSPECTIONS AND 14. THE CONTRACTOR SHALL WORK AND RETAIN COOPERATION WITH THE OWNER AND 7. EXISTING WORK TO REMAIN WHICH HAS BEEN DAMAGED OR DISTURBED AS A Lo 0 APPROVALS OF ALL ASPECTS OF HIS WORK.THE CONTRACTOR SHALL OBTAININ ALL TENANTS IN SCHEDULING THEIR WORK IN ORDER TO CAUSE THE LEAST RESULT OF THE DEMOLITION PROCESS SHALL BE RESTORED TO"LIKE NEW' w • • r 0 TEMPORARY AND FINAL CERTIFICATES OF OCCUPANCY. INCONVENIENCE TO PERSONNEL AND PROPERTY. CONDITION.ALL EXISTING SURFACES AND FINISHES REQUIRED TO MATCH AND •••••X0 0 ALIGN WITH NEW CONSTRUCTION SHALL BE REPLACED IF DAMAGED OR • • w co 16••••• 5. THE CONTRACTOR SHALL MAINTAIN A COPY OF ALL APPLICABLE CODES AND 15. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTS. PAYMENT OF ALL ALTERED. • • 0 • STANDARDS RELEVANT TO THIS PROJECT ON SITE AT ALL TIMES,AND SHALL TEST SHALL BE AS INDICATED IN THE AGREEMENT BETWEEN THE • • ••✓ •-J r •• COMPLY WITH ALL REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE,AND OWNER/CONCTRACTOR OR GENERAL CONDITIONS. IF NOT SPECIFICALLY DEFINED, 8. DO NOT REMOVE ANY EXISTING STRUCTURAL MEMBERS BEFORE SHORING AND •• • • • 4 Ll. O••••• ALL APPLICABLE FEDERAL,STATE AND LOCAL CODES,STANDARDS,REGULATIONS, THESE COSTS SHALL BE BORNE BY THE CONTRACTOR. BRACING AS REQUIRED.CONTACT ARCHITECT WITH ANY QUESTIONS OR •• • +__ • AND LAWS. CONCERNS REGARDING UNCLEAR INFORMATION ABOUT THE REMOVAL OF ANY •••••• cp 16. THE ARCHITECT AND ENGINEERS WILL NOT PROVIDE TO THE CONTRACTOR OR HIS STRUCTURAL MEMBER. ••gw• • 'W [7•••• 6. THE CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF PERMIT SUBCONTRACTORS ANY DISKS OR ELECTRONIC MEDIA PREVIOUSLY/CURRENTLY ��// M • • DRAWINGS ON-SITE AT ALL TIMES ALONG WITH ALL REVISIONS TO THE PERMIT, USED IN THE PREPARATION OF THE CONSTRUCTION DRAWINGS. DO NOT 9. WHERE ELECTRICAL WORK NEEDS TO BE ABANDONED,REMOVE WIRE BACK TO •••1��• •• Z LL 1;•••• INCLUDING PERMITTED SHOP DRAWINGS AND CALCULATIONS. SAID DRAWINGS REPRODUCE THE DRAWINGS FOR USE AS SHOP DRAWINGS. THE ELECTRICAL PANEL.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A •••Q• •�00 T's••••• ALONG WITH ALL INSPECTION LOGS,AND PERMITS SHOULD BE MAINTAINED IN AN LICENSED ELECTRICAL CONTRACTOR. r- • EASILY ACCESSIBLE SPACE FOR THE OWNER,ARCHITECT,ENGINEERS,AND 17. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE. i•• i _ •• BUILDING OFFICIALS TO REVIEW. 10. WHERE PLUMBING PIPING NEEDS TO BE ABANDONED REMOVE PIPING WHERE IT • • • N ••••• 18. CONTRACTOR SHALL RESOLVE QUESTIONS REGARDING APPLICABILITY OF TYPICAL CAN BE CAPPED.WHERE PLUMBING VENTS NEED TO BE ABANDONED,REMOVE • (�• i••©•- • 7. THE CONTRACTOR SHALL REVIEW ALL CONTRACT DOCUMENTS,PERMIT DETAILS WITH THE ARCHITECT/ENGINEER. DETAILS LABELED AS"TYPICAL DETAILS, ENTIRELY.PATCH AND REPAIR ROOF PENETRATIONS.ALL PLUMBING • r• �� ••••1A DOCUMENTS,DIMENSIONS,JOB-SITE CONDITIONS,AND COORDINATE WITH FIELD OR TYP.)ON THE DRAWINGS APPLY TO ALL SITUATIONS THAT ARE THE SAME OR DEMOLITION SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR. • • ai •••• • DIMENSIONS,AND PROJECT SHOP DRAWINGS PRIOR TO CONSTRUCTION. THE SIMILAR TO THOSE SPECIFICALLY DETAILED OR EXISTING AT THE SITE. SUCH J E ••Q O CONTRACTOR SHALL MAKE NOTE OF ANY AND ALL DISCREPANCIES THAT PREVENT DETAILS APPLY WHETHER OR NOT THEY ARE KEYED IN AT EACH LOCATION. 11. CONTACT GAS UTILITY COMPANY IF GAS LINES ARE REQUIRED TO BE REMOVED c THE INSTALLATION OF ANY ASPECT OF THE CONSTRUCTION TO ACHIEVE THE OR ABANDONED. 5 LL U CHARACTER AND APPEARANCE DEFINED IN THE CONTRACT DOCUMENTS,THE a) (D CONTRACTOR SHALL REPORT ANY AND ALL DISCREPANCIES REGARDLESS OF THEIR 0- NATURE NATURE TO THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK, GENERAL NOTES GENERAL REMOVAL NOTES fl H ALLOWING SUFFICIENT TIME FOR THE ARCHITECT AND ENGINEERS TO REASONABLY ASSESS THE CONDITION AND DETERMINE AN APPROPRIATE SOLUTION. Q 8. ITEMS AFFECTING ALL TRADES ARE PLACED THROUGHOUT THE DRAWINGS. NO DRAWING LIST CODES n- 04 "CHANGE ORDERS"FOR MISSED ITEMS IN OTHER SECTIONS OF THE WORK WILL BE G-1.0 GENERAL INFORMATION +. �_ p PERMITTED. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ARCHITECT IN 1. FLORIDA BUILDING CODE 5TH EDITION(2014) A-1.0 FLOOR PLAN,SCHEDULE&WIND LOAD CALCULATIONS 2. FLORIDA LIFE SAFETY CODE,5TH EDITION G1 CO r- WRITING OF AMBIGUITY,INCONSISTENCY OR ERROR WHICH THEY DISCOVER UPON CO "t EXAMINATION OF THE CONTRACT DOCUMENTS,THE SITE,OR LOCAL CONDITIONS. LL (0O 9. THE CONTRACTOR SHALL PERFORM ALL WORK IN A FIRST CLASS WORKMANSHIP E tp U LIKE MANNER. CLASSIFICATION OF WORK O�a31sj�� w 10. THE ARCHITECT AND OR ENGINEERS(S)SHALL NOT BE RESPONSIBLE FOR,NOR HAVE CONTROL OR CHARGE OVER THE CONSTRUCTION MEANS,METHODS, LEVEL 1 ALTERATION CD Q = SEQUENCES,OR PROCEDURES OR FOR THE SAFETY PRECAUTION PROGRAMS. THE • L- U CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGES OR INJURIES DUE TO HIS ACT SCOPE OF WORK 'Yw Ix OR NEGLECT. u)-0 1. GARAGE DOOR REPLACEMENT U j CO 11. THE CONTRACTOR SHALL REMOVE FROM THE SITE AND LEGALLY DISCARD IN A > �r Q TIMELY MANNER ALL CONSTRUCTION DEBRIS THAT WILL NOT BE REUSED OR � Q a RELOCATED ELSEWHERE IN THE PROJECT. Lo 0 CD LL 12. THE CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS,EQUIPMENT,AND _ �(��y 3: M Z APPLIANCES THAT ARE TO BE USED. THE CONTRACTOR SHALL PROVIDE - S ' (n + PROTECTION FROM VANDALISM,THEFT,WEATHER,DUST,NOISE,AND ANY OTHER .;' p J SOURCE of DAMAGE OR LOSS. AMILCAR R. MELENDEZ o w FLORIDA REGISTRATION AR93063 60'-0" w Z 0 _j Q c Q Q c Q LU J 2 Z) U w J F_ Zo ^J C) `V I..L O Q' N N r- ` EXISTING _ - s_ J Q N o RESIDENCE 0 z (NO WORK) z °-' v J j > 6 LLS a) C C 5 o�,z�s( d Wmdbadr lc. KJ N co O a 'a CL 'o EXISTING p O GARAGE r-a k Ln CO . :••W M 1•090•0 "Y f5 S +•�• •• \ ll� r 00 •• r------------I I I . � • oa ••A0 • • �i LL O••••. I I • � � •�j�u rd•••• I O1 I OPENING INFORMATION OPEWNG PRESSURES NOA INFORMA U111—t.VA d Veb (.Ph) 175 Noml.sl IM d#.o.d P"­k ' • : ;• 1" 0 � -s a••• OPENING EFFECTIVE WIND AREA 01"00 �> > Namind 1AW VeMtlty(.ph) 135.6 WIND LOAD FOR: WIDTH(ft) LENGTH(fq NOA A turd NYTber M.s Pm,a,t Per NOA LONE tELEVATION(feH) (sqn) MAXIMUM POR MVE MAXIMUM NEGATIVE PD t• ! • E.P.— C PRESSURE(qQ PRESSURE,(psQ • • U) • -I�.L--fid`-- . N V' .,o•• 0 ' 0' l.t-1 P- F-el" 1.SECTIONAL DOOR 5 9.0 7.0 63 33.64 42.02 n. ••© J • 'If.loI.bort gn..d(t)-(ft) 0 • T• •a• •�. ••• SutM.N Wall Htigl,t-(fl) 9 J � •••� L S�FLOOR PLAN Mn.RoofNeigbt(b)-(fl) li E 0 SCALE:1/8"=,r_ R.Oding watb/D) 6. ILL m R.ildl.g Le.gte(R) 46 N 5 RoeSlopo(s:12) 3 O O R..f A.gk(deg—) 14.04 f1 CL (.)Edge Ship(ft) 4.6 Fief lox(ft) a N WIND LOAD CALCULATIONS DOOR SCHEDULE NOT TO SCALE M co liCDO DIMENSIONS MATERIAL FINISH OPERATION WIND LOAD DESCRIPTION � PRESSURE MARK WIDTH HEIGHT THK. R.O. DOOR FRAME DOOR FRAME .a ' =9J�. co Q = MATERIAL MATERIAL FINISH FINISH �� Ci � U_ _ 01 108" 84" - EXISTING STEEL STEEL PAINT PAINT_ SECTIONAL N0. 1, NOA# 15-0225.19, _ �� 6�.� � o Q SEE NOTE 4 SEE NOTES 1,2,3,4 M6 ��.o ` �*�+ , L �° W ., }n 8-0 Q � Q NOTES: O aw U6 1. VERIFY ROUGH OPENINGS PRIOR TO ORDERING&INSTALLING DOORS. 'fro• ,a M O 2. ALL EXTERIOR DOORS SHALL BE REVIEWED AND ACCEPTED BY THE MIAMI DADE COUNTY PRODUCT CONTROL SECTION AS DOCUMENTED BY A �C� Z VALID NOTICE OF ACCEPTANCE.ALL DOORS SHALL BEAR A PERMANENT LABEL WITH THE MANUFACTURER'S NAME OR LOGO, CITY, STATE, y�TECT w '• + MODEL/SERIES,AND FOLLOWING STATEMENT: "MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED" o J 3. ALL EXTERIOR DOORS SHALL BE LARGE AND SMALL MISSILE IMPACT RESISTANT. AMILCAR R. MELEND 4. SEE THIS SHEET FOR DESIGN PRESSURE CRITERIA AND DESIGN PRESSURES. _ _ — _ _ __ _ _ FLORIDA REGISTRATION AR93063