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RF-15-299Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-228044 Permit Number: RF -2-15-299 Scheduled Inspection Date: May 07, 2015 Inspector: Rodriguez, Jorge Owner: LONGMAN, JOHN Job Address: 333 NE 92 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: MET ROOFING INC dunamg ueparltment comments TEAR OFF EXISTING FLAT ROOF AND FURNISH & INSTALL MODIFIED BITUMEN FLAT ROOF SYSTEM. Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1132060136370 INSPECTOR COMMENTS False Phone: (305)757-9504 May 06, 2015 For Inspections please call: (305)762-4949 Page 8 of 42 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 06, 2015 For Inspections please call: (305)762-4949 Page 8 of 42 BUILDING Miami Shores Village imc— Building Department FEB 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY. INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20f0 Permit No. PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 333 NE 92nd St Master Permit No.RE 15 M ROOFING City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel#: 11-3206-013-6370 Is the Building Historically Designated: Yes NO Zone: OWNER: Name (Fee Simple Titleholder): John F Longman & Denise T Longman Phone#: Address: 333 NE 92nd Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: MET ROOFING INC Phone#: 305-757-9504 Address: 406 NW 54th Street City: Miami State: Florida Zip: 33127 Qualifier Name: Major E Threlkeld Jr Phone#: 305-757-9504 State Certification or Registration #: CCC057106 Certificate of Competency #: Contact Phone#: 305-757-9504 Email Address: Major@metroofing.com DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 30,850.00 Square/Linear Footage of Work: 2507 SF Type of Work: ❑Addition DAlteration ONew ORepair/Replace ODemolition Description of Work: Tear off existing flat roof and furnish & install Modified Bitumen flat roof system Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $� • �O6 G . Go Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection whiciccurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be appro ed and a reinspection fee will be charged. J �1 O x6r o f Contractor The fo oing instru n� was acknowledged/before me this The foregoing instrument was acknowleQedbefoa methis 29 day of 20by A�nt�� day of August 20,by Majeld , who is personally known to me or who has producedwho is nercon to 1�.=ame or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Print: My Commission I:\ :iU`/:i1lH`I State of Florida o° My Commission EE140952 F*it�O� Expires 01/20/2016 re t 5 t A Plans Examiner Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) My Commission Notary public State o/ Florida Lynn S Gammon 04 My Commission EE140952 �For�o€ Expires 01/20/2016 Zoning Clerk Property Search Application - Miami -Dade County http://www.miamidade.gov/propertysearch/indexltml#/report/summazy , a OFFICE APPRAISER Summary Report Property Information Folio: 11-3206-013-6370 Property Address: 333 NE 92 ST Owner JOHN F LONGMAN DENISE T LONGMAN Mailing Address 333 NE 92 STREET MIAMI SHORES, FL 33138 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 5/4/2 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,651 Sq.Ft Lot Size 12,700 Sq.Ft Year Built 1954 Assessment Information Year 2014 2013 2012 Land Value $266,272 $236,128 $182,572 Building Value $228,443 $231,392 $244,201 XF Value $26,522 $26,825 $29,787 Market Value $521,237 $494,345 $456,560 Assessed Value 1 $356,091 $350,829 $344,965 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Assessment $165,146 $143,516 $50,000 Cap Reduction Taxable Value $306,091 $300,829 Portability Assessment Exemption Value $25,000 $111,595 $25,000 Reduction $331,0911 $325,829 $319,965 Homestead Exemption $25,000 $25,0001 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values ([.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 15 & LOT 16 BLK 47 LOT SIZE 100.000 X 127 COC 24661-2878 06 2006 1 Generated On: 1/28/2015 Taxable Value Information 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $306,091 $300,829 $294,965 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $331,0911 $325,829 $319,965 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $306,091 $300,829 $294,965 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $306,091 $300,829 $294,965 Sales Information Previous Price OR Qualification Description Sale Book -Page 12/22/2010 $455,000 27604-1457 Qua[ by exam of deed 2008 and prior year sales; Qual by 06/01/2006 $900,000 24661-2878 exam of deed 2008 and prior year sales; Quai by 06/01/1999 $280,000 18663-3747 exam of deed 12/01/1992 $0 00000-00000 Quai by exam of deed The Office of the Properly Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Mami-Dade County assumes no liability, see full disclaimer and User Agreement at http:/Mww.miamidade.govfinfb/cfisclaimer.asp Version: 1 of 1 1/28/2015 10:09 AM RICK SCOTT, GOVERNC)R KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL. REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD s- CCCD57106 The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS Expiration date, AUG 31, 2016 Local, Business Tax Roca pt Miami -,Dade County, '`State of Florida THIS IS NOTA BILL - DO NOT PAY 3996056 464601*INC► INC 406 NIN 54 ST MIAMI h 33127 OWNER MET ROOFING INC Worker(s) 10 MIA VK yh'r 14 SEQ # L1408130001479 4tg"IPT NIM EPIRS R"EWAL S9PTEMBER 30. 2015 3316916 Must be displayed at place of business Pursuant to County Code Chapter SA - Art. 9 & 10 SEC. TYPE OF BUSINESS PAYMENT RECEIVED 196 SPECIALTY BUILDING CONTRACTOR BY TAX CDIA-ECTOR CCC057106 $45,00 08/28/2014 CREDITCARD-14-034208 This Local Business Tax Receipt only oarms payment of the Local Business Tax. The Receipt is not a license. "0"or a certification of the holder'sgaalificadoma, to do business. Mohler must comply with any governmental o: npttgoYBmmentail regulatory leas and requirements which apply to the business. -the :RMIPTN% above mustbe displayed ou all commercial vehicles-01HIIi-Bade Code Sec ft -270 - For mmsbdormadon, elate miamidade oovhexI12H2 for '4CIc ►Rt ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIYYYY) 01/28/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WANED, subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Brown Insurance Inc. 1872 Tamiami Trail S. Suite G Venice FL 34293 CONTACT Noel Brown A032583 NAME: PHONE 941-493-1886 IFAAfXC No: 941-497-6325 ADDD�RESS. noel@brownins.net INSURER(S) AFFORDING COVERAGE MAIC # INSURERA: WESTERN WORLD INSURANCE CO 13196 INSURED MET ROOFING INC 406 NW 54TH STREET MIAMI FL 33127 INSURER B: INSURERC: INSURER D: INSURER E : IN nnveewn_ce He011C1#`ATe wrMOCD. REVISION NUMBER, v 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. ILTR TYPE OF INSURANCE AD B POLICY NUMBER POLICY MU POLICY EXP UMC A X COMMERCIAL GENERAL LIA131U Y CLAIMS -MADE a OCCUR AUTHORIZED REPRESENTATIVE Miami Shores FL 33138-2304 PGP0789465 04/08/2014 04/08/2015 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTE PREMISES Ea occurrence $ 100'000 MED EXP (Any oneperson) $ 5,000 PERSONAL BADV INJURY $ 1,000,000 GEN'L X AGGREGATE LIMIT APPLIES PER: POLICY EI JECOT- E LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS Ea a�deMSINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ DAMAGE $ Per accident (Per UMBRELLA UAB EXCESS LIAR OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE a OFFICERJMEMBER EXCLUDED? (Mandatory in NH) Ii yes, describe under DESCRIPTION OF OPERATIONS below NIA STATUTE OTH _ E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) ROOFING CONTRACTOR STATE OF FLORIDA. MAJOR E. THRELKELD JR. LIC# CCCO57106 GEKTIFIGATE MULLAZIR SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Building Department 10050 Ne 2Nd Ave AUTHORIZED REPRESENTATIVE Miami Shores FL 33138-2304 Noel arses .1 A032Fg3 V 7`JtRf-N74 Aa.VRu a.vRrvrv+uv��. ru. �.y��w .wv..o..• ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD ACC>R& CERTIFICATE OF LIABILITY INSURANCE DATE (N=DIYYYY) 01/28/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCERNAME: ACT Bouchard Insurance for WBS P.O.Box 6090 Clearwater, FL 33758-6090 PNONE 866 293-3600 ext. 623 c NO). E4MAIL ADDRESS: INSU S AFFORDING COVERAGE NAIC # INSURER A: American Zurich Insurance Company 40142 RNTED SES GE ToEaEoccurrence $ INSURED INSURER B: INSURER C : Workforce Business Services, Inc. Alt. Emp: Met Roofing Inc 1401 Manatee Ave. West Ste 600 Bradenton, FL 34205-6708 INSURER D: MED EXP (Any one person) $ INSURER E: INSURER F: t+nveoAt_cc CROTICIt'ATt= All RARGD• 14F1 n7QRn7714 KEVISIUN NU88t5tK: 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 LTRWVD OF INSURANCE L ADDTYPE S POLICY NUMBER � Y EFF Y DCP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ RNTED SES GE ToEaEoccurrence $ CLAIMS -MADE F-1OCCURPREM MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ PRODUCTS -COMP/OPAGG $ PRO- LOC POLICY ❑ OTHER: AUTOMOBILE LIABILITY Ea awl NED N I $ BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident) $ ALL OWNED SCHEDULED AUTOS AUTOS H RED Al1T0.S AOT AUTOS PROPERTY DAMAGE $ Per accident UMBRELLA LIAR OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED RETENTION $ WORKERS COMPENSATION $ X STATUTE ERH E.L. EACH ACCIDENT $ 1,000,000 A AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑NIA OFFICER/MEMBER EXCLUDED? (Mandatory In NH) Ifs describe under DESCRIPTION OF OPERATIONS below WC 90-00 616-04 12/31/2014 12/31/2015 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 E.L. DISEASE -POLICY LIMIT $ 1,000,000 Qualifier. Major Threlkeld Jr Location Coverage Period: 12/31/2014 12/31/2015 Client# 052110 DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 111, Additional Remarks Schedule, may be attached K more space is mquhed) Met Roofing Inc 333 NE 92nd St Miami Shores, FL 33138 Coverage is provided for 406 NW 54th St only those co -employees of, but not subcontractors Miami, FL 33127 to: Miami Shores Village Building Department 10050 N.E. 2nd Avenue Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE VATH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE rights ACORD 25 (2014101) The ACORD name and logo are registered marks f ACORD Quote To: FRED GREGSON JR. ABC Supply Co., Inc. #047 7275 NW 7th Ave Miami, FL 33150-3607 Phone #: 305-751-8576 Fax #: 305-751-8579 Customer: MET ROOFING General, Project Information: Date Quoted: 1/22/2016 Job Name: 333 NE 92nd ST Location: MIAMI SHORES Job #: BE -79931-X1 1542 Apex Rd. Sarasota, FL 34240 TEL: 800-827-3702 FAX: 866-934-5059 Proiect Manager: Tom Bermingham E -Mail: tom.bermingham@abcsupr)lv.com Tapered System Description: sees Material: ISO Cricket Material: ISO Tapered Area (sq): 25.36 Cricket Area (sq): 0.39 Slope: 1/4" Cricket Slope: 1/2" Minimum Start: 1.50" Cricket Fill: N/A Maximum Thick: 4.69" Cricket Max. Height: 2.4" Fill Insulation: 2" ISO 0 Base Layer: N/A Overlay: N/A Avg. R -Value: 15.5 Min. R -Value: NIA Notes: Total Sqs. Applied: 40.15 Total Sqs. Material: 52.48 Total ISO Truckloads: 0.25 PERLITE Truckloads: 0.00 Price: 14,196.00 W [Valid if shipped by: 3/23/2015 * Price does not include tax or fuel surcharge (if applicable) IMAGE SHOWN ABOVE REFLECTS ABC'S DESIGN INTENT - ALL SUBMITTALS ARE SUBJECT TO ARCHITECT / CONTRACTOR APPROVALS. IMPORTANT - As a supplier of materials only, ABC Supply does not assume responsibility for errors In design, engineering, quantities or dimensions. Architect and/or contractor shall verify all drain locations, perimeter dimensions, sizes, materials and R -values. Contractor is responsible for verifying this quote to insure that it meets job specifications. All shop drawings must be approved prior to material shipment sees sees .e sees.. .. sees.. sees e 9 .090.0 sees sees.. 0 009000 sees asses• e e 00000. - .- . 0 90- -0 e IMAGE SHOWN ABOVE REFLECTS ABC'S DESIGN INTENT - ALL SUBMITTALS ARE SUBJECT TO ARCHITECT / CONTRACTOR APPROVALS. IMPORTANT - As a supplier of materials only, ABC Supply does not assume responsibility for errors In design, engineering, quantities or dimensions. Architect and/or contractor shall verify all drain locations, perimeter dimensions, sizes, materials and R -values. Contractor is responsible for verifying this quote to insure that it meets job specifications. All shop drawings must be approved prior to material shipment NOTE: NO SLOPE ALL SURFACE AREA IS FLAT 39'-11" FLAT SURFACE AREA = 2. 507 SF • • •• • .•. %: . • • • ••• • • • • NW 54 WET MIAMI, FL 33127 -TEL: (3D5) 757.9504 FAX: (30) 757-0031 - E-MAIL: ma&;r�metrmfirog,com CUSTOMER: MEj FNOFRJG goo :• • 333 NE 92 ST PROJECT ADDRESS: 333 NE 92ND STREET MIAMI SHORES, FL 33138 DRAWN BY: DATE; KEVIN G. AUG -23-2013 COMMENTS: FLAT SURFACE ROOF PLAN I NOTES: - All the dimenslons on this plan are flat. Estimates must be verMad by custmer. MaJDrs Metal Is not respons034e for loss due to unverBMd dimerelons or Quantities. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill In Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as "NA") System Manufacturer:: jy,o i!z 1" Ipaaa kg t NOA No.: a �� u I Design Wind Pressures, From 128 or Calculations: 80 Pmaxi: Pmax2: Pmax3: 123. Max. Design Pressure, From the Specific NOA System: — :acy Fastener Spacing for Anchor/Base Sheet Attachment Field:oc @ Lap, # Rows d @ /" oc Perimeter: c @ Lap, # Rows "-- @ /" oc Corner: oc @ Lap, # Rows "oc Number of Fasteners Per Insulation Board Field: � Perimeter 20 Corner 3(D Deck: Type: Illustrate Components Noted and Gauge/Thickness: Cts '� Details as Applicable: Slope: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet&No. ofPly(s): 0 A Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor/Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: -5 Spacing or Submit Manufacturers Details that �1 Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: :T -A Wtg,�- .) Base Insidatinn Fastener/Bonding Material: fin ew-Q ► [,1- LL AIV" Y FT. ®d�� Top Insulation Layer: T)'*!P� EYr, A W Top Insulation Size Thickness: �r � , e Parapet and Height Top Insulation Fastener/Bonding Material: 0666 4 fit V C �� a� 1"t APIC. i?-iI✓� • • frij Base Sheet(s) & No. of Ply(s): A ... .' ..:MeanBase Sh et Fasteperr//Bonding Material: ••. oof�T mo' ... eight.. .. Ply Sheet(s) & No. of Ply(s): A -cam o ��➢ �,PEeroo._�t •: • • • % • Ply Sheet Faste erg r/Bonding Material: f �vC� j nez F fa I cc" ": :000:0 Top Ply: ��fa 0 Ot .. . . ..0 Top Ply Fasten r/Bonding Material: f -t Li r✓T Surfacing: 4::!Q_AqOOC_E 0000.. 0000.. 0000.. 0000. 0000. .000.0 . .00000 000000 CIVI L Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax. 305823-3300 / 305-884-8834 Website: www.reilehengineering.com January 21, 21015 Report of Design Wind Loads - ASCE 7 Components and Cladding Roof Insulation Mechanically Attached Project: Existing Building 333 Northeast 92 Street Miami Shores, Florida Project Number: 15-0051 Building Information (Provided by Roofer) Comp. Height Slope Exposure Category Wind Uplift Evaluation: <25 feet <10 C Il (Reported) Velocity Pressure, q. = 0.00256 KZ IV(-d)Z = 44.22 psf Suction Pressure. p. Suction Pressure, p = q ((GCp) - (Gcpi)) Use GCpi =:t 0.00 Membrane Not Exposed roh:nad Sonny Salleh, i'.E. Fla. k-eg # 49014 Kz : 0.94 V(att) : 175 mph Importance Factor : 1.0 Reileh Engineering Corporation — Project Number: 15-0051— Page 1 of 3 0000 . . 0000 0000.. 0000.. 0000.. 0000 0000.. 0000 0 00000 000.0•- • ••.•. • • X00000 0000 . 0000.6 00.09. 0 so . . . . 0000•• ,0000. • .. 0000.. .. 0000 Reileh Engineering Corporation — Project Number: 15-0051— Page 1 of 3 Zones ,Suction Pressure. n VR�i ` IN, (Fee `3` _ Cotte 1 Lorre Zon J 44 ,2' -, <25 Feet -44.22 -79.59 -123.80 N/A Fastening Pattern Evaluation Proposed Roofing System: Built -Up Roofing System- NOA 13-0129.21 Page 14 and 15 of 53 Approved Fastening Pattern: Screws at a fastener density of 1:1.3 ft square Maximum Design Pressure: - 60 pounds per square feet Fastener Value: 78.0 lb -f P Fastening Pattern Field Areas (44.22 psf) Fasten the 4 x 4 roof insulation with thirteen (13) screws. Fastener Density = 1:1.3 square feet • 0000 0000.. .. Perimeter Areas (-79.59 psf) =(79.59)(16)/78.0 0.0'0• • ••00 • • =16.32 screws 0.00•• 0000 0000.. ,0000. Fasten the 4 x 4 roof insulation with twenty (20) screws. • • • • • 0000.. Fastener Density = 1:0.8 square feet :**see •• • • ••• Roof Uplift Provided = (20 x 78.0)/16 •' _ - 97.5 psf — O.K. Reileh Engineering Corporation — Project Number: 15-0051— Page 2 of 3 0000.. 0000.. • 0000•• *sees 0000. 0000•• • • 0.0.0• • •••••0 Corner Areas (-123.80 psf) =(123.80)(16)/78.0 = 25.39 screws Fasten the 4 x 4 roof insulation with thirty (30) screws. Fastener Density = 1:0.53 square feet Roof Uplift Provided = (30 x 78.0)/16 -146.25 psf — OX Reileh Engineering Corporation — Project Number: 15-0051— Page 3 of 3 0000 0000 0000.. 0000.. 0000.. . .. 060.04 660666 0000 • .606.9 • 0000 • 0000. • . 0000. 0000.. .9069. 0000.. 0000 6 6.96.9 00 0 . . 9000.. 0 .0090. : 0000.. •00• ; . 909 9 00 0 Reileh Engineering Corporation — Project Number: 15-0051— Page 3 of 3 C I V I L Reileh Engineering Corp. (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175-1174 Tel: 305823-8008 / 305-397-6414 ENGINEER Fax: 305-823-3300 / 305-884-8834 Website: www.reilehengineering.com January 21, 2015 MET Roofing 406 Northwest 54 Street Miami, Florida. 33127 Project: ROOF FIELD WITHDRAWAL RESISTANCE TESTING REPORT Existing Building 333 Northeast 92 Street Miami Shores, Florida Project Number: 15-0051 (Testing Laboratory Certificate # 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Field Withdrawal Resistance Test at the above referenced project. This testing was performed in general accordance with Testing Application Standard (TAS) No. 105-98 Test Procedure for Field Withdrawal Resistance Testing. The test procedures outlined in this TAS provide a means of determining whether a particular mechanical fastener, when used to attach any Roofing Component to a specific substrate, provides sufficient resistance to static uplift force to meet the wind -load requirements of this jeft- for a specific building. • The total of the tested roof surface area was less than 10000 square feet. Tlwafeie, thirteen (13) tests were conducted. The type of fastener used was U1traFast #12 Fasteneq.efts faAezlel awas driven into the roof wood deck with a drill. The mean height of the roof is less'tI25 &et above sego see.., ground surface. assess • The followings are the test results. ...... - • • • • o ..e .. . • . e oe • Deck MeiiFai`are load Simple Standard Minimum`Charactenstil c Number Deviation Resistance Force (lb -f) .. 1 568 62.48 530.22 goose. g . see*:* ...gge ...... . gooses sgso.. o..o.. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation Ad Sonny Salleh, P.E.49014 Manager ROOF FIELD WITHDRAWAL RESISTANCE TESTING REPORT Existing Building 333 Northeast 92 Street Miami Shores, Florida Project Number: 15-0051 (Testing Laboratory Certificate #11-0715.04) 0000 • . . 6006 0008.0 000..8 . 0. .....0 900.90 . . 6 :0080: 000.. 0900 6 6 0000.. 0000 . 0000. . . . 0000. . .6000. 0000 . 0000.6 686.6. . . . 6 . 0 0000 00000. . . .6000. .. 0000 • . . FIELD WITHDRAWAL TEST RESULTS 0000 PROJECT NUMBER: 15-0051 . . 0000 000000 .. DECK NUMBER: 1 ...66. . .. 0000.. • 0000.. TEST # LOAD (LB -F) LOCATIONS 1 644 5776 C 2 524 1936 C 3 525 1849 C 4 609 1681 C 5 616 2304 C 6 503 4225 C 7 487 6561 P 8 600 1024 P 9 500 4624 P 10 609 1681 P 11 500 4624 F 12 602 1156 F 13 665 9409 F 7384 46850 568 Sf = 62.48333111 Min = 530.2211275 0000 . . 0000 000000 .. • ...66. . .. 0000.. • 0000.. • 0000..9 0090 . . . 0 . . 0000 .. 0000 . 0000. ....9. . . ...0. ..09.0 00. 000000 0000.0 9..... 0 so . . . . .0000. 0000.. 9 .6090. . 0 SNOISNMW QNN SNOUV-*)D I AZ ZOA ')(MJ M : � •': � • • • • ••• • • • • ••• 1600-61 • • • • •• •• ••Soo • • • • • • • • • •• • • • •• ••• •• .y® L Z 9 OI y .Ob n ,yz zi e I } 6 4 SCALETECH,CORP CERTIFICATE OF CALIBRATION THIS CERTIFIES ALL WEIGHING DEVICES SERVICED AND CALIBRATED BY SCALETECH,CORP FOR REILEH ENG SERVICE REPORT# 5734 WERE TESTED IN ACCORDANCE WITH NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY HAND BOOK -44 USING TEST WEIGHTS CERTIFIED BY THE STATE OF FL, BUREAU OF WEIGHTS & MEASURE CERTIFIED THIS 2 DAY OF DECEMBER , 2014 ............ . ......... . .. ... .. . .... ..... ... .. . .. ... . .. . . . ... . .. .. ... . .. .. .... . .... . ALEX BRAVO SCALETECH,CORP FL,DEPT OF AGRICULTURE & CONSUMER SERVICE CERTIFICATION # 373 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 84402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Al. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of pro ding that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be re6iled in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to rthe existing roof system.) Z3. Common Roofs: Common roofs are those which have no visible delineation between nei hboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contra or and/or owner should notify the occupants of adjacent units of roofing work to be performed. ,14. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking c n be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining thisa earance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and n6ay cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ferl ed from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge icoverflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. _entllation: Most roof structures should have some ability to vent natural airflow through the int rior of the structural assembly (the building itself). The existing amount of attic ventilation shaUmr�e reduced. It may be beneficial to consider additional venting which can result in extenctng ttte servicut I?C of the roof. •' ' " ' • Exception: Attic spaces, designed by a Florida licensed engineer or registered architect f(f8g hinate the attic venting, venting72shh1t be ired.®/��' eOwnernta Date Contrac is ig tLte Property A dress Permit Number • ••• •• • irOUNTY "-, , MIAMI -DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Johns Manville Corporation 717 17th Street Denver, CO 80202 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 Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Johns Manville Modified Bitumen Roofing Systems over Recover Deck. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 'atid. • ...... following statement: "Miami -Dade County Product Control Approved", unless otherwise tiote'd terein : • RENEWAL of this NOA shall be considered after a renewal application has been filed arlco j4er0 has been ...... no change in the applicable building code negatively affecting the performance of this prodYet.. ease*: TERMINATION of this NOA will occur after the expiration date or if there has been a r%Z60§- mor chane • • • •.. .• •.0 in the materials, use, and/or manufacture of the product or process. Misuse of this NOA asa snJorsement "": of any product, for sales, advertising or any other purposes shall automatically terminate thi& nft. 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,.dnd': 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 and revises NOA No. 12-0203.09 and consists of pages 1 through 53. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 13-0129.21 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 1 of 53 Membrane Type: SBS Deck Type 71: Recover Deck Description: Wood / Steel / Concrete System Type B(2): Base layer of insulation mechanically attached, top layer fully adhered with approved asphalt or adhesive. All General and System limitations apply. One or more layers of any of the following insulations: Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe ENRGY 3 Minimum 1.5" thick 1 with 2 1:1.3 ft2 Note: Base layers of insulation shall be mechanically attached using the fastener density listed. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe DuraBoard Minimum %11 thick N/A N/A Note: Top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20401bs./100 ft2 or with MBR Bonding Adhesive with a notched squeegee at 2 gallonsper. square. Please refer to Roofing Application Standard RAS 117 for insulation attachment. 966666 6••••• Composite insulation boards used as a top layer shall be installed with the polyisocy#p *te faao • . • •, down. 666600 . • • 666666 666600 • Base Sheet: (Optional if ply sheet used) One ply of PermaPly 28, DynaBase, Dya&Vase XTs 9;.:. 6 6666.. ' G1asBase Plus adhered to the insulated substrate in a full mopping of approved' ": • • asphalt applied within the EVT range and at a rate of 20110 lbs./sq mto-M Nmo 6: 6 Bonding Adhesive with a notched squeegee at 1.5 to 2.0 gallons pd? sl12aze. 6 000000 Ply Sheet: (Optional if base sheet used) One or more of DynaBase, DyndBase �T, :000:0 6666.. plies G1asBase Plus PermaPl 28 GlasPl Premier, Glas Ply IV Dynal;astic 1805 ... Y Y Y 6 ""' • 00 DynaLastic 250 S or DynaPly TI adhered to the abase sheet or insulation top *so* layer with approved mopping of asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with MBR Bonding Adhesive with a notched squeegee at 1.5 to 2.0 gallons per square or one ply DynaWeld Base heat welded to a base sheet. NOA No.: 13-0129.21 MIAMPDADECOUPExpiration Date: 07/19/16 • Approval Date: 06/27/13 Page 14 of 53 Membrane: One or more plies of DynaKap T1, DynaKap FR T1, DynaMax FR, DynaGlas, DynaGlas FR, DynaGlas 30 FR, DynaGlas FR XT, DynaLastic 180, DynaLastic 180 FR, DynaLastic 180 S, DynaLastic 250, DynaLastic 250 FR or DynaPly T1 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or with MBR Bonding Adhesive with a notched squeegee at 1.5 to 2.0 gallons per square or one ply DynaWeld Cap FR heat welded. Or (Only with a modified Base or Ply sheet) GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. or with MBR Bonding Adhesive with a notched squeegee at 1.5 to 2.0 gallons per square. Surfacing: (Optional) Install one of the following: 1. Flood coat and gravel/slag with an application rate of 60 lbs./sq. & 400 lbs./sq., respectively. 2. GlasKap or GlasKap CR adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Maximum Design Pressure: -60 psf. (See General Limitation #7). NOA No.: 13-0129.21 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 15 of 53 • • 0000 0000•• • •• 0000•• 000 0•• • • 000000 0 6 • 0000•• 0000 • • • •0000• • • • 0000 • 0000• • • • • 66660 0000•• • • 066.00 0000•• 0 0000•• • • • • 000000 6 0 0000•• • • • • • •6000•00 0 NOA No.: 13-0129.21 Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 15 of 53 RECOVER SYSTEM LIMITATIONS: 1. All System Limitations and General Limitations shall apply. See specific deck type Notice of Acceptance for deck type System Limitations. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered • • Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spaces • • shall utilize the withdrawal resistance value taken from Testing Application Standalds TXV 105,Wd . calculations in compliance with Roofing Application Standard RAS 117. • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requircuWs of these areas. Fastener densities shall be increased for both insulation and base sheet as,m1culat&A3'3:. compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and Wed by a Florida registered Professional Engineer, Registered Architect, or Registered •RQQf Consuhm* % (When this limitation is specifically referred within this NOA, General Limita'tion�#9 will not be applicable.) : • • % • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs : • • • • shall conform to Roofing Application Standard RAS 111 and applicable wind load regWlements. • • :0: 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e! field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-0129.21 MIAMI•DADE 05U-N-T-YN Expiration Date: 07/19/16 Approval Date: 06/27/13 Page 53 of 53 •m, a Miami Shores Village Building Department 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 d® BUILDING Master Permit No. RA" —0�" A57-499 7LIPERMIT APPLICATION Sub Permit No. ILDING ❑ ELECTRIC ❑ ROOFING REVISION EXTENSION ❑RENEWAL ❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: ds 13 A Folio/Parcel#: ®® 3406 0 / 3 eP1' 520 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): %ToAn I-zng Phone#: Tenant/Lessee Name: Phone#: Email: CONTRA Address: Company Name: Phone#: " 7.577-- S d� City: Qualifier Name: State Certification or _Zipi,-33 2 % #: 60_ 0[5 &tO 6—Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Wor or is i : �/ _ P Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ^ ❑ New pair/Replace Description of Work: Specify color of color thru tile: Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ — (Revised02/24/2014) Zip: ❑ Demolition CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip %; Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved a reinspection fee will be charged. ® li Sign OWNER or The foregoin�strument was acknowledged before me this day of�6 , 20 / , by Jl catl who is nPrenn�un to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Si f, Print: Seal. W.. Lin tB�k4*qulteAulttk$ � APPROVED BY (Revisedo2/24/2014) bf ftwe as The foregoing instrume t was acknowle geese me this day of 20 /Lf . by o is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sigr4�;, Print: P4 Seal: ro to IE OF fti�P (� Plans Examiner Structural Review Notary Public State of Florida Lynn S Gammon My Commission EE140952 Expires 0112012016 yaRAnkBtakMt Zoning Clerk Radda, Building ®e tion?, o Utdcalne Zone Uniform Permit Application Form _Section (Low Sloped Roof System� FEW01480ftv Roof Assembly Components 84 'yfy Manufacturer mponent is not used, rdenDfy as "NA' 1 SrVeM Manufactures 1Jd_JA too �' t DeSigr, 'Nina PreSSUTPS. From RAS$ 128 or Calculatiors �i� 1`� -l2A Prnaxt Pr Prn.ax3 Max Design Pressuxe, From the Specific NOA .Si ysterr Fastener Spacing for Anchor/Base Sheet Attachment Fiera #_-` _F GC Oc Lap. # Rows -_ @ 'y " oc F'enr iter uc cLap r1 Rovvs qz' oc Corner roc Od : ap, 4 How-, . c' c,c Number of Fasteners Per Insulation Board _s Fiero I Perimeiera �r. Cornea -- c Deck type- ,� Illustrate Components Rioted and GaugPrinrCkness Details as Applicable: Slope ' - Wocdbiackmg, Gutter, Edge Termination, - - Stripping. Flashing, Continuous Cleat, Cant Anchor Base Sheet & No, of Pjyf,sl Strip. Base Flashing Counter- Flashing, Coping, Etc Anlchor.!'ase Sheet Fasteners"Bonding Matenat La4koje. Mean Roof Height. parapet Height, - — -- Height of Base Flashing. Component Material. rr Material Thickness Fastener Type, Fastener insulation Base Layer j t".? ._ 1 � g a ,4-L7 ' Spacing or Submit Manufacturers Details that _.. '�r Comms y with RAS I I I and Chapter 16 Base Insulation Size and Thrci..ness L":), . : -T7a0i4A_%_1 A -- a°" „- c ;, e m _^ 4 t. 44-'111 Base In%iilniinn Fastaner,Bonding mizenat JATV'k Top insurahon Lar 1__� , Top Insulation Size and I nick rfss Trip Insulation Fastener Bonding Material Base Sheetrs) & No- of Piyls Base Shpet Fast ner Banding Matenai r Ply Sheens) & No of PtyisJ 1 Ply Sheet Fastener Bonding Malertal -0p Ply � _�• ��- �-i�:� i -r -r •• ��C�i� l �°"�-tom. •• ••• •• • • • •• Top Ply Faslen r Bonding lvlatc-rtail ..... .... : . Surfacing,_e��' ,yam • i • •� ••• • i•i i i ••• • ••• • • • • • ••• • • • • ••• • FT.1 i-' `r— Parapet Height FT Mean Root Height CIVI L Reileh Engineering Corp, (Consulting Engineer) .2370 S.W.123 Avenue A&ami, Florida 33175-1174 Tel :305-823-80081305-397-6414 ENUNEE'R a Fax 305-823-33001305-884-8834 'iVelAsite: www.rcgehennineering.com 13, 2015 MET Roofing 406 Northwest 54 Street Miami, Florida 33127 Dear Sirs; Visual Roof Inspection Existing Building 333 Northeast 92 Street Miami Shores, Florida Project Number: 15-0059 (Testing Laboratory Certificate # 11-0715.04) In accordance with your request and authorization, on April 10, 2015, a representative of Reileh Engineering Corporation performed a visual roof inspection for the slope roof (Photo 1 thru 4 of 4) at the above referenced project. This inspection was performed, by means of visual observations and conducting roof field test cut, to examine the fastening of the roof sheathing. At the time of our inspection, the installation of the roofing material had been completed. Therefore, one roof field test cut was made. The followings were noted. 1. The roof sheathing consisted of a layer of 1 x6 wood planks. This roof sheathing was noted to be supported by roof trusses/rafters spaced at approximately 16" o.c. 2. The wood planks were mechanically attached to the rooftrusses/rafters using 2-1/2" 8d nails. (Photo 2' of 4). The nail spacing was noted to be between 3 and 4 inches on center. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. Please review the result reported and if you have any questions or if we may be of further assistance, please do not hesitate to contact theY3Udgrsigned.• • • • •• • • • • ••• • Respectfully submitted; • • • • • i • • i • • • i i • • • Reileh Engiering Corporation • .. ,ad Sonny Sa11e1f,:P.1r.49Qi 4 ; •; • Manager•. • . • • •• • . . .. . .... . . .... •• •.• L I. fes,. � r �/k s1 ar y • Y •i,.. 00as �/k i� METRO DADE COUNTY SURPASSING EX i" E C TAT I O N S FLORIDA CERTIFICATE OF NOA# 13-1113.08 AUTHORIZATION #29976 TESTING APPLICATION STANDARD (TAS)126-95 MOISTURE SURVEY TEST REPORT RESULTS CLIENT INFORMATION Date: April 20'h, 2015 Name: Met Roofing Address: 406 N.W. 54th Street City /State /Zip Code: Miami, Fl. 33127 PROJECT INFORMATION Name: Longman Residence Address: 333 N.E. 92°d Street City /State /Zip Code: Miami Shores, Fl. 33138 Building Area: Lower & Upper Roof Areas TRCI Job No: #15 -092 -MS TESTING A GENC Y INFORMATION Page: 1 of 11 Name: Turnkey Roof Consulting, Inc. Phone: (954) 978-9330 Address: 2280 N.W. 16th Street Fax: (954) 978-9339 City /State /Zip Code: Pompano Beach, FL 33069 Cell: (954) 275-1234 E -Mail: johnktuMkeyroofconsulting.com NIIAMI-DADE COUNTY APPROVED TESTING LABORATORY CERTIFICATE No. # 13-1113.08 APPROVED LABORATORY ENGINEER a9 WILLIAM R. LIPSCOMB, P.E. #43341 VICE PRESIDENT !ENGINEERING FLORIDA BOARD OF PROFESSIONAL ENGINEERS CERTIFICATE OF AUTHORIZATION No. # 29976 .. ... . . . 60 . . .. . . . . . ....... •oo see go* 2280 N.W. 16th Street Pompano Beactr, lorida 33069.Ph.(95 )9•18-9330 Fax (954) 978-9339 johngturnkeyroofconsultin com .... ...... Lower Roof Area Fornkey Roof Mons"Itinrg Inc TAS 126-95 BUILDING SITE PLAN TRCI Job No: #15 -092 -MS Page: 2 of 11 Longman Residence 333 ILE. 92nd Sit ;a -MW_ b iami Steres, FL 33138 Building Site Plan .. ••• . . • • • •• • • • • • . • 00 LjO 2280 N.W. 16'h Street Pompano Beac'4t'Flvrida 33969.Ph. (95j)k18-9330 Fax (954) 978-9339 john a,tumkeyroofconsulting com .... ....... } Furni eM R®®f CGcans Inc TAS 126-95 BUILDING/ROOF SYSTEM INFORMATION TRCI Job No: #15 -092 -MS Page. 3 of 11 DECK: New F] Existing FX] DECK MATERIAL: Steel F-1 LWC Concrete CWF / LOWER ROOF AREA Wood X Tectum Gypsum Other. ROOF COMPONENTS: Modified BUR /1St Assembly Wood Substrate zz .. ... . . . . . • 0000. �.. • .:.•• •0000 0000... • .. 6 . .' .• .00 . . 2280 N.W. 16d' Street Pompano Beadt;Flvnda S3A69.Ph.(95j)'.18-9330 Fax (954) 978-9339 i ohnLq?turnkevroo fconsulting. com .;.. .. 0 006 . • 0 • ..6 . ': 06' 6:6 :0 .. 0t rern�C�y Rom nsc,I1~ing /nc TAS 126-95 FIELD DATA IMPEDANCE READINGS Test Apparatus: Tramex Impedance Moisture Meter Test Date: 4/16/2015 The Impedance Meter emits low frequency Electronic Signals from rubber Tested By: K. Ray / D. Ray Electrodes. The meter registers a relative reading, not % of moisture, which is later calibrated to the Lab Tested Core Samples. TRCI Job No: #15 -092 -MS Page' 4 of 11 Longman Residence 333 h9.E, 92nd Stee3 $.,mqF_ Miami Sttoress FL 33138 9X5!! dd Lower RDFT Area 0 Mare Location Plumbing Stock A B C D E F ••• ... . . . . . .. • . . . . . • • . . • . . ' • . • • • . . 00 0 so 00 2280 N.W. 16th Street Pompano Beadf Florida 33969.Phe(95j)9.18-9330 Fax (954) 978-9339 iohnLaa,turnkeyroofconsultingcom ... . . . . •.. . :.'.00 :: ' • • .... 2V > 20 20 219 10 30 7 30 20 5 20 3''0 5 5 10 5 10 20 5 15 20 10 10 2025 4 20 20100 10 1'0 5 3 30 1iDlD _ 20 15 2 2 2.0 10 10 20 2 1 20 15 15 2125 0 A B C D E F ••• ... . . . . . .. • . . . . . • • . . • . . ' • . • • • . . 00 0 so 00 2280 N.W. 16th Street Pompano Beadf Florida 33969.Phe(95j)9.18-9330 Fax (954) 978-9339 iohnLaa,turnkeyroofconsultingcom ... . . . . •.. . :.'.00 :: ' • • .... 0oYurnl' eg Roof nsu/ting Inc TAS -126-95 GRAPHIC MOISTURE PLOT TRCI Job No: #15 -092 -MS Page: 5 of 11 The Graphic Moisture Plot is based on the percentage of moisture. by weight. It is produced from Calibrated Impedance Reading's and readings of individual roof components with a Tramex Impedance Moisture Meter and Visual Observations. Lower Roof Area Lantra Residence 333 N.F— 92®td StrePA WtMW Shores, FL 33138 Cors Location :Z*+qm- 0 WdWm the 2010 Florida Bidiffing Code M Above Hie 2010 Ro dda Buffang Code •• ••• • • • • • • •• • • • • ••• • •• ••• •• • • • ••• ••• ••• • ••• • •• • • •••• ••• • • 2280 N.W. 16th Street Pompano Beaclf,�lAda 1 -404 -Ph. (95i),6918-9330 Fax (954) 978-9339 johnLa�tu, rnkeyrookonsulting.com 0 see • ...... . .... .... . . ... . <— 24 tt 20 20 20 10 311 T 30 20 5 20 3 6 5 10 5 10 20 5 15 20 10 10 20125 g 4 20 20 100 10 105 3 3()(100L* 20 15 2 2 20 10 10 20 25 1 20 15 15 25 Lantra Residence 333 N.F— 92®td StrePA WtMW Shores, FL 33138 Cors Location :Z*+qm- 0 WdWm the 2010 Florida Bidiffing Code M Above Hie 2010 Ro dda Buffang Code •• ••• • • • • • • •• • • • • ••• • •• ••• •• • • • ••• ••• ••• • ••• • •• • • •••• ••• • • 2280 N.W. 16th Street Pompano Beaclf,�lAda 1 -404 -Ph. (95i),6918-9330 Fax (954) 978-9339 johnLa�tu, rnkeyrookonsulting.com 0 see • ...... . .... .... . . ... . 4/16/2015 Technician: Russ / Beahn / Ray MOISTURE SURVEY TAS -126 LABORATORY GRAVIMETRIC ANALYSIS TRCI # 15 -092 -MS Page: 6 of 11 SAMPLE #GROSS QREADING) DESCRIPTION PAN WT. WET WT. NET WET WT. GROSS DRY WT. NET DRY WT. WATER WT. %MOIST. LONGMAN RESIDENCE • •.. C-2 • • • • • • • io . • • MODIFIED MEMBRANE 8.68 32.18 23.50 32.11 23.43 0.07 0.30 PERLITE 8.52 11.34 2.82 11.28 2.76 0.06 2.17 . • LSO #1 8.76 10.58 1.82 10.51 1.75 0.07 4.00 • • • 009000 ISO #2 8.43 10.25 1.82 10.16 1.73 0.09 5.20 • • • • BUR / 1st Assembly 8.38 13.58 5.20 13.45 5.07 0.13 2.56 • • • • • • • • • • MODIFIED MEMBRANE 8.66 32.70 24.04 32.62 23.96 0.08 0.33 • • PERLITE 8.49 12.57 4.08 12.47 3.98 0.10 2.51 ISO 8.51 12.69 4.18 12.50 3.99 0.19 4.76 • BUR / 1st Amemb 8.50 12.87 4.37 12.75 4.25 0.12 2.82 • ••.• • • • B-3 •. • • •��• • • • MODIFIED MEMBRANE 8.48 31.87 23.39 31.79 23.31 0.08 0.34 • • PERLITE 8.50 12.20 3.70 12.10 3.60 0.10 2.78 ISO #1 8.75 10.88 2.13 10.76 2.01 0.12 5.97 ISO #2 8.49 10.90 2.41 10.75 2.26 0.15 6.64 BUR / 1st Assembly 8.55 13.45 4.90 13.30 4.75 0.15 3.16 DECK: DECK MATERIAL: UPPER ROOF AREA Furnke y Hoof nsulti6ng Inc TAS 126-95 BUMDING/ROOF SYSTEM INFORMATION TRCI Job No: #15 -092 -MS F—X� Page: 7 of 11 New � Existing Steel LWC F—] Concrete X CWF /11 Wood Tectum Gypsum Other: ROOF COMPONENTS: Modified k%N� X6&,XXXXNNI r I M 21 BUR / 1t Assembly Wood Substrate • •• ••• • • • • • i •• ••• • • •.i i i i i • •• • • • • • •• ••• •• • • • •• 2280 N.W. 161' Street Pompano BeaditoFlonda 33969.Ph. (95j)� 8-9330 Fax (954) 978-9339 j ohnLq�turnkeyroofconsulting.com .... ....... • ...... . .... .... . . .... . r TAS 126-95 FIELD DATA IMPEDANCE READINGS Test Apparatus: Tramex Impedance Moisture Meter Test Date: 4/16/2015 The Impedance Meter emits low frequency Electronic Signals from rubber Tested By: K. Ray / D. Ray Electrodes. The meter registers a relative reading, not % of moisture, which is later calibrated to the Lab Tested Core Samples. Upwr Roof Area TRCI Job No: #15 -092 -MS Page. 8 of 11 C" ,,.k' U n, ii it F TxYGrid Cora Limon RE 2-T 11 40 20 25 35 40 10 40 30 40 35 20 9 30 20 30 40 40 a 15 40 20 20 40 7 15 40 535 6 25 20 50 35 5 15 35 10 35 4 15 15 Chbriney 3 6% e0 30 20 2 11 15 15 30 20 1 2D 25 25 25 A B C a E .. ... . . . . . .. .. . . ......... . . . . .. ... .. . . . .. . ... . ... . . 2280 N.W. .. . . .0 . . . . . . to Street P-ampoanoo Beach, Florida 33069 Ph. (954) 978-9330 Fax (954) 978-9339 John LaAginkeyroofconsultin .com ... . . . . ... . . . ..... . ... ... .. . . . .. .. .... . . .... . 4 FI s nke'y Roof Fonsn/any Inc. TAS -126-95 GRAPHIC MOISTURE PLOT TRCI Job No: #15 -092 -MS Page: 9 of 11 The Graphic Moisture Plot is based on the percentage of moisture by weight. It is produced from Calibrated Impedance Reading's and readings of individual roof components with a Tramex Impedance Moisture Meter and Visual Observations. Upper Raaf Area 19 +E-24' 40 20 25 35 BN 40 10 40 30 40 35 20 S 30 20 30 40 40 0 15 40 20 20 40 7 15 40 5 5D35 25 20 50 35 5 15 35 10 35 4 15 i5 3 20 3D 20 14 2 15 15 30 20 1 2�9 25 25 25 A B C 0 E .. ... . . . . . .. Longman Residence 333 [N.E, 92nd Sheet Warm,- - Shores, Fl. 3313$ T X T GT1d Q Wiltnin the 2010 Florida Building Code Above Vie 2810 Florida Budding Code •• • • • • • • • • • 2280 N.W. 14` Street hhi ,-no Beach,?lorida. 33069 Ph. (954) 978-9330 Fax (954) 978-9339 iohn ,tumkeyrookonsultin .com . . . . . . • • . . . .• •• . . . •. .. .... . . .... . 4/JW015 Tlethiciam: itw#Beahndiky• .. TRCI # 15 -092 -MS Page: 10 of 11 VAMPIJE # • • CREADING) • • • • DESCRIPION ...... AN . PWT GROSS WET WT. NET WET WT. GROSS DRY NET DRY WT. WATER WT. %MOIST. ...... . . . . tMR RQ6F*A!IIFAagog ' 4/JW015 Tlethiciam: itw#Beahndiky• MOISTURE SURVEY TAS -126 LABORATORY GRAVIMETRIC ANALYSIS TRCI # 15 -092 -MS Page: 10 of 11 VAMPIJE # • • CREADING) • • • • DESCRIPION ...... AN . PWT GROSS WET WT. NET WET WT. GROSS DRY NET DRY WT. WATER WT. %MOIST. tMR RQ6F*A!IIFAagog ' C4 15 MODIFIED MEMBRANE 8.53 33.27 24.74 33.19 24.66 0.08 0.32 PERLITE 8.40 12.20 3.80 12.12 3.72 0.08 2.15 NO #1 8.59 10.38 1.79 10.29 1.70 0.09 5.29 ISO #2 8.59 11.03 2.44 10.90 2.31 0.13 5.63 BUR / 1st Assemby 8.45 15.03 6.58 14.89 6.44 0.14 2.17 MODIFIED MEMBRANE 8.55 31.05 22.50 30.97 22.42 0.08 0.36 B-6 5 PERLITE 8.50 12.79 4.29 12.69 4.19 0.10 2.39 ISO 8.55 11.37 2.82 11.20 2.65 0.17 6.42 BUR/ 1st Assemby 8.50 14.78 6.28 14.62 6.12 0.16 2.61 D-7 50 MODIFIED MEMBRANE 8.41 31.76 23.35 31.66 23.25 0.10 0.43 PERLYM 8.48 12.87 4.39 12.76 4.28 0.11 2.57 LSO #1 8.58 12.08 3.50 11.86 3.28 0.22 6.71 ISO #2 8.42 10.99 2.57 10.85 2.43 0.14 5.76 BUR / 1st Assemby 8.42 14.69 6.27 14.50 6.08 0.19 3.12 0 �Nlh rnkeyRbuf G0"s4lowng Inc TAS -126-95 MOISTURE SURVEY TRCI Job No: #15 -092 -MS Page: 11 of 11 SCOPE OF WORK • A non-destructive procedure to test for the presence of moisture in roof system assemblies. • Subsequence destructive core sampling and laboratory testing performed to determine moisture content by weight and calibrate the Impedance Readings. • Moisture contents over 5% in the roofing membrane, and over 8% in the insulation are considered not suitable to roof over, per the Florida Building Code, Section 1521.12. • Moisture content over 25% in the lightweight concrete is considered not suitable to roof over per industry standards. • This test has been conducted in accordance with TAS -126-95 of the test protocols for the High Velocity Hurricane Zone of the 2010 Florida Building Code. CONCLUSION LOWER ROOF AREA Moisture content in the roof membranes were under 5% as well as under 8% in the insulation and consider within acceptable levels per The Florida Building Code, Section 1521.2. Higher readings were due to heavier concentrations of material. UPPER ROOF AREA Moisture content in the roof membranes were under 5% as well as under 8% in the insulation and consider within acceptable levels per The Florida Building Code, Section 1521.2. Higher readings were due to heavier concentrations of material. ....... . .. .. . ...... %: . .. ... .. . .... . ••• • ••• . . .... . 2280 N. A -P Street Pampero Beach;•1"lorida 33069 Ph. (954) 978-9330 Fax (954) 978-9339 john aturnkeyroofconsulting.com .... ....... . . ..... . ... . .. . •• . .• . V .. .... .... r k �R <' KIMBALL ELECTROI 8081 W 21 LANE HIALEAH, FL. 33016 Description: ROOD Manufacturer: TRAIV Model Number. RWS Part Number: N/A Range: N/A Serial Number. RWS Customer LD.: N/A Cust. Barcode: N/A Cust, Dept.: N/A Specifications FUNI This is to certify that the above list been calibrated using measureme derived by the ratio type of self -ca A2LA Accredited to ISOAEC-1702 ,certainty used to calculate the 1 y number of factors may cause Certificate of Conformance # KELC-268190 .1 Electronic Laboratory, Inc. Measurement Equipment Specialists Purchase Order # N/A Wty w _.... ��,�.,.�.�•�,..;�.-.,.�';saae,�,._�' r3,.,n., .,.�...-�.�,,..�a.�.�. d..ax�e..z �' 'Y,'„u:€�.�.:iii.,.i.�-��'��,�'`,a..,�.._.c.� 4kb1s.._r�., LABORATORY, INC TURNKEY ROOF CONSULTING, INC 2280 NW 16TH STREET instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless othervWse mated). It has standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or ation techniques. This calibration is in accordance with Kimball Electronic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is ?005 and compliant with MIL -STD -45662A and ANSUNCSL Z540.3-2006. TURS when applicable are greater than or equal to 4:1; with expanded It Uncertainty Ratio, with a coverage factor of K=2 at a confidence level of approximately 950/6, unless otherwise noted. s calibration item to drift out of calibration before the recommended interval has expired. "S,:m,.:•y�3'*w v;'u"��?�xz�,-.v�'�. �,?uw'"c,..."�.:W.�..�.,.�s�iv',u., �`'*,^.N$.�.,_.5..., kr:.�� <:i"ci:. ! THIS UNIT WAS FOUND O BE IN TOLERANCE AT THE TIME OF PERFORMING CHECKS. FUNCTIONAL CHECK ONLY i;. p k Company I.D. Manufacturer Model/PRI Description Serial Number KIM001 FUNCT FUNCTIONAL TEST N/A • •• • • • • • Last Cal. Cal. Due Date 01 -Jan -11 01 -Jan -16 Certified by: Quality Assurance: JULIO a ••• •• • • JAVIER GARCIA • '.� (�-Jy�1-�4 • • • $:'14 :p7:A14 BALCEIRO 02 -Jul -14 8:38:37 AM s report may not be repro4lw ed, except »tdvti, uaiess pern-Lsoiw for the publication of an approved abstract is obtained in writing from KELT Labs., Inc. imball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel 305 ;800;393 1094 Fax 305 362 3125 Web www kelilabs com ::..:�.�?�-�� ii.��.,:,r� POMPANO BEACH FL 33069 b3..vv WALL MOISTURE SCANNER Check Date: 02 -Jul -14 Next Check Date: 02 -Jul -15 Interval: 12 MONTHS Received: IN TOLERANCE Result: PASS 141734 Environmental Conditions: 73 DEG F / 35 % RH Performed By: JULIO GARCIA Procedure: FUNCTIONAL CHECK DNAL CHECK Check Location: IN-HOUSE instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless othervWse mated). It has standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement, or ation techniques. This calibration is in accordance with Kimball Electronic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is ?005 and compliant with MIL -STD -45662A and ANSUNCSL Z540.3-2006. TURS when applicable are greater than or equal to 4:1; with expanded It Uncertainty Ratio, with a coverage factor of K=2 at a confidence level of approximately 950/6, unless otherwise noted. s calibration item to drift out of calibration before the recommended interval has expired. "S,:m,.:•y�3'*w v;'u"��?�xz�,-.v�'�. �,?uw'"c,..."�.:W.�..�.,.�s�iv',u., �`'*,^.N$.�.,_.5..., kr:.�� <:i"ci:. ! THIS UNIT WAS FOUND O BE IN TOLERANCE AT THE TIME OF PERFORMING CHECKS. FUNCTIONAL CHECK ONLY i;. p k Company I.D. Manufacturer Model/PRI Description Serial Number KIM001 FUNCT FUNCTIONAL TEST N/A • •• • • • • • Last Cal. Cal. Due Date 01 -Jan -11 01 -Jan -16 Certified by: Quality Assurance: JULIO a ••• •• • • JAVIER GARCIA • '.� (�-Jy�1-�4 • • • $:'14 :p7:A14 BALCEIRO 02 -Jul -14 8:38:37 AM s report may not be repro4lw ed, except »tdvti, uaiess pern-Lsoiw for the publication of an approved abstract is obtained in writing from KELT Labs., Inc. imball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel 305 ;800;393 1094 Fax 305 362 3125 Web www kelilabs com ::..:�.�?�-�� ii.��.,:,r� Certificate of Calibration #s # KELC-279719 �,imball Electronic Laboratory, Inc. precision Measurement Equipment Specialists {wHNj i" Purchase Order # N/A :- .�_�.,......sem r�Y KIMBALL ELECTRONIC:LABORATORY, INC TURNKEY ROOF CONSULTING, INC 8081 W 21 LANE 2280 NW 16TH STREET HIALEAH, FL. 33016 POMPANO BEACH FL 33069 Description: DIGITA SCALE Manufacturer: AND Cal Date: 24 -Sep -14 Model Number: EJ -4101, Cal. Due Date: 24 -Sep -15 Part Number: EJ -410; Cal. interval: 12 MONTHS Range: 410 G Received: IN TOLERANCE Calibration Result: PASS Serial Number: 5A2814773 Environmental Conditions: 68 DEG F / 40 % RH Customer I.D.: N/A Performed By: RAUL Cust. Barcode: N/A N GONZALEZ Cust. Dept.: N/A Procedure: SYN141 Specifications: +/- 0.02 GRAMS Cal Location: IN-HOUSE'. This is to certify that the above listed nstnament meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has. been calibrated using measurement tandards traceable to the National Institute of standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement or derived by the ratio type of self-calib tion techniques. This calibration is in accordance with Kimball Electronic Laboratory, Inc Quality Assurance Manual. KELrs Quality system Is A7LA-Accredited to IS0/IEC-17025: 005 and compliant with ML -STD -45662A and ANSI/NCSL Z540.3-2006. TORS when applicable are greater than or equal to 4:1; with expanded ?rtainty used to calculate the T Uncertainty Ratio, with a overage factor of K=2 at a confidence level of approximately 85%, unless otherwise noted. j number of factors may cause th calibration item to dd t out of calibration before the recommended interval has expired. THIS UNIT WAS FOUND To BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED Company I.D. Manufacturer Model/PN Description Serial Number Last Cal. Cal. Due Date KIM001 10169 I�SCO ASTM 2 WEIGH SET 08291 25 -Apr -14 30 -Apr -15 • •• • • • • • v Certified by: Quality Assurance: RAUL •' ••• y•• • • JAVIER GONZALEZ •• 2; -Sep -1j• . • .3::33 :M BALCEIRO 24 -Sep -14 3:22:08 PM report may not be reprodele d, except in6* * uniess permi;.iorrfor the publication of an approved abstract is obtained in writing from KELI Labs., Inc. Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 Tel 30 -5792 : Tod P*b: $00-393-1094 Fax 305-362-3125 Web www.kelilabs.com 0 •.• • • • Certificate of Calibration # KELC-279742 Cimball Electronic Laboratory, Inc. 'recision Measurement Equipment Specialists ii THIS UNIT WAS FOUND 1P BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE C. NO ADJUSTMENTS REQUIRED Company I.D. KIM001 1187 Certified by: RAUL GONZALEZ iis report may not be re Tel: F777 Manufacturer Model/PN Description EGA CL23A TEMPERATURE CALIBRATOR 0 00 0 0 0 0 0 Serial Number Last Cal. Cal. Due Date T-276083 20 -Feb -14 28 -Feb -15 Quality Assurance: 0 Goo 0 07i-': 0 0 JAVIER 0 : .-.1 00460 0 0 0 A-S*p-39 0 0 40: 1: 4 6 OPM BALCEIRO 24 -Sep -14 4:16:15 PM 88id, ixceptlohMI, OuR;ss peffrftsidhofor the publication of an approved abstract is obtained in writing from KELT Labs., Inc. Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 )2' :- e.*11*11 P*:ee:*800;.393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.com Purchase Order# N/A ca P M , 0, A, KIMBALL ELECTRONIC LABORATORY, INC TURNKEY ROOF CONSULTING, INC 8081 W 21 LANE 2280 NW 16TH STREET HIALEAH, FL. 33016 Eqyj POMPANO BEACH FL 33069 Description: LABOF ATORY OVEN Manufacturer. THE G IEVE CORPORATION Cal Date: 24 -Sep -14 Model Number: LO -20'C Cal. Due Date: 24 -Sep -15 Part Number: LO -20'C Cal. Interval: 12 MONTHS Range: MAX 2 )0°C (392°F) Received: IN TOLERANCE Calibration Result: PASS Serial Number: 632791 Environmental Conditions: 68 DEG F 1 40 % RH Customer I. D.: N/A Performed By: RAUL Gust. Barcode: N/A GONZALEZ Cust. Dept.: N/A Procedure: SYN1910 Specifications: {VISION Cal Location: IN-HOUSE This is to certify that the above fl instrument meets or exceeds all specifications as stated in the referenced procedure at the points tested (unless otherwise noted). It has been calibrated using measuremme 'standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted intrinsic standards of measurement or derived by the ratio type ofself-tali tion techniques. This calibration is in accordance with Kimball Electronic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is 42LA-Accredited to ISOAEC-17025-- - 005 and compliant with MIL -STD -45662A and ANSI[NCSL Z540.3-2006. TURS when applicable are greater than or equal to 4,1; with expanded certainty used to calculate the I uncertainty Ratio, with a coverage factor of K=2 at a confidence level of approximately 95%, unless otherwise noted. ny number of factors may cause calibration item to drift out of calibration before the recommended interval has expired. THIS UNIT WAS FOUND 1P BE IN TOLERANCE AT THE TIME OF CALIBRATION. PERFORMED ROUTINE C. NO ADJUSTMENTS REQUIRED Company I.D. KIM001 1187 Certified by: RAUL GONZALEZ iis report may not be re Tel: F777 Manufacturer Model/PN Description EGA CL23A TEMPERATURE CALIBRATOR 0 00 0 0 0 0 0 Serial Number Last Cal. Cal. Due Date T-276083 20 -Feb -14 28 -Feb -15 Quality Assurance: 0 Goo 0 07i-': 0 0 JAVIER 0 : .-.1 00460 0 0 0 A-S*p-39 0 0 40: 1: 4 6 OPM BALCEIRO 24 -Sep -14 4:16:15 PM 88id, ixceptlohMI, OuR;ss peffrftsidhofor the publication of an approved abstract is obtained in writing from KELT Labs., Inc. Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016 )2' :- e.*11*11 P*:ee:*800;.393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.com