Loading...
MC-16-1734 Permit No. "6-16-1734 �eH°mS os� Miami Shores Village Fx#3CCTtC,jpw Mechanical Ci�t�1 18NG� 10050 N.E.2nd Avenue NE ClassifflcaWn. on ti ... Miami Shores,FL 33138-0000 ow PO' � , hyp— � Phone: (305)795-2204 .,f, fit R�� "T Expiration: /2017 Project Address Parcel Number Applicant 1700 NE 105 Street 1122300500001 SHORES CONDOMINIUM Miami Shores, FL Block: Lot: Owner Information Address Phone Cell SHORES CONDOMINIUM 1700 NE 105 ST MIAMI SHORES FL 33138 Contractor(s) Phone Cell Phone Valuation: $ 20,000.00 CORALAIRE SERVICE INC (954)979-9707 Total Sq Feet: 0 Tons: Available Inspections: Additional Info:REPLACE 20 ROOFTOP EXHAUST FANS AND Inspection Type: Classification:Commercial Ventilation Approved:In Review Final Comments: Date Approved::In Review Rough Date Denied: Type of Work: Rough Duct Scanning:3 Review Mechanical Duct Detector Test Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 DBPR Fee Invoice# MC-6-16-60292 $10.50 06/22/2016 Check#:16395 $50.00 $717.00 DCA Fee $10.50 Education Surcharge $4.00 07/19/2016 Check#: 16466 $717.00 $0.00 Notary Fee $5.00 Permit Fee $700.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $767.00 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 s rate andA4t all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-name co a to Io th work stated. July 19, 2016 Authorized Signature:Owner / Applicant / Contracto Ag nt Date Building Department Copy July 19,2016 1 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-261539 Permit Number. MC-66-16-1734 Scheduled Inspection Date: December 14,2016 Permit Type: Mechanical -Commercial Inspector: Perez,JanPlerre Inspection Type: Final Owner: CONDOMINIUM,SHORES Work Classification: Addition/Alteration Job Address:1700 NE 105 Street Miami Shores,FL Phone Number Parcel Number 1122300500001 Project: <NONE> Contractor: CORALAI�SERVICE INC-' _IIIIII'IIIII�I� Phone: (954)979-9707 Building Department Comments REPLACE 20 ROOFTOP EXHAUST FANS AND 14 t Passed Comments VENTS FOR NEW ROOF BEING INSTALLES. INSPECTOR COMMENTS False -V Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. December 13,2016 For Inspections please call: (305)762-4949 Page 6 of 40 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-261539 Permit Number: MC-6-16-1734 Scheduled Inspection Date: December 14,2016 Permit Type: Mechanical -Commercial Inspector: Perez,JanPlerre Inspection Type: Final Owner: CONDOMINIUM,SHORES Work Classification: Addition/Alteration Job Address.,1700 NE 105 Street Miami Shores,FL Phone Number Parcel Number 1122300500001 Project: <NONE> Contractor: CORALAIRE SERVICE INC Phone: (954)979-9707 Building Department Comments REPLACE 20 ROOFTOP EXHAUST FANS AND 14 In ractio Passed Comments GRAVITY VENTS FOR NEW ROOF BEING INSTALLES. INSPECTOR COMMENTS False V(0 V Inspector Comments Passed Failed Correction Needed Re-Inspection Fee I 1 No Additional Inspections can be scheduled until re-inspection fee is paid, December 13,2016 For Inspections please call:(305)762-4949 Page 6 of 40 Miami Shores Village -TV Building Department 7BY: N 2 2 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 I '`I S BUILDING Master Permit No. \2�(ro- R PERMIT APPLICATION Sub Permit No.Mo IG- I�:N ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING 0 MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1700 N E 105 SREET City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-2230-050-000 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee simple Titleholder):THE SHORES CONDO ASSOC Phone#:305-892-6741 Address: 1700 N E 105 STREET City: MIAMI SHORES State: FLORIDA Zip: 33038 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: CORALAIRE SERVICES INC Phone#: 954-979-9707 Address: 7915 NW 20 STREET City: MARGATE State: FLORIDA Zip: 33063 Qualifier Name: WILLIAM P. TAIBL Phone#: State Certification or Registration#: CAC058328 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$20,000.00 Square/Linear Footage of Work: Type of Work: E-1Addition ElAlteration ElNew ■❑ Repair/Replace ❑ Demolition Description of Work: REPLACE 20 ROOFTOP EXHAUST FANS AND 14 GRAVITY VENTS FOR NEW ROOF BEING INSTALLED Specify color of color thru tile: ^� Submittal Fee$ GO' cz Permit Fee$ !®®�O'D CCF$ I CO/CC$ ef Scanning Fee$4'--1 - LD Radon Fee$ l 6 ° t-50 DBPR$ 1 10' CZ Notary$ j6 Technology Fee$-4 Pn - co Training/Education Fee$ W Double Fee$ jo Structural Reviews$ Bond$ 1r`° TOTAL FEE NOW DUE$ -9 l7l ° 00 (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 bedelivere o the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be pas at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of suc as notice, the inspection will not be approved and a reinspection fee will be charged. Signature IN Signature . OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by i Po day of _ a a f-'i .20 b)y (�#4VE e ®pe"Ysonally known to GJo�.d.AAn Q. ,per=who' ersonally know fio me or who has produced l �W�-�-as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Si g Print: A—� Print: I Seal: �� +4ta.ry f'uplic State of Florida ','t f`*`' JUNE t?.KINCHAM Seal: ,, sindra Alvarez � MY COMPAISSION 9 FF 023703 • c dya My Commision FF 158750 2, EXPRES:July 14,2017 rix„tied Cx1'e<O�r03;2018 BW1d9d'ihru NotaryPublicLhdenvriters APPROVED BY —20 Nl�hs Examiner Zoning Structural Review Clerk (Revised02/24/2014) BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S.Andrews Ave., Rm.A-100, Ft. Lauderdale, FL 33301-1895 954-831-4000 VALID OCTOBER 1,2015 THROUGH SEPTEMBER 30,2016 s DBA: Receipt#:�TING%AIRCONDITION CONTRA„ R Business Name:CORALAIRE SERVICES INC Business Type:(AIR CONDITIONING CONTRACTO Owner Name:WILLIAM P TAIBL BusinessOpened:05/08/1986 Business Location:7915 NW 20 ST State/COunty/Cert/Reg:CAC058328 MARGATE Exemption Code: Business Phone:954-979-9707 Acorns seats Employees Machines Professionals 1 s For Vending Business Only Number of Machines: Vending Type: (r Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 orf I THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS t 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 F 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 legal or that it is in compliance with State or local laws and regulations. k p Mailing Address: f STREET 7915 NW 20 STREET Receipt #OIA-14-00009006 WILLIAM P TPaid 09/14/2015 27.00 MARGATE, FL 33063 D f 2015 - 2016 KEN LAWSON,SECRETA , RICK SCOTT,GOVERNOR RY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL,REGULATION CONSTRUCTION INDUSTRY LICENSING BO�k�tD C:AC058328 The CLASS B AIR CONDITIONING CONTRACT Nared b4low-IS CERTIFIED Under the,ovisions.of Chapter 489 FS. .Expiration date AUO°31,2016: TRI'BL,WILLIAM P CORALAIRe SPICES aNt �N � � •r 16i3BANl(SttO D ffi2CA"F FL X63 ❑, SEQ# L14072ooO01227 ISSUED 07/20/2014 DISPLAY AS REQUIRED BY LAW — I 06/16/2016 14:55 9549560555 COVER ALL INSURANCE PAGE 01/01 ACORD CERTIFICATE OF LIABILITY INSURANCEDATE(MM INVY" 08/1812018 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION COVER ALL INSURANCE ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 5800 W ATLANTIC BLVD ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. MIARGATF,FL 33083 PH:954950.0008 FX:954-95605 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A FEDERATED NATIONAL INS CORALAIRE SERVICES INC. INSURER B: 7915 NW 20TH$'I'MIF7 INSURER C MARGATE,FL 33083 INSURER D: INSURER R COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, MM 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IN POUCfmt POLICY EFF POLICY TION LIMITS CENERAL LIABILITY EACH OcCURR NNCE 1 000 000 A X COMMERCIAL GENERAL LIABILITY GL-0504008959-04 3.31.2096 3.31.2017 RAMA, ro RENTED 100 000 .F.REMtSE,^�P��.0 CLAIMS MADE IT OCCUR MED EXP ane $5,00 PERSONAL&ADV INJURY $1,000,000 GENERALAGGREGATE s2,000,000 GENT-AGGREGATE LIMIT APPLIES PER: PRODUCTS-OOMPIOF AGG $2,000,000 X I POLICY F-IPR-,,o,, LOC AUTOMOBILE LUUISJTY COMBINED SINGLE LIMIT ANY AUTO (Ea Aaddan4) § ALL OWNED AUTOS RODIL INJURY SCHEDULEDAUTOS $ HIRED AUTOS SOCILY INJURY $ NpN4WNED AUTOS (Par w4dont) PROPERTY DAMAGE $ (Per dwidant) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT S ANOTHER THAN EA ACC S AUTO ONLY; AGO.1-111, MMUMMOMLA LJAGWTY EACH OCCURRE ICE , OCCUR ❑CLAIMS MADE AGGREGATE $ DEDUCTIBLE S RETENTION $ WC STATU- OTH- WORKEM COMPEN"TION AND M EMPLOYERS'LUUJILITY ANY PROPRIETORIPARTNERIEXECUTIVE S t,EACH ACCIDENT S OFFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE S I'M da ift a under E.L.DISEA88-POLICY LIMIT $ OTHER I) MMISTION OF OPERATIONS I LOCATIONS I VENICLES I EXCLUSIONS ADDED BY UNWRSEMIENT I SPWAAL PROVISIONS AIR CONDITIONING CONTRACTOR CERTIFICATE HOLDER CANCELLATION SHOULD ANY OFTHEADOVE DESCRIBED POLICIES BE 43ANCMJ-0 WmFllw THE EXPIRATION MMAMI SHORES RUILDING DEPT DATE THEREOF,THE MUM INSUR7_R WILL ENDEAVOR TO MA0. 10 DAYS WRITTEN 10050 NE 2nd Ave, NOTICE TO THE CERyiMATE HOLDER NAMED TO THE LOFT,BUT FAILURE TO DO 90 SHALL Shores,FL 33138 IMPOSE NO ommov OR Chef,;O ANT RIND UPON THE INSURER,ITS AGENTS OR LZQ+RESEN AUTHOR® t FAX 954988-7142 ACORD 25(2001/08) ACORD CORPORATION 1986 06/16/16 02:45 PM COVERALL INSUR Page 1 Report Viewer Pais 1 of 1 STATE:OFIFLOMA .. 09PARMSTOO-ANANCALOMMOS DI>illSit9N�DF ER.S't:Ol4�N$ATION ••CERTIFICATE OF EI.E MOX TO°.4E: FROM FLORIpA''WORI4ERS'CON�P.ENSATtO1+F LAW•• CONStRuOT10Nf'IND.U3TRY SON TMsoetras•tlofthW-Ad &gsf3d-W& hp electedta'b&eMrtpMatrrC•F dit1AIgrT 'Wt�mp EFFECTIV GATE: 4IM4,tO B7iP1lMWN Q*TE: -417)2018 PERSOM .TAIBL VALUAM P FEIN: 5M283T7 BUSWMMA 1E AND ADORM: COTtAIJK RE SERMCF-S.INCOR ORATEQ 7915 mw STTat. . MARGKM 'FL SCOPHS.OF.PUSMT OR•T-RADEs 1Ws FATI �LAIION, P�gmRto Clapbr��Op..OB(14�R.8.,•hp�rpt•••IpORtbn who lkW�pn fmd�thb'nMpffiEy1�+p• MO�QIIAR1dMihM'fOWOn '�ncreQov�benafY�orwmpemdlm�onAerBJs .Pinto ChaptuM006(72�F8„CaHd� ��be �_ mmryry� �y0� of ii6tln 8r oCtMmtrtds a>tod ontl�s�eof el�Ol nh+ LPu�audtoClu r(4408(13 FB. bt Ao oFe-p24 W,;202Cgffi cATEOp'E4ECTot4,'toBE`EXEWTREMSMOBd3 • QIJE8T10N8?(@S'0}Fi&1808 .4 t5t�OR'�3� Miami Shores Y Building Department ARIDA 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 fall-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: x _� Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this G2_ day of Jklkk ,20 (( . By SA M"(3r4_<_ who is personally known to me or has produced TA- as identification. Notary: SEAL: a silotary Public State of Fiorida ,P % Sinciia Alvarez ¢ ' � ®c my commission FF 156750 C i, o� ExFi-es 0910312018 D;tail by Entity Name Page 1 of 3 Paz etail by Entity Name Florida Not For Profit Corporation THE SHORES CONDOMINIUM, INC. Filing Information Document Number 707621 FEI/EIN Number 59-1095398 Date Filed 07/21/1964 State FL Status ACTIVE Last Event AMENDMENT Event Date Filed 06/27/2012 Event Effective Date NONE Principal Address 1700 NORTHEAST 105TH STREET MIAMI, FL 33138 Changed: 04/22/2000 Mailing Address 1700 NORTHEAST 105TH STREET MIAMI, FL 33138 Changed: 04/22/2000 Registered Agent Name & Address JARA &ASSOCIATES, PA 19 W. Flagler St. Suite 504 MIAMI, FL 33130 Name Changed: 01/27/2012 Address Changed: 01/25/2015 Officer/Director Detail http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/22/2016 Detail by Entity Name Page 2 of 3 Name & Address Title Treasurer STUBBS, PATRICIA 1700 NE 105 ST#211 MIAMI SHORES, FL 33138 Title P SAMMONS, CHARLES 1700 NORTHEAST 105TH STREET #301 MIAMI, FL 33138 Title Secretary SWAN, ROBERTA 1700 NE 105 ST#111 MIAMI, FL 33138 Title VP RAJO, PEDRO 1700 NE 105 ST#111 MIAMI, FL 33138 Title VP Benavides, Jorge 1700 N.E.105 St #409 Miami Shores, FL 33138 Annual Reports Report Year Filed Date 2014 04/02/2014 2015 01/25/2015 2016 03/18/2016 Document Images 03/18/2016 --ANNUAL REPORT View image in PDF format 01/2512015 --ANNUAL REPORT View image in PDF format 04/02/2014 -- ANNUAL REPORT View image in PDF format 03/31/2013 --ANNUAL REPORT http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/22/2016 pQtail by Entity Name Page 3 of 3 View image in PDF format 06/27/2012 --Amendment View image in PDF format 02/09/2012 --ANNUAL REPORT View image in PDF format 01/27/2012 -- Req. Agent Change View image in PDF format 01/19/2011 --ANNUAL REPORT View image in PDF format 09/27/2010 -- Reg. Agent Change View image in PDF format 05/04/2010 --ANNUAL REPORT View image in PDF format 10/14/2009 -- Reg. Agent Change View image in PDF format 06/15/2009 -- Reg. Agent Change View image in PDF format 04/30/2009 --ANNUAL REPORT View image in PDF format 04/25/2008 --ANNUAL REPORT View image in PDF format 09/18/2007 -- Reg. Agent Change View image in PDF format 04/27/2007 --ANNUAL REPORT View image in PDF format 05/01/2006 --ANNUAL REPORT View image in PDF format 05/04/2005 --ANNUAL REPORT View image in PDF format 04/19/2004 --ANNUAL REPORT View image in PDF format 04/28/2003 --ANNUAL REPORT View image in PDF format 01/25/2002 --ANNUAL REPORT View image in PDF format 05/14/2001 --ANNUAL REPORT View image in PDF format 04/22/2000 --ANNUAL REPORT View image in PDF format 02/26/1999 --ANNUAL REPORT View image in PDF format 04/14/1998 --ANNUAL REPORT View image in PDF format 03/04/1997 --ANNUAL REPORT View image in PDF format 03/18/1996 --ANNUAL REPORT View image in PDF format 06/14/1995 --ANNUAL REPORT View image in PDF format Copyright n and Privacy Policies State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 6/22/2016 µ. MECHANICA EV W , b APPROVED DATE ZZ MIAM I.IDADE MIAMI-DADE COUNTY S t ) PRODUCT CONTROL SECTION L �7 . 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) mvw.mlamidade.gov/economy Air System Components,Inc.dba PennBarry 605 Shiloh Rd. 0000 000 Plano TX 75074 • 0000 0000.. ►SCOPE: •• • •••• • This NOA is being issued under the applicable rules and regulations governing the eaepf construction: 000000 materials.The documentation submitted has been reviewed and accepted by Miamit-15 de.County RER- • 0000.. Product Control Section to be used in Miami Dade County and other areas where altaWfd by the%uthprity • 0000 . .. 0000.• Having Jurisdiction(AHJ). .0. 00 .• • This NOA shall not be valid after the expiration date stated below.The Miami-Daft County Prod f Contrdl� • Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dadg,jQgq%ty)reserve the right to have this product or material tested for quality assurance purposes. If this pgodidct;or 1114teria1 fails to 0000.. perform in the accepted manner, the manufacturer will incur the expense of such testing and:hb*ANJ may 0 immediately revoke, modify, or suspend the use of such product or material withi%ether jurisdiction. REQ••••; reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Prodact Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series WWC Aluminum Rooftop Gravity Vents APPROVAL DOCUMENT:Drawing No. 08-01542,titled"Weather Cap Spun Aluminum—Curb Mount Intake or Exhaust Roof Vent",sheets 1 through 6 of 6,dated 04/09/2012,with revision A dated 02/25/2013, prepared by the manufacturer,signed and sealed by Luis R.Lomas,P.E.,bearing the Miami-Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 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 wil l 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.Misu sg 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 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.15-0720.09 MAW DADE COUNT' Expiration Date:September 3,2020 ap15 Approval Date:September 3,2015 ©ghG J Page 1 Air System Components.Inc.dba PennBarry NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.08-01542,titled"Weather Cap Spun Aluminum—Curb Mount Intake or Exhaust Roof Vent",sheets 1 through 6 of 6,dated 04/09/2012,with revisiQuA dated- 02/25/2013, prepared by the manufacturer,signed and sealed by f•A R.Lomas,P.E. 0000.. 0000 0000.. B. TESTS 0000 . .. 0000. 1. Test report on Uniform Static Air Pressure Test per FBC, -T-A&202-94.alQ g wit1j;..• marked-up drawings and installation diagram of Weather Cd?Spun Altnnixxin Culb-.9- Mount Intake or Exhaust Roof Vents, prepared by Architelfurai.I'esting, Inc., Test o. 0. Report No. B7885.02-801-18, dated 06/26/2012, with Revilion dated 4&PA/2012;*0 . signed and sealed by Shawn G. Collins,P.E. ..- Soso .0090. 0 0 . . C. CALCULATIONS 1. Anchor verification calculations prepared by Luis R.Lomas,P.E., dated 01/26/2015, signed and sealed by Luis R. Lomas,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5th edition(2014)FBC and of no financial interest issued by L. Roberto Lomas, P.E., dated 07/09/2015, signed and sealed by Luis R. Lomas,P.E. ,., :�•.: 000,0,,r.., .•,.• 09 j ,. C rlos M.Utrera,P.E. Product Control Examiner NOA No.15-0720.09 Expiration Date:September 3,2020 Approval Date:September 3,2015 E-1 Rwmms REV DESCRIPRON 7DA-TEAPPROVEDA REVISED PER MD COMMENTS 02 NOTES: 1. THE PRODUCT SHOWN HEREIN 1S DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2. WOOD FRAMING OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. (FBC 2003.8.4.2) 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FOR ANCHORING INTO WOOD FRAMING USE #12 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 6. FOR ANCHORING INTO CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 7. FOR ANCHORING INTO METAL STRUCTURE USE #12 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 8. ALL FASTENERS TO BE CORROSION RESISTANT. 9. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 2,00 PSI. C. METAL STRUCTURE: STEEL 1/8" THICK, 36KSI (MIN.) OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 10. THIS APPROVAL IS FOR STRUCTURAL PERFORMANCE AND IMPACT RESISTANCE ONLY. INTERIOR MECHANISMAND/OR ELECTRICAL CIRCUITRYARE OUTSIDE THE SCOPE OF THIS APPROVAL. 11. THESE UNITS WERE NOT TESTED FOR WATER PENETRATION PER FBC, TAS loo(A). THEY CANNOT BE INSTALLED WITHIN THE RIDGE AREA (FBC 1523.6.5.2.13) SIGNED:01/1&2015 • . .. : : -!P;n:iBarry ���Lt11Uui�� �me�iigM�x+e• i ••i ••• "0,J)F 75074 v \GE�d`�'9S�'`N ETABLE OF CONTENTS SHEET N0. DESCRIPTION �0 WEATHER CAP SPUN ALUMINUM — CURB MOUNT ±*• 0 trOAN- INTAKE OR EXHAUST ROOF VENT 1 GENEMind i •• ••• ••• GEIJ�RAL NOTES , AT +�' 2 ELEV • i oRAtvn:• • • REv "%V,�•'�.<ORIOQ;•�\���� ••• • III L • DATE• •• 0�-01�T542 A ONA 14 �\\�� 3 BILL AND SECTIONS • ••4 — 6 INSTALS ATS O4A06 12• 1 OF 6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REWSIONS REV OESL'RIPRON DATE I APPROVED 72" 65" A REVISED PER MD COMMENTS 02/25/13 1 R.L 48 3/4" 37" 16" 15" ` 25" 24" �41 1/2" � 40 1/2" APPROVED MODELS WCC46 WEATHER CAP SPUN WCC36 WEATHER CAP SPUN OUTSIDE AIRSSHAFT HEIGHT ALUMINUM-CURB MOUNT ALUMINUM-CURB MOUNT NAME DIAMETER DIAMETER EXTERIOR VIEW EXTERIOR VIEW I WCC08 12.00 TAD 8.50 WCC08 18.50 9.00 11.00 45" WCC10 21.00 --1.-co 11.00 52" WCC12 28.00 3.00 13.00 14 -28.00 16.OD ITOO 5THCAP 25" WCC/8 30.00 17.00 16.80 WCC1 32.00 19.00 16.60 WCC20 37.00 21. 18.00 1 1" 11" CC24 46.00 28.00 18.80 1 20" 18 1/2" cx alo 31.00 20.00 WCC38 .00 37.00 24.00 �1 38 1 2" WCC42 67, 43.00 25.00 / 35" WCC48 7200 49.00 26.00 WCCWCO24 WEATHER CAP SPUN ALUMINUM-CURB MOUNT ALUMINUM-CURB MOUNT EXTERIOR VIEW EXTERIOR VIEW SIGNED:01/16/2015 OESIGN PRESSURE RATING 1161PACTRATING N. rj:�ETarry #70.OPSF NONE •• i i i i 6405 SWLOH RD \��1�:. WDM � • •• • PLRN0 T!F 75074 v �WEATHER CAP SPUN ALUMINUM - CURB MOUNT � 0 BINTAKE OR EXHAUST ROOF VENT �, � E 'mbom ELEVATIONS TAT OP••• •••DRAwN� • Ip. • • �iJFsZORt9PGCi i• .L11iTS • TE•O4j• /1Z • o�T220F 6 A ''//�/OAIA as II�a\\`` • ••• • • • • ••• • • REYSIONS PART UST NO. PARTNUMBER DESCRIPTION MANUFACTURER MATERIAL REV DESCR P6ION DATE AQPROVEO 1 19240-0 HOOD WEATHERCAP PENN BARRY ALUMINUM 3003-HO Vr THICK A REWSED PER MD COMMENTS 02/25/13 R.L. 2 19251-0 SUPPORT WCC48 PENN BARRY GALVANIZED STEEL 10GA .134° 3 19752-0 GUSSET WCC48 PENN BARRY GALVANIZED STEEL 30GA .134° 4 19265-0 WEATHERCJ>,PCURBMOUNT PENN BARRY ALUMINUM30D3-H14.�"THICK 10 7 5 19279-0 AIRSHAFTWCC48 IPENN BARRY 1AWMINUM 3003H14.08"THICK 6 19292 BIRD SCREEN WCC PENN BARRYALUMINUM 30D3-H14.04°THICK 7 S5407-0 NEOPRENEWAS14ER14X.63 PENN BARRY n B 5550D-0 WHIZ NUT 420 PENN BARRY 9 55696.0 WHIZBOLT 420X3V PENN BARRY 10 55852-0 SELF DRILLING SCREW 14-200/4' JPENN BARRY 1 11 55442-0 WASHER 1/4x11/4 JPENN BARRY 12 63106.0 CROSSUNK FOAM V'x 1° IPENN BARRY 3 11 2 8 9 5 • • 12 • 4 CONTINUOUS WELD CROSS SECTION SIGNED:01/16/2015 6SCREEN SECURED • • •• • ;P"�rrBarry WITH BOLT, WASHERS AND NUTS •• •��? SM OH RDd'�qd ANCHOR AIRSHAFT TO e • •• • 320•JX 75074 `V,•V\GENS�•�tP�'S� SCREEN SECTION SUPPORTS, GUSSETS Daft WEATHER CAP SPUN ALUMINUM - CURB MOUNT =W� RFOPM-B AND VENTURI MO INTAKE OR EXHAUST ROOF VENT :•O+ I •• ••• Eg4,OF MAT�RIALS♦AND SECTIONS i DRAWN* • • S Rn ��/G' �±���R;CP�(��@P"` •i i• • • • •• • 016-S01E542 A �7i/ SOMA„` \\\\` •• • -ALr14TS DATE 04�@G/i • 3 OF 6 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • REVOGNS n DESCRPTION DATE APPROVEDVISED PER MD COMMENTS 02/25/13 R.L. #12 SELF DRILLING SCREW CURB TO BE SEALED TO ROOF WITH FULL CURB PERIMETER OF ° APPROVED SEALANT #12 SELF DRILLING SCREW METAL STRUCTURE { BY OTHERS #12 SELF DRILLING SCREW CURB TO BE SEALED BTO ROOF EDGE DISTANCE EICURB PERIMETER OF 2 5/8" APPROVED SEALANT 4 1/2" 1B" MAX. O.C. 1/4" TAPCON METAL FRAMED ROOF CONCRETE I BY OTHERS MIN 2 1/2" MIN. EMBEDMENT 2 5/8" EDGE DISTANCE 18" MAX. O.C. #12 SELF DRILLING CONCRETE SLAB ROOF SCREW CURB TO BE SEALED TO ROOF WITH FULL CURB PERIMETER OF APPROVED SEALANT #12 WOOD SCREW I _ WOOD FRAMING I BY OTHERS 1 5/8" I9/16" MIN. iMIN EDGE DISTANCE EMBEDMENT 2 5/8" 4 1/2" 18" MAX. O.C. WOOD FRAMED ROOF SIGNED:01/16/2015 •• ••• • • • • • •• NOTES: • • •• • • • • • PennBarry 1, ALL FOUR SIDES OF CURB AND BASE ARE ANCHORED IDENTICALt�j •• • • • • :0: •• •• 605 SHILOH RD J�B•.., j�/ �� 2. ROOF CURB IS INSTALLED TO ROOF FIRST. ONCE CURB 15 INSJgLLED•F� •• ••• 0 0 •• „may PIANO, TX 75074 `�,•*-' NS0 A�� IS ATTACHED TO CURB USING #12 SELF DRILLING SCREWS AS SHOWN ABOVE WEATHER CAP SPUN ALUMINUM — CURB MOUNT _*� 0 8 3. SEE SHEET 5, COMPONENTS FOR ROOF CURB CONSTRUCTION. no INTAKE OR EXHAUST ROOF VENT ��t' C 4. UNITS MAYBE INSTALLED WITH ALUMINUM 3003—H14 CURB. • ••• ••• ••• • M0 INSTALLATION DETAILS A� AT OF • • • • • • • • �r DRAwN: Dwa ND. REv %o'�+S:�OR1aP'G\��� • • • • • • • • •• • • • • • •• • • R.L. 08-01542 A �7/S�O14AL Ea\��� ••• 0• ••• ••• .•• • • SCALE NTS — 04/09/12 —4 OF 6 j��/11II1411N�� 0:0•• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVMNS 59 REV DESCMP7ION DATE APPROVED 4„ M 18" MAX 4" MAX A REVISED PER MD COMMENTS 02/25/13 R.L. AX O.C. 33 1/2" 4 1/2" MAX #12 SELF DRILLING 12 3/4" #12 SELF DRILLING SCREW MAX O.C. 4" MAX TYP SCREW FOR ANCHORING UNIT 4 1/2" MAX TYP FOR ANCHORING UNIT 18" TO CURB TO CURB MAX O.C. ANCHORS FOR ATTACHING CURB 12 1/4" ANCHORS FOR TO SUBSTRATE MAX O.C. ATTACHING CURB + 59" SEE SHEET 4 + 33 1/2" TO SUBSTRATE SEE SHEET 4 025" AIRSHAFT 049" AIRSHAFT WCC24 PLAN VIEW INSTALLATION DETAIL 4 1/2- MAX HOOD AND INTERIOR COMPONENTS NOT SHOWN FOR CLARITY WCC48 PW N VIEW INSTALLATION DETAIL HOOD AND INTERIOR COMPONENTS NOT SHOWN FOR CLARRY ' II I I I I I 16 1/2" MAXI SIGNED:01/1612015 HEIGHT I •• ••• • • • • • •• 3LB DENSITY • • • • • • • • • PennBarr ��11�111,111!// I FIBERGLASS •• •i ••0 0 • •• 605 SHILOH RD `�a�6 R"`o e INSULATION • • • • • • • • • PLANO, TX 75074 t V.••�GEaS•• S I 1 Dow WEATHER CAP SPUN ALUMINUM — CURB MOUNT0 6 1 No INTAKE OR EXHAUST ROOF VENT eo.d CwMiat INSTALLATION DETAILS TAT OF , ROOFCURB • • • • • a • • •B' DRAWN: no No. REv /�' S.'c•[ORIOQ;��e� •• • • • • • •• • s -01542 A ALUMMIUM8003•H14100A.125"THICK R.L.R• •• • • • • • • . /�i1j1tDINAi1� MIVALUE:X=51.1380 •• • • • •• scatE NTS °ATE 04/09/12 --5 OF 6 Y=.7384 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AF REVISIONS REV DESCRIPTION DATE APPROVED A REVISED PER MD COMMENTS 02/25/13 R.L. 44 1/2" 4" MAX 13 4" MAX MAX O.0 36 1/2- #12 /2" #12 SELF DRILLING 10" 4" MAX TYP 4 1/2" MAX SCREW MAX O.0 #12 SELF DRILLING FOR ANCHORING UNIT 4 1/2" MAX TYP SCREW TO CURB FOR ANCHORING UNIT A. ANCHORS FOR TO CURB MAX ATTACHING CURB O1C TO SUBSTRATE ANCHORS FOR 40" MAX O.0 ATTACHING CURB SEE SHEET 4 TO SUBSTRATE 44 1/2" 36 1/2- A 2 SEE SHEET 4 + + / „ 4 1/2" MAX 031" AIRSHAFT 037" AIRSHAFT WCC36 PLAN VIEW INSTALLATION DETAIL WCC30 PLAN VIEW INSTALLATION DETAIL HOOD AND HOOD AND INTERIOR COMPONENTS NOT SHOWN FOR EXAft1TY 1NTERIOA COMPONENTS NOT SHOWN FOA CLARITY SIGNED.01/16/2015 • PennBarr oW111311/// ••• •i i•i i i i•s ••• 605 SHILOH RD `�\\J\�b�GNa�q//// •• ••• •• • • • •• •0do PLANO, TX 75074 V+'V\ SE ,� Data WEATHER CAP SPUN ALUMINUM - CURB MOUNT h��• 0Moro.., No INTAKE OR EXHAUST ROOF VENTy04••• ••• ••• • t INSTALLATION DETAILS �Q• 8 A • • • • • • • • Py REv +'c<OR10P•\\mow •• i • •• •• • ••i i i DRAwN TAvc No. /jF�Ts• • •• • • • • • • • R.L. 08-01542 A / 10N/tL \\\\ •• • • • •• SCALE NTS DATE 04/09/12 T 6 OF 6 I i t 1111 ••• • • • • ••• • • • • • • • • • • • • M IAM I•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTIVIENT 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 ACCEP'T'ANCE (NOA) ivww miamidade.¢ov/economy Air System Components,Inc.dba PennBarry 605 Shiloh Road Plano,TX 75074 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 Building 0000 Code,including the High Velocity Hurricane Zone. 0 0 •0 0.0• 0 0 0 0 DESCRIPTION:DX Domex Downblast and FX Fumex Upblast Aluminum RoeffoliMans a 6.:.. 0 APPROVAL DOCUMENT:Drawing No.08-00622,titled"DX Domex Downb]AA*NcrFX FuMx Wpblast••••• Roof Vents",sheets 1 through 5 of 5,dated 10/08/2008,with revision E dated 03/09;T014 prep aredV Air %o.. System Components,Inc.dba PennBarry,signed and sealed by Luis R.Lomas,P.E!,1jging thooMi, mi-Dads County Product Control renewal stamp with the Notice of Acceptance number and expiraon d4tg by the 0..0.• Miami-Dade County Product Control Section. 00 0000 0 0 0 0 .6 6 6 0 6 MISSILE IMPACT RATING:Large and Small Missile Impact Resistant ;0.;.; 0 • LABELING:Each unit shall bear a permanent label with the manufacturer's names or Iggo,Ho>'ten(pity, ,666:0 TX,model/series,and following statement: "Miami-Dade County Product Control%tarot ed",ut>rSs :0090: otherwise noted herein. e 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#10-0615.09 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.14-0311.03 &MfflKMM1=DA1)EC0UAN4TY Expiration Date:March 11,2019 Approval Date:May 1•,2014 Page 1 Air System Components,Inc. dba PennBarry NOTICE OF ACCEPTANCE: EVIDENCE SU13 IITTED A. DRAWINGS 1. Drawing No.08-00622,titled"DX Domex Downblast and PX Fumex Upblast Roof Vents", sheets I through 5 of 5,dated 10/08/2008,with revisiop E dated 03/06/2014,prepared by Air System Components,Inc.dba PennBarry,signed and sealed by Luis R.Lomas,P.E. B. TESTS "Submitted under NOA#10-0324.03" 1. Test reports on Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of Series/Models DX36B and FX36B aluminum roof vents,prepared by Architectural Testing,Inc.,Test Report No. 95871.01-801-18,dated 01/21/2010,signed and sealed by Joseph A.Reed,P.E. "Subfnitted under NDA #09-1015.03" 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 along with marked-up drawings and installation diagram of Series/Model FX36B aluminum roof vents, prepared by Architectural Testing,Inc.,Test Report No. 83741.01-801-18,dated 09/19/08,with Revision 2 dated 09/03/2009,signed and sealed by Joseph A. Reed,P.E. 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 along with marked-up drawings and installation diagram of Series/Model°DX361?&Wfhum .•,,,, roof vents,prepared by Architectural Testing,Inc.,Test Report No.$ 7432)1-801A%dated 09/19/08,with Revision 2 dated 09/03/2009,signed and sealed by Josnh A.Reed4 eep ....:. C. CALCULATIONS "Submitted under NOA#10-0324.03" 1. Engineering Evaluation Report No.511006-2,prepared L.Roberta,,,„• ,, •• Lomas,P.E.,dated 02/16/2010,signed and sealed by Luis R.Lomaq jP.V,, ••••°• • "Submitted under NOA #08-1202.13” 2. Anchoring verification calculations,dated 10/28/2008,prepared,signed and sealodbytuis R. , Lomas,P.E. • • • ""' D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to FBC 2010 and no financial interest,dated 02/27/2014,issued,signed and sealed by Luis R.Lomas,P.E. Carlos M.Utrern,P.E. Product Control Examiner NOA No.14-0311.03 Expiration Date:March 11,2019 Approval Date:May 1,2014 . E-1 RMSIONS REV DESCRPDON DATE APPROVED E REVISED MFR'S NAME &ADDRESS 1 03/06/14 RL A B NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ 2) WOOD FRAMING, METAL FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF UNIT OPENING AND ALL WOOD FRAMING AROUND UNIT. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND-BORNE DEBRIS REGIONS. 5) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16 OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". A B 6) FOR INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #12 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS DX36B DOMEX DOWNBLAST ROOF VENT FX36B FUMEX UPBLAST ROOF VENT SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TDP VIEW TOP VIEW 7) FOR INSTALLATION INTO CONCRETE SLAB USE 3/16" ELCO TAPCON WITH SUFFICIENT LENGTH 66" O.A. MAX. WIDTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN 66" O.A. MAX. WIDTH IN ELEVATIONS AND INSTALLATION DETAILS. 8) FOR ANCHORING INTO STEEL FRAMING USE #12 TEK SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE FRAME THICKNESS. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 9) ALL INSTALLATION FASTENERS TO BE CORROSION RESISTANT. 10) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: 41" O A. a 47 1/2" O.A. A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 MAX. HEIGHT MAX. HEIGHT S. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL FRAMING 125" MINIMUM SHOWN HEREIN.STRESS INCREASE LOAD OEDESIGN ECT ALLOWABLE NT HICKNESS 11j FACTOR WAS USED FOR WOOD ANCHOR CALCULATIONS 12) VENT HOUSING MATERIAL: 1100-0 M. 44 1/2" WIDTH BASE 44 1/2" "WIDTH IN. 13) VENTALUMBASE UM 3003�H14 MINIMUM 042"THIKU G-90 GALVANIZED STEEL OR MINIMUM .102" THK. "'111 14) GREASE BOX AND EXTERNAL WEATHERPROOF JUNCTION BOX MAY BE ATTACHED TO THIS DX36B DOMEX DOWNBLAST ROOF VENT FX36B FUMEX UPBLAST ROOF VENT PRODUCT. GREASE BOX AND EXTERNAL WEATHERPROOF JUNCTION BOX ARE NOT PART OF THIS ELEVATION VIEW ELEVATION VIEW APPROVAL. 15) THIS APPROVAL IS FOR STRUCTURAL CAPACITY AND IMPACT RATING OF THE EXTERIOR HOUSING DESlGNPRESSURERATWG IMPACT RATING ONLY, IT DOES NOT INCLUDE ANY INTERIOR MECHANISM AND/OR ELECTRICAL DEVICE OR CIRCUIT. 170.0 PSF LARGEANDSMALL • • 16) THESE FANS HAVE NOT BEEN TESTED FOR WATER PENETRATION. MISSILE IM •• •• • • • • ••PACT • • • • • • SIGNED:04/03/2014 • •0; •o 00 0 : •• AIR SYSTEMS COMPONENTS, oA�BA PENNBARRY t it/ �yi,, TABLE OF CONTENTS YMOs PLANO, TX 75074 V•v\QENSF9iA�'r� SHEET NO. DESCRIPTION Aaaylaw?b -o II.O q DX DOMEX DOWNBLAST ROOF VENT *� 0 6 *= FX FUMEX UPBLAST ROOF VENT 1 ELEVATION, TOP VIEWS AND GENERAL NOTES • • • ELEVATION, TOP VIEW AND GENERAL NOTES , {� 2 BILL OF MATERIALS AND SECTIONS• • • • • ••• • • � DRAWN: D4g0 N0. REV %�'n�S.'P,<OR�DP 3 DETAILS •• • • • •• • DATE 10/8/08 OS-S0f 500T622E ',,rs/0 4 5 COMPONENTS scnLE NTS ••• • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PARTS LIST REVISIONS NO. PART NUMBER DESCRIPTION MANUFACTURER MATERIAL 31 8 12 16 18 19 REV OESCRIMON DArE naaRavEo 1 16006-1 OPTIONAL BASE PENNBARRY C-90 GALV. STEEL E REVISED MFRS NAME &ADDRESS 03/06/14 RL 2 16036-0 VENTURI PENNBARRY ALUMINUM 1100-0 7 14 3 16128-0 DISCHARGE APRON PENNBARRY ALUMINUM 1100-0 4 16153-0 WINDBAND PENNBARRY ALUMINUM 1100-0 3 17 5 16230-0 HOOD BOTTOM PENNBARRY ALUMINUM 1100-0 6 16205-0 HOOD TOP PENNBARRY ALUMINUM 1100-0 7 16055-0 TOP PLATE PENNBARRY I ALUMINUM 1100-0 8 16304-0 MOTOR MOUNTING PLATE PENNBARRY G-90 GALV.CRS 9 16392-0 DRAIN SPOUT PENNBARRY ALUMINUM 1100—Hll 32 10 18380-0 WIRE BRACE CLIP LEESON G-90 GALV. CRS 6 72 16 18 19 11 21179-0 FAN WHEEL PENNBARRY ALUMINUM,VARIOUS —� 12 D3348-0 SHAFT OEM CORP CO 1045 STEEL 13 16405-0 COOUNG TUBE PENNBARRY ALUMINUM 6005—T5 23 25 4 21 14 16280-0 MOTOR SUPPORT ANGLE PENNBARRY G-90 GALV.STEEL 2 10 15 63043-0 GROMMET RUBBERMILL BLACK SILICONE 5 16 57091-0 BEARING POWER RITE CAST IRON 1 11 13 17 63010-0 VIBRATION ISOLATOR ELECTROLINE CORP SANTOPRENE OR 33 22 26 28 SECTION A-A 27 18 55510-0 1/2-13 SERRATED FLANGE NUT ILS ZINC COATED STEEL 35 DX36B 162&-115 x 1 1/2°HEX SERRATED 19 55601-0 FLAfJGE SCREW ILS SAE J429 GRADE 2 26 28 0 15 20 55286-0 COTTER PIN ILS ANSI B. 18.8.1 21 18285-0 HORIZONTAL BRACE PENNBARRY G-90 GALV. STEEL f 1 20 22 16255-0 WIRE SUPPORT RACINE IRON &WIRE G-90 GALV.CRS ?fes 23 5/16-18 x 2'WELD STUD RS ALSI C1O10 LOW CS 23 25 5/16-18 x 1 1/2'HEX SERRATED 14 24 55514-0 FLANGE SCREW ILS SAE J429 GRADE 2 24 25 29 5/16-18 SERRATED LARGE 25 55501-0 FLANGE NUT ILS SAE J995 GRADE 2 2 8/4-20 26 55500-0 FLANGE UT SERRATED LARGE ILS SAE J995 GRADE 2 7 17 OR //•HEX SERRATED 35 22 33 10 26 28 11 7 9 27 55696-0 1 4-20 GE SCREWILS SAE J429 GRADE 5 SECTION B-B SIGNED:04/03/2014 .• ••• • • • • . •• FX36B 28 55640-0 1/4-20 PEM HIGH STRENGTH STUD ILS STEEL • • • • • • • • • 29 55541-0 WASHER 1/8"x 3/8"x 1 3/4° ILS ZINC PLATED STEEL AIR SYSTEMS COMPONENTS,INC.DBA PENNBARRY 30 ROOF CURB(OPTIONAL) a�1111111j1� � RPS G-90 GALV. STEEL • • • • • • •v>tUD�Icr�r>BwBu 605 SHILOHROAD ����\�°� R• p217���i •• ••• •• • • 31 16178-0 MOTOR HOOD PENNBARRY ALUMINUM 1100-0 .vhDWeF7oriQs PLANO, TX 75074 `�V•'\OENsSmuft �•9,p�•� 1/4-2D UNC-28 FLANGED Aoeegnemw !.D3 DX DOMEX DOWNBLAST ROOF VENT y*� 0,�2b1 1k 32 55490-0 ACORN NUT ILS ZINC DIE CAST • • •• ••• ••• ••• a' FX FUMEX UPBLAST ROOF VENT -•�' SCE •tU� • • • BILL OF MATERIALS AND SECTIONS rp TAT OF 33 55940-0 1/4"BODY DIA. POP RIVET ZINC COATED STEEP• i • •� •• � ' hoiol • •• • m • • • • • • 0 DWG NO. JR35 16006 0 34 ROOFAE CURB PENNBARRY TR ES ALUM 3003-HlALUM 3003-H1�• • • • •• • scA�E ��TJH 08-00622 //i7m�ONA;t����`` NTS 10/8/08 ISHEE2 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • REVISIONS #14-3POINT TEK SCREW VENTURI SSEEENOTES ROOF CURB REV DMIW'ION DATE I APPRMD INSTALLATION ANCHOR W/3 SHEET 3 SEE NOTES THREAD PITCHES BEYOND SHEET 3 E REVISED MFR'S NAME&ADDRESS 1 03/06/94 RL CURB BASE CURB TO BE SEALED TO ROOF W/FULL PERIMETER BEAD OF APPROVED SEALANT BY OTHERS 3/16" ELCO TAPCON _ 14" MAX. INSTALLATION ANCHOR I TYP. I ROOF FINISH i I I BY OTHERS 1 1/4" MIN.1— ° d' 4° CONCRETE ON RETEBY OSLAB THERS EMB. 3" MAX. 12" O.C. VENTURI SEE ENOTES TYP. MAX. TYP. SHEET 3 ROOF CURB #14-3POINT TEK SCREW SEE NOTES 2 1/2" MIN. SHEET 3 EDGE DIST. CONCRETE SLAB ROOF INSTALLATION ANCHOR W/3 ROOF VENT TO BE SEALED DX368&FX3687NSTALLATIONDETAIL THREAD PITCHES BEYOND BASE CURB TO ROOF W/FULL PERIMETER BEAD OF APPROVED SEALANT 4" MAX. BY OTHERS #12-3POINT TEK SCREW I --- TYP.INSTALLATION ANCHOR W/3 1 I ROOF FINISH THREAD PITCHES BEYOND BY OTHERS SUBSTRATE STEEL FRAME .125 THICK MINIMUM 3" MAX. 12" O.C. ROOF BY OTHERS TYP. MAX. TYP. STEEL FRAMED ROOF DX368&FX368 INSTALLATION DETAIL NOTES: VENTURI BASE, 1. ALL FOUR SIDES OF CURB AND BASE ARE ANCHORED IDENTICALLY. #14-3POINT TEK SCREW SEE NOTES ROOF CURB 2• ROOF CURB IS INSTALLED TO ROOF FIRST. FAN IS THEN MOUNTED INSTALLATION ANCHOR W/3 SHEET 3 SEE NOTES TO CURB USING #14-3POINT TEK SCREWS AS SHOWN ABOVE. THREAD PITCHES BEYOND SHEET 3 3. SEE SHEET 4, COMPONENTS FOR ROOF CURB CONSTRUCTION. CURB 4. UNITS MAYBE INSTALLED WITH ITEM 34, ALUMINUM 3003-1-114 CURB OR CURB TO BE SEALED ITEM 30 GALVANIZED STEEL CURB. BASE TO ROOF W FULL PERIMETER 5. UNITS MAYBE INSTALLED WITH ITEM 35, ALUMINUM 3003—H14 BASE OR / ITEM 1, GALVANIZED STEEL BASE. BEAD OF APPROVED SEALANT I BY OTHERS #92 WOOD SCREW I 4 I •• �2taF tNtH • • • •• SIGNED:04103/2014 INSTALLATION ANCHOR TYP. • I • BY•OTH" i i • • • - •. •; •; •• AIR SYSTEMS COMPONENTS,INC.DBA PENNBARRY \ p/,,/ 1 1/2" • ••• •• • • 605 SHILOH ROAD \��°� tij�/x MIN. EMB PLANO, TX 75074 v•��6ENs�.9s� NOL DX DOMEX DOWNBLAST ROOF VENT = 4.0 61 3" MAX. 12" O.C. WOOD FRAMED •r>;� TYp. MAX, TYP. ••• • •ROOF•B�Y�T}I • FX FUMEX UPBLAS7 ROOF VENT • • • • • • bawd INSTALLATION DETAILS • TAT OF ty1 WOOD FRAMED ROOF •• • • • • •• • • oRnma: owc No. REV �i.�L`�'cl Q'•' � OX36B&FX36B INSTALLATION DETAIL ••• :• ••• ••• ••• ••• TJH 08-00622 E S �Rta im NTS DATE 10/8/08 -ELT3 OF 5 / ,o Al ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 65" 56 3/4" REVISIONS 62 1/4" INSIDE 1 13/16" 44 1/2" � REV DESCRPTbN DATE aPPRoveo " SOU. INSIDE E REVISED MFRS NAME &ADDRESS 03/06/14 RL 13 1/8" 26" O INSIDE �---42 15/16" 1 1 54 3/4" -{ 031 1/2" 0 OPTIONAL BASE 1 1/2" _+'--� 1 1/2" .1084"THK. G•90 GALV.STEEL Nut 1 MI VALUE:X=984.7883 I Y=.3713 I I I I 1 13/16" 44 1/2" I I \ SOU. INSIDE I I 3 18" MAX" I I HEIGHT I 18" MAX" I DISCHAROEAPRON O WIND BAND I HEIGHT I .080"7W.11040 ALUM. 055"THK.1100-0 ALUM. I l • 031 1/2" I f { NOS. DENSITYI - I FIBER GLASS 31bs. DENSITY I INSULATION I FIBER GLASS BASE I L1 INSULATION .102-TW.ALUMINUM 3003-H14 34 ROOF CURB 30 OPTIONAL ROOF CURB 42 3/8" 2" MI VALUE:X=927.2038 ALUM/ M 3003-1414 10GA..125"THICK 180A.G-90 GALV.STEEL INSIDE Y=.3508 Ml VALUE:X=51.1390 MI VALUE:X=20.5405 Y=.7364 Y=.3080 e 14 I 2" L7 MOTOR-SUPPORTANGLE .138"THK S-90 GALV.STEEL Q VENTURI 6" NOTES: .064'THK.1100.OALUHL THICKNESS SHOWN FOR ITEMS 2 AND 3 ARE PRE-SPUN THICKNESSES. •• •e• • e • • • •• SIGNED:0410312014 • • •• • • /111111/ 2 1/8 •° •; ; •; •° AIR SYSTEMS COMPONENTS,INC.DBA PENNBARRY 85• •• 00* •• • • �R R£NRw6p 605 SHILOH ROAD `\��\>b R• p2j/�// 1 11/64" ` 1T6" eaOM*Cc& ° PLANO, Tx 75074 :���'J•�,,CENSF9s'/�= 10 INO DX DOMEX DOWNBLAST ROOF VENT *• 0 6 �- -9 13/16" WIRE BRACE CL//�_ • • 600 ••: • FX FU MEX UPBLAST ROOF VENT •� w� COMPONENTS 084'THK.G-90 GALV.S • • • • �9D TAT OF HORIZONTAL BRACE •° • • • • •• , • �bouW DPAINN: DING NO. REV •'c[Q k\Op:•���� 21 .138'THK G-90 GALV.STEEL ° °° • • • ° • • • /ids' f7 O •• • • • •• • srnEE �� 08 500622 E //i�SONA j1� ���� NTS 10/8/08 4 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• a REVISIONS REV DESCRIPTION DATE APPROVEO E REVISED MFR'S NAME &ADDRESS 03/06/14 RL 37" - �J32" 14 1/4" 0 { 37 3/8" J SDE 41 5/32"---�I Imo-INSIDE DIA. I t 0 1-—43 11/32" 71 —{ 4 39/64" �_J-27/64" 16 13/64 0 0 n.� HOOD TOP 15 GROMMET OBLACK SILICONE -I 40 15/16" INSIDE 1- WOOD BOTTOM .084'THK.1100-0 ALUM. .080'TW.7100.0 ALUM. MOTOR HOOD 31 .080'7HK 1100-0ALUX 3 7/64" 3 3/4" 1 1/2- T_ 02 11 1 —1 r 7/8" 02 1/2" 12 1/2"� 11 45/64" � 36' 21/32" • 2" -[V- 1 29/32' --{I 3/4" 77 VIBRATION IOULA 7J8" SANTOPRENE 3 7/64" �9 DRAIN SPOUT 13 COOLING TUBE 6 3/32" .064'1 100-H14 ALUM. O MOTOR MOUNTING PLATE .1084'THK G-90 GALV.CRS •' ••• • • • • • •• SIGNED:04/03/2014 ••• •; ;•; •; • AIR SYSTEMS COMPONENTS,INC.DBA PENNBARRY •• 09* •• • •as compoof wilb ON• ROAD Fla" PLLANO, TXH75074 �EN0 .."p ' G NOTES: ANO 3 DX DOMEX DOWNBLAST ROOF VENTir• 0 81 *.' THICKNESS SHOWN FOR ITEMS 5. 6 AND 31 • ••• ••• ••• �9 FX FUMEX UPBLAST ROOF VENT '" ARE PRE-SPUN THICKNESSES. •• •• COMPONENTS T •i i• • i • i • • •US 47 =oO ORA57N: DWC NO. RFV �i��'��tSj:c�QR+OP,�� `�� •• • • • •• • TJH wTE 08-00622 E // �pNA; NTS 10/8/08 5 OF 5 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 000 0 0 0 009 0 0