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RF-15-978Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-235719 Permit Number: RF -4-15-978 Scheduled Inspection Date: June 02, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Owner: GONZALEZ, CLAUDIO Work Classification: Flat Job Address: 1178 NE 98 Street Miami Shores, FL 33138-2508 Project: <NONE> Ia�I 41TaIR 1"1187 'i Parcel Number 1132050180400 Contractor: FLORIDA STANDARD ROOFING Phone: (305)529-5899 Sul comments REMOVE EXISTING FLAT ROOF TO WOOD DECK AND I ..... ------ REPLACE ----.REPLACE WITH NEW GAF SYSTEM. TILE ROOF WILL INSPECTOR COMMENTS False NOT BE DONE. Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-235672. June 01, 2015 For Inspections please call: (305)762-4949 Page 24 of 38 RE: Permit # R F-4-15-978 1 Daniel Crespo (Print name and circle License Type) License #: =1328412 Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: 5/28/15 licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector On or about5/25/15 , I did personally inspect Qgoof deck nailin and (Date & time) .� Secondary water barrier work at 1178 NE 98 Street- Miami Shores, FL 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signa rO State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of � CU -k Cyt Notary Public, Sate of Florida at Large d . j'HAZEL caRouNa LOPEZ 4►A... MY COMMISSION #FF163775 EXPIRES September 28. 2018 (4.07).0 163 FI rlde a 9e .com 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Indu permit # and address # dearly shown marked on the deck for each inspection % Revised on 5/21/2009 Tel: 78&398-9179 Fax 7864100-2627 al roofinsnsotion(tamail.com LAB CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 Roofing Contractor FLORIDA STANDARD ROOFING. Permit # RF415978 Job Address 1178 NE 98 ST MIAMI SHORES, FL. Owner's Name CLAUDIO GONZALEZ Type of Tile FLAT 9" WHITE Date installed Approximate Roof Height 12' feet Roof Pitch 3112 Type of Access to Roof LADDER .Approximate Square Footage of Roof 1.o ft2 Required Testing Force 35 Lbs Date Tested 05/30/15 Number of Tests 15 Testing Equipment F.G.E.1I0 Contact Name DANIEL CRESPO Phone # 7/402-8818 L=TION # OF TEST PASS # OF TEST FAIL Comer 0 Tests 0 Pass Test 0 Fail Perimeter 0 Tests 0 Pass Test 0 Fail Field 15 Tests 15 Pass Test o Fail Ridge 0 Tests 0 Pass Test 0 Fail TOTAL 15 Tests 15 Pass Test o Fail IN ACCORDANa WITH THE CRI EWA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSEDTHE STATIC UPUFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULLACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY, WITH NO DEVIATIONS THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS THIS REPORT Tr IS NOT VAUD FOR WSURANCE CLAMS. JYENUANT. LEYVA P.E. # 674f6 A-1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroofins ction gMail.com LAB CERTIFICATION # 14-1215.04 05/30/15 PERMIT. # RF415978 1178 NE 98 ST MIAMI SHORES, FL. T T T T T T T T T T T T T T 7066 SW 44' Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 Project Address Parcel Number Applicant 1178 NE 98 Street 1132050180400 CLAUDIO GONZALEZ Miami Shores, FL 33138-2508 Block: Lot: Owner Information Address Phone cell CLAUDIO GONZALEZ 1178 NE 98 Street MIAMI SHORES FL 33138-2508 Contractor(s) Phone Cell Phone FLORIDA STANDARD ROOFING (305)529-5899 of Work: Re Roof ional Info: REMOVE EXISTING FLAT ROOF TO WOOD D ,ification: Residential nine: 3 Fees Due Amount Bond Type - Contractors Bond Miami Shores Village 10050 N.E. 2nd Avenue NE '°•' Miami Shores, FL 33138-0000 �'LQRif�' Phone: (305)795-2204 Project Address Parcel Number Applicant 1178 NE 98 Street 1132050180400 CLAUDIO GONZALEZ Miami Shores, FL 33138-2508 Block: Lot: Owner Information Address Phone cell CLAUDIO GONZALEZ 1178 NE 98 Street MIAMI SHORES FL 33138-2508 Contractor(s) Phone Cell Phone FLORIDA STANDARD ROOFING (305)529-5899 of Work: Re Roof ional Info: REMOVE EXISTING FLAT ROOF TO WOOD D ,ification: Residential nine: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $2.40 DBPR Fee $0.00 DBPR Fee $3.75 DCA Fee $3.75 DCA Fee $0.00 Education Surcharge $0.80 Permit Fee $250.00 Scanning Fee $9.00 Technology Fee $3.20 Total: $772.90 Valuation: $ 3,500.00 Total Sq Feet: 270 Pay Date Pay Type Amt Paid Amt Due Invoice # RC -4-15-55315 04/27/2015 Credit Card $ 500.00 $ 272.90 04/27/2015 Check #: 1695 $ 222.90 $ 50.00 04/23/2015 Credit Card $ 50.00 $ 0.00 Bond #: 2691 Available Type: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-,nkned contqctor to do the work stated. 27, 2015 Authorized Signature: Owner / Applicant Building Department Copy April 27, 2015 1 F q f2 � 'I I L,--) BUILDING PERMIT APPLICATION Miami Shores Village n Building Department APR 23 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY. Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 Master Permit No. Rp S Sub Permit No. ❑BUILDING ❑ ELECTRIC Q ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1178 NE 98 Street City: Miami Shores County: Miami Dade Zip: e 3 1 29 Folio/Parcel#:11-3205-018-0400 Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): Claudio Gonzalez Phone#.305-573-6185 AAA-- 1178 ne 98 street City: miami shores Tenant/Lessee Name: IV Email: Claudio@renewab anitllc.vom State: FL Zip: 33138 CONTRACTOR: Company Name: Florida Standard Roofing Phone#: 305-529-5899 Address: 2655 south le jeune road suite 500 City. miami state: FL Zip: 33134 Qualifier Name: Daniel Crespo Phone#: 786-402-8828 State'Certification or Registration #: CCC 1328412 Certificate of Competency #: 6845219 DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 3,500 Square/Linear Footage of Work: 270 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑■ Repair/Replace ❑ Demolition Description of Work: Remove existing flat roof to wood deck and replace With new GAF system. �7TILE ROOF WILL NOT BE DONE Specify color of color thru tile: Submittal Fee - Permit Fee $ !ago • CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee Structural Reviews $ (Revised02/24/2014) Training/Education Fee $ 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 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 notbe approved and a re'nspe ion fee will be charged. r Signature o Signature OWNER or AGENT NTRACTOR t- The foregoing instru ent was acknowledged before me this The foregoing instrument was acknowle/edbeforemethis P� day of I 20 � . by day of 20 � �, . by CN&d �Qr1.i'jd(C:�L, who is personally known toedfliel e""rC'COQ who is personally known to me or who has produced as me or who has produced identification and who did take an oath. identification and who did W-11 1 11 OT PU LIC: p1V No" PubliC StAie of Florida Alicia B;edtnaQ400 My Comm�ton FF 006282 Expires 04/28W17 04 A Sign: Print: (c( IG ( n'1 Seal: Seal: as NOTARY PUBLIC: '�� rA. 13 y Public tole of Florida . Atlt�a Biedma My Commission FF 008252 a►w Expires 04/28/2017 Sign: Print: � 1CIl� l�' *x�x�..*�+�•x�x�...x�+**.a�..*.x�*.x�*x�* ****...x�*x�*x�.*..a****��+��+xx�x�*�***�*+x+�x�*+��•*+x*+�*�a�*mrx��rx��r��x�x�xx�*�****�* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 4/22/2015 Property Search Application - Miami -Dade Courtly Address i Owner Name Folio SEARCH: Sub -Division: MIAMI SHORES SEC 8 REV IN PB 43-69 r Property Address 1178 NE 98 ST Miami Shores , FL 33138-2508 ner CLAUDIO A GONZALEZ `Mailing Address 1178 NE 98 ST MIAMI SHORES, FL 33138-2508 Primary Zone 1100 SGL FAMILY - 2301-2500 SQ primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT ttVJAwAv.miarnidade.gov/propertysearchqndex.htrni;W 1/8 4/22/2015 Property Search Application - Miami -Dade CowYty beds / Baths i Half Floors Living Units Actual Area Living Area Adjusted Area Lot Size Year Built 2/2/0 ttVi www.miamidade.gav/propertysearchfirdex.titml;W W8 41=2015 Property Search Application - Miami -Dade County Featured Online Tools Comparable Sales Glossary Non -Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice View Taxes ASSESSMENT INFORMATION Year 2014 2013 2012 Land Value $291,352 $197,196 $186,536 $234,421 Building Value $119,968 $120,988 $140,361 r Extra Feature Value $202 $204 $249 Market Value $411,522 $318,388 $327,146 $293,594 $289,256 $284,421 2014 2013 2012 $50,000 $50,000 $50,000 $243,594 $239,256 $234,421 $25,000 $25,000 $25,000 $268,594 $264,256 $259,421 $50,000 $50,000 $50,000 $243,594 $239,256 $234,421 httpYAAmw.miarnidade.gov/prop"searchrindex.hbnW 318 I#. Miami Shores Village Building Department CONTRACTORS' REGISTRATION, 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 IF CONT5ACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C.PY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: Florida Standard Roofing BUSINESS ADDRESS: 2655 Lejune road suite 500 BUSINESS PHONE: (305 ) 529-5899 CELL PHONE (786- ) 402-8828 miami STATEfl ZIP33134 FAX NUMBER (305 ) 266-6608 QUALIFIER'S NAME: Daniel Crespo QUALIFIER'S LIC NUMBER: C621-160-83-094-0 GRESPO, DANIEL FLORIDA STANDARD ROOFING INC 1231 MEDINAAVE 1.231 MEDINAAVE CORAL GABLES FL 33134 Congratulations! With this license you become one of the; nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myflorldaliceme.corri. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Departments initiatives, Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can sere your customers, Thank you for doing business in Florida, and congratulations on year new licenser RICK SCOTT, GOVERNOR DEPARTMENT OF BUS CONSTRUCU DETACH HERE r KEN AWSON. SECRETARY rtiIC%MI by n e ocni riot= 1 ;zv i aw I;FO # L1407130001172 1� -4 ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 4/23/2015 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). PRODUCER SUNZ Insurance Solutions, LLC. ID: (Impact) c/o Impact Staff Leasing, Inc. 250 W. Indiantown Rd. Suite 108 Jupiter, FL 33458 NCT CNAME Bridget Grimes PHONE 561-743-0065 a No: ADDRESS: brid et si naturestaffin inc.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: SUNZ Insurance Company 34762 INSURED Impact Staff Leasing Inc. S 1315 W. Indiantown kd.econd Floor INSURER B : Aspen Re - London - Best Rating W INSURER c : Catiin Syndicate - Lloyds -Best Rating "A" INSURER D: Brit Syndicate - Lloyds - Best Rating W Jupiter FL 33458 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 24354624 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCERM ADDL SUBR POLICY NUMBER POLICY EFF M/DD POLICY EXP D LIMITS AUTHORIZED REPRESENTATIVE COMMERCIAL GENERAL LIABILITY Glen J Distefano EACH OCCURRENCE $ CLAIMS -MADE OCCUR DAMAGE TO RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY E]Ca FILOC PRODUCTS - COMP/OP AGG $ $ OTHER AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ Ea accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ NON -OWNED HIRED AUTOSU AUTOS PROPERTY DAMAGE Peraccident $ $ UMBRELLA L" OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB C DED I I RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? (Mandatory In NH) N I A WCPEO0000046 05 8/15/2014 8/15/2015 �/ STATUTEER E.L. EACH ACCIDENT $ 1,000,000 E.L. DISEASE - EA EMPLOYEE $ 1,000,000 It yyeesadescriibe under DES( RIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ 1,000,000 B Workers Compensation This Is for informational purposes C Excess Coverage and nothing shall create any right D under such reinsurance. DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space is required) Coverage provided for all leased employees but not subcontractors of: Florida Standard Roofing Inc Client Effective: 1/10/2012 CERTIFICATE HOLDER CANCELLATION 1028 Shores Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Building THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave Miami Shores FL 33138 AUTHORIZED REPRESENTATIVE Glen J Distefano ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD CERT NO.: 24354624 Elizabeth Knox 4/23/2015 12:02:37 PM (ADT) Page 1 of 1 AC4OR ©r CERTIFICATE OF LIABILITY INSURANCE DI/DD/YYY1f) 4//22/22/2015 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 pollcy(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). PRODUCER The Contractors Choice Agency PO Box 13645 Chandler AZ 85248 CONT Jon Rock PHONE 1800)918-3584I FAX (877)684-9951 E'MAJLAQDRFSS.Jon@nginsuranceonline.com INSURER AFFORDING COVERAGE NAIC # INSURER A. -United Specialty Insurance CO. 12537 INSURED Florida Standard Roofing Inc. 2655 LeJune Rd Suite 500 Miami FL 33134 INSURER B INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBERCL0961704222 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, 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 R TYPE OF INSURANCE ADDLSUBR POLICY NUMBER POLICY EFF pNYYY) POLICY EXP IMMIDONYInn LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR SI11040E09948 /17/2015 /17/2016 DAMAX PREMISES T Ea occ R8 ce $ 50,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 1,000,000 X POLICY PFCT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS BODILY INJURY (Per accident) $ NON -OWNED HIRED AUTOS AUTOS PROPERTY DAMAGE Peraooldent $ UMBRELLA UAB _] OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS UAB CLAIMS -MADE DED I I RETENTION $ WORKERS COMPENSATION WC STATU-OITORYLIMITS TH- AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y / N OFFICER/MEMBER EXCLUDED? N/A E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more apace Is required) Rofing Contractor License #CCC1328412 (305)756-8972 Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 ACORD 25 (2010/05) INSM25 t9n+nn5i m (II_1�[y=141ilIL01 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Rock/JON - " ©1988-2010 ACORD CORPORATION. All rights reserved. Tho Annan name anti Innn aro roniatarotl marfre of Annnn n 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: GAF .NOA No.: 14-0611.01 Design Wind Pressures, From RAS 128 or Calculations: Pmaxi : 42.8 Pmw: 71.7 Pmax3:108.0 Max. Design Pressure, From the Specific NOA System: 52.5 Deck' Type: 1X6 T&G Gauge/Thickness: 5/8 Slope: •25:12 Anchor/Base Sheet & No. of Ply(s): 2- gaf base 80 .Anchor/Base Sheet Fastener/Bonding Material: TIN CAPS AND 1114 INCH RING SHANK NAILS Insulation Base Layer: N/A Base Insulation Size and Thickness: N/A Base Insulation Fastener/Bonding Material: NIA Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A Top Insulation Fastener/Bonding Material: NIA Base Sheet(s) & No. of Ply(.): N/A Base Sheet Fastener/Bonding Material: NAA Ply Sheet(s) & No. of Ply(s): N/A Ply Sheet Fastener/Bonding Material: .Top Ply: GAF 170 FR Top Ply Fastener/Bonding Material: HEAT WELD Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment Field: 6 " oc @ Lap, # Rows 2 @ 9 " oc Perimeter: 6 " oc @ Lap, # Rows 4 @ 6 " oc Comer: 6 " oc @ Lap, # Rows 5 @ 6 " oc Number of Fasteners Per Insulation Board Field: Perimeter Comer Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. 0000•• • • •••.•9 •0000. 9909• • • 0.000 6 • •0.0.9 9 • 0000•• • • 6 W l-) C Parapet loo, 1�j Height FT. can • • • Roof • • • ;eight see* ••• 9• • .. •• • . •9 •. • • .. .. •• 00 •096.0 •• • 0000•• • • •••.•9 •0000. 9909• • • 0.000 6 • •0.0.9 9 • 0000•• • • MIAM4DADE IAMI M-DADE COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) "w.miamidade.aov/economy 1361 Alps Road Wayne, NJ 07470 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:: GAF Ruberoid® Modified Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 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. a"" 0006 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Ftoride, and followed by the expiration date may be displayed in advertising literature. If any portion of the N"A 19 tlisplalectthen it shall be done in its entirety. 0000 .. 00 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactutdr°dr its disiribGtnrs and shall be available for inspection at the job site at the request of the Building Official. ":0 0 .' 6 00 .. 00 06 This NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29....... The submitted documentation was reviewed by Jorge L. Acebo. • 0000.. 00 . 0 .0. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 1 of 29 6066.6 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. .TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix's 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Membrane Adhesive adhesive for modified bitumen roof systems. GAFGLAS® #75 39.37" ASTM D4601 Type Il asphalt impregnated and coated Base Sheet (1 meter) Wide glass mat base sheet. GAFGLAS® #80 Ultima' 39.37" ASTM D4601 Type H asphalt impregnated and coated, Base Sheet (1 meter) Wide fiberglass base sheet. GAFGLAS® F1exPly"° 6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS® Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS® Mineral 39.37' ASTM D3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet (1 meter) Wide surfaced with mineral granules. GAFGLAS® EnergyCap"" 39.37' ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter) Wide surfaced with mineral granules with Sheet factory applied EnergyCoteTm GAFGLAS® Stratavene 39.37' ASTM D4897 Fiberglass base sheet coated on both sides Eliminator's Perforated (1 meter) Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavene 39.37' ASTM D4897 A nailable, fiberglass base sheet coated on Eliminator"` Perforated (1 meter) Wide both sides with asphalt. Surfaced on the Nailable Venting Base bottom side with mineral granules Sheet embedded in asphaltic coating. Ruberoid® SBS 39.37' ASTM D6164 Non -woven polyester mat coated with• • •. Heat -Weld" Smooth (1 meter) Wide polymer -modified aspk!�t dld smooly * * • surfaced. • Ruberoid® SBS 39.37' ASTM D6164 Non -woven polyester 0pj0%t0�0••o•.ated with•, Heat -Weld's Granule (1 meter) Wide polymer -modified asphajVd surfaced . with mineral granules.' • ... • : *..a RoofMatch' 107 sq. ft. q ASTM D6164 Non -woven of ester�t coated with • p Y SBS Modified Granular (9.9 m2) SBS polymer-modified-.sphalt and • • • • : surfaced with colored V granules' Ruberoid® SBS 39.37' ASTM D6164 Non -woven polyesterInat coated 4th fitq Heat -Weld" 170 FR (1 meter) Wide retardant polymer-mo%jfecoasphalt and surfaced with mineral granules. • NOA No.: 14-0611.01 aECou�rrY Expiration Date: 11/06/15 APPROVED I Approval Date: 11/06/14 Page 2 of 29 0000•• e • • 00.00 000.0• 0 • 00•••0 •000•. W - t- Deck Description: 19/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut"` Fire Barrier Coating, VersaShieie Fire -Resistant Roof Deck (optional) Protection or SecurocV Gypsum -Fiber Roof Board. XJWR,�AFGLAS® Stratavene Eliminator Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld` Smooth or Ruberoid® SBS Heat -Weld 25 mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPly"m 6, GAFGLAS® #75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -•45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS F1exPlyT" 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TecT" #12 Fastener, Drill -Tec"` #14 Fastener or Drill -Tec"" XHD Fastener and Drill-Tec"m 3" Steel Plate, Drill - Tee" AccuTrace Flat Plate or Drill -Tec" AccuTrac® Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure -45 psf. See General Limitation #7) j GAFGLAS® F1exPly 6, GAFGLASO #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -52.5 psf. See General Limitation #7) GAFGLAS® #80 Ultima" Base Sheets, Ruberoie20, Ruberoie Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure -60 psf. See General Limitation #7) 000000 s •• •ease• GAFGLAS® #75 Base Sheet or any of above base sheets attacl�vAto• Qeck wit•h•... e • Drill -Tec" #12 Fastener, Drill -Tec"' #14 Fastener or Drill -Te®: %'QW Fastener 000000 and Drill -Tec"' 3" Steel Plate, Drill -Tec"° AccuTrac® Flat Platetxbrill-Tec"' • • AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One rq,*U tq the 2; side• • • lap. The other rows are equally spaced approximately 9" o.c. in'th'eafield ome• • 90:660 sheet. •see•• . • ..... . .. .. .. • ...... (Maximum Design Pressure -60 psf. See General Limitation. V.a • a • • tbecot�rrY Expiration Date: 11/06/15 • Approval Date: 11/06/14 Page 27 of 29 W - ]Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3" inverted Drill-TecT insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'*m #12 Fastener, Drill-TecT #14 Fastener or Drill-Tec'"m XHD Fastener and Drill-Tec"m 3" Steel Plate, Drill -Tec TM AccuTrace Flat Plate or Drill -Tec' -m AccuTrace Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat-Weld7 Smooth or Ruberoid® SBS Heat-Wel(f 25) One or more plies GAFGLAS® Ply 4 or GAFGLAS® F1exPlyT" 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, RoofMatch7 APP Modified Granular, Ruberoid® EnergyCapT" Torch Granule FR, Ruberoid® EnergyCap". Torch Plus FR, or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® SBS Heat-Wehr Plus, Ruberoid® SBS Heat- Weld7 Plus FR, Ruberoid® EnergyCy"- SBS Heat -Weld? Plus FR, Ruberoid® SBS Heat -Weld— Granule, Ruberoid SBS Heat-WelC Smooth and Ruberoid® SB.S Heat-Wele 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 4001bs./sq. and 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap'm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB ipplied at 1 to s • gal./sq. • Maximum Design Pressure: See Fastening Options •••••• •••••• Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 28 of 29 WOOD DECK SYSTEM LLM9TATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® FlexPly ' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDecV Roof Board or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. 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 121bsJsq. 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 spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing terns bi:designs shall conform to Roofing Application Standard RAS 111 and applicable wind load6requkemen44 6 9. The maximum designed pressure limitation listed shall be applicable to all roof psasdwozones (i.e9 field, perimeters, and corners). Neither rational analysis, nor extrapolation shall b�eTmgjtted ftp. 00 enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners ahQldbrners)! 0 0 (When this limitation is specifically referred within this NOA, General Limifa%M17 will hot ; be applicable.) 00 00 00 10. All products listed herein shall have a quality assurance audit in accordance wiihZe Florida ' Building Code and Rule 61G20-3 of the Florida Administrative Code., 6 6666 END OF THIS ACCEPTANCE 00 0.0 8.0 NOA No.: KNAMNMCOUNTY Expiration Date: 11/06/15 • Approval Date: 11/06/14 Page 29 of 29 9999.. 9999.. 9999.. 0 09••. 90690 9069.. 6 699996 .96999 • 2/16/2016 Page Bottom See General Information for Roofing Systems GAF 1 CAMPUS DR PARSIPPANY, NJ 07054 USA TGFU.R1306 - Roofing Systems TGFU.R1306 Roofing Systems Roofing Systems R1306 "Ruberoid@ 20" or "Ruberoid® Dual Smooth" or "Ruberoid® Mop Smooth" or "Ruberoid® Mop Smooth 1.5" may be utilized as an alternate to Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS@ #80 Ultima- Base Sheet" base sheets in any of the following Classifications. 1h -in. thick (minimum) gypsum board or 1/4 -in. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardm Roofboard" or 1/4 -in. thick (minimum) United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) may be used in any existing noncombustible deck Classification. When this Is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard''" Roof -board" are to offset a minimum of 6 -in. with the butt joints In the roof deck. If polystyrene is part of the roof system, it must be placed below the overiayment board. 1/4 -in. thick (minimum) "SECUROCK® Roof Board" (Type FRX-G) and "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck In a system with any UL Classified insulation except polystyrene. Multiple plies of Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply® Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" In hot roofing asphalt. "EnergyGuardm Ultra" is an acceptable alternate to "EnergyGuardTM" In any applicable Classification. "GAFGLAS Stratavent@ Eliminator m Venting Base Sheet (Nailable)" may be mechanically fastened or fully adhered with hot roofing asphalt over noncombustible decks and as a recover over existing roof systems. EnergyGuardm Periite Insulation" may be utilized as a cover board over "EnergyGuardm" in any of the following systems. Unless otherwise Indicated, the roof insulation Is mechanically fastened, fully adhered with hot roofing asphalt or UL Classified urethane Insulation adhesive. Polystyrene referenced In any of the following Classifications include Insulation. Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding LRF Adhesive O) in any applicable Non -Combustible Roof Deck Classifications. "EnergyGuardT Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS@ #80 UltimaTM Base Sheet") is a suitable alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6") In the Class A, B or C roof systems indicated below. I0000 The roof fleck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAFGLAS@ Aratav6t@ Eliminator'"' � � • � � � Venting Elase Sheet (Perforated)" or "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Nailable)." Perl'SAtedbase sheets"be loose •. laid or fully adhered with hot roofing asphalt and nailable base sheets are to be mechanically fastened granule side ow1t. 0696 •••••• As an option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet or &AFGLAS(& .480 Ultimat •..; Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator'm Venting Base Sheet (Nailable)") may be substituted for J?A"4asphaltgiiss%ber ply • sheet ("GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6") as the ensiled base plyir• the 00000 following systems. 000000 a a a 9:4 •' Bottom ply or base sheet may be fully adhered with hot roofing asphalt or mechanically fastened. see** 0..*.: •••••• wi•••••• • • • Unless otherwise Indicated, all insulations may be fully adhered with hot roofing asphalt or mechanically fastentd. • • 0 0 • "GAFGLAS@ Flashing" or "Ruberoid@" may be used for flashing in any of the Class A, B or C systems listed blow. • • •60 0 • When "perlite" is referenced, this includes any UL Classified periite insulation. • • • • • : • i • • •• • Crushed stones or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Gass A, B or C systems listed over C- 15/32 or NC. hfipJ/database.ul.com/cgi-binDMftmplate/LISEXr/1FRAMEtshowpage.html?name=TGFU.R1306&c cnshmMe=Roofing+Systems&objid=1074351933&c fgl... 1/63 2/1612015 TGFU.R1306 - Roofing Systems Roofboard" or "DensDeck@ DuraGuard'" Roofboard" or minimum 1/4 -in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), mechanically fastened with butt joints in the barrier board products staggered a minimum of 6 -in. from plywood deck joints. Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perlite/polyisocyanurate composite or wood fiber/polyisocyanurate composite, any thickness, mechanically fastened or adhered with any UL Classifled insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLASS #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS@ #80 Ultima'"' Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Nailable)", fully adhered with hot roofing asphalt. Ply Sheet (Optional): — Two or more piles Type G1 "GAFGLASS Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply® Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane (Optional): — "Ruberoid@ Mop Granule" or "Intec Flex PRF" or "ROOFMatch'" SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane" or "Ruberoid@ 30" or "Ruberoid@ 30 FR" or "RuberoidS Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Dual Smooth", fully adhered with hot roofing asphalt or "Ruberold@ SBS Heat Weld 170 FR" or "Ruberoide SBS Heat Weld Plus" or "Ruberoid@ SBS Heat Weld Plus FR" or "RuberoidS SBS Heat Weld Granule" or "Ruberoid@ SBS Heat Weld Smooth", torch applied. Surfacing: — Roofing gravel, applied at 400-lbs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate, applied at a rate of 200-lbs./100-ft.2 embedded into "TOPCOAT@ Fireshield MB", applied at a rate of 21h -gal. to 3- gal./100-ft.2. Coating: — "TOPCOAT@ EnergyCote'" Elastomeric Coating", applied at a rate of 1h -gal. to 1-gal./100-ft.2. Class B - Ballasted 1. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Minimum 2-1n. thick polyisocyanurate mechanically fastened with the butt joints In the insulation staggered a minimum of 6 -In. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS@ #80 Ultimal" Base Sheet" or "GAFGLASS Stratavent@ Eliminator'"' Venting Base Sheet (Perforated or Nallable)" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — Two or more piles Type G1 "GAFGLASS Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLASS Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. Membrane (Optional): — "Ruberolde Mop Granule" or "Intec Flex PRF" or "ROOFMatch'" SBS Modified Granular" or "Tri-Plye SBS Modified Bitumen Membrane" or "Ruberoid@ 30" or "Ruberoid@ 30 FR" or "Ruberoid@ Mop Smooth" or "Ruberold@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Dual Smooth" or "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR", fully adhered with hot roofing asphalt or "Ruberoid@ SBS Heat Weld Granule" or "Ruberoid@ SBS Heat Weld Plus" or "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld Smooth", torch applied. Surfacing: — Roofing gravel, applied at a rate of 400-lbs./100-ft.2 embedded into a flood coat of hot roofing asphalt or No. 10 White Aggregate, applied at a rate of 200-lbs./100-ft.2 embedded Into "TOPCOAT@ Fireshield MB", applied at a rate of 21h -gal. to 3- gal./100-ft.2. Coating: — "TOPCOAT@ EnergyCote'" Bastomeric Coating", applied at a rate of 1h -gal. to 1-gal./100-ft.2. fi af�.J.. 1. Deleted. 2. Deck: NC Incline: 1/2 Base Sheet (Optional): — One or more piles Type G1 "GAFGLASS Ply 4" or "Tri -Ply@ Ply 4" or "GAFGLAS@ Flex Ply 6" or "Tri -Ply@ Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLASS #80 Ultima^" Base Sheet" or "GAFGLASS Stratavent@ Eliminator'" Venting Base Sheet (Perforated or Nailable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered with hat roofing asphalt. Membrane: — One or more plies "Ruberoid@ Torch" membranes (Smooth or Granule), or "Ruberoid@ Mop" membranes (Smooth or Granule), fully adhered with hot roofing asphalt. Coating: — "Karnak No. 97", applied at a rate of 11h -gal. to 3-qal./100-ft.2 3. Deck: NC Incline: 1/4 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuard'" Roofboard", minimum 1/4 -in. thick, or United States Gypsum Co. "SECUROCKCr •fief• Board" (Type FRX-G) or. "SECUROCKS Glass -Mat Roof Board" (Type SGMRX), minimum 'A -in. thick. . . •. • • • • • • • • Insulation (Optional): — One or more layers perilte or wood fiber or glass fiber, any thickness. • • • • Base Sheet (Optional): — One or more plies Type GI "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4" or "GAFGtXS@•Flex Ply 6; t?*Fri-Ply@ • • Ultra -Flexible Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFG "(JV 0 Ultir%gvsBase 000000 Sheet" or "GAFGLAS@ Stratavent@ Eliminator'" Venting Base Sheet (Perforated or Nallable)" or Type G3SGAF.GLASS Mineral • Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet", mechanically fastened or fully adhered I%tgt roofin%tsphiit. • • • • o Membrane: — One or more plies "Ruberoid@ Torch" membranes (Smooth or Granule), torch applied os Ruewid@ Mop Granule" or "Intec Flex PRF" or "ROOFMatchT" SBS Modified Granular" or "Tri -Ply@ SBS Modified Bitumen Membrane•!1101y adherd'd whit hot • • • • • roofing asphalt. 000809 • • 08000 Coating: — "Karnak No. 97", applied at a rate of 11h -gal. to 3-gal./100-ft.2. 606960 • • • • •; • •. • • • 4. Deck: C-15/32 Incline: 1/2 • • • • • • • • •••••• Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDecke RoofboardP or "D nsDeclo@ Prime • • Roofboard" or "DensDeck@ DuraGuardlm Roofboard", minimum 1/4 -in. thick, or United States Gypsum K*. -r Et�ROCK@.RwJ Hoard" ; • • • •; (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum 1/4 -in. thick. • • • Insulation: — One or more layers periite or glass fiber or polylsocyanurate or urethane or perlite/polylsocyanurate composite or perlite/urethane composite or phenolic, 1lh-in. minimum thickness (butt joints staggered a minimum of 6 -in. form plywood deck butt joints). Base Sheet:— One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLASS #80 Ultima" Base Sheet" or "GAFGLAS@ Stratavent@ EllminatorTM Venting Base Sheet (Perforated or Nailable)" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ Mineral Surfaced Cap Sheet" mechanically fastened or fully adhered with hot roofing asphalt. httpJ/database.ul.comhgi-b[nXW/template/USEXT/I FRAMEtshampage.html?name=TGFU.RI306&ccnshortHS=Roofing+Systerns&objid=1074351933&cf... 1263 Ir - 7/16/2015 TGFU.R1306 - Roofing Systems t_ adhered with hot roofing asphalt. Base Sheet: — One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply® #75 Base Sheet" or "GAFGLAS@ #80 UItImaTM Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator*" Venting Base Sheet (Perforated or Nailable)", mechanically fastened or fully adhered with hot roofing asphalt. Ply Sheet: — One or more plies "Ruberoid@ 20" or "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberold@ Mop Smooth Plus" or "Ruberoid® Dual Smooth", fully adhered with hot moflng asphalt. Membrane: — -Ruberold@ SBS Heat Weld Pius FR" or "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberoid@ EnergyCapT" SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld Plus" or "Ruberoid@ SBS Heat Weld Granule", torch applied. 56. Deck. C-15/32 Incline: 1/2 Base Sheet: — Two or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or Base Sheet" or "GAFGLAS@ Stratavent@ Eliminator*" Ventin Base Sheet Nailable "� mechanically fastened. Membrane: — "Ruberoid@ SBS Heat Weld Plus FR" or or "Ruberoid@ EnergyCapT" SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld Plus" or "Ruberoid@ SBS Heat Weld Granule", torch applied. 57. Deck: NC Incline: 1/2 Base Sheet: — "Ruberoid@ Mop Smooth" or "Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or "Ruberoid@ Dual Smooth", fully adhered with hot roofing asphalt or "Ruberoid@ SBS Heat Weld Smooth", torch applied Membrane: — "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberold@ EnergyCapT" SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld Granule" or "Ruberoid@ SBS Heat Weld Pius", torch applied. 58. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, uniform thickness of tapered minimum 11h -in., mechanically fastened or adhered with "LRF Adhesive M" or OMG Inc. "Olybond Fastening System", applied as a nominal 3/4 -in. bead or "GAF 2 -Part Roofing Adhesive applied as a nominal 21/2 -in. bead with a maximum on -center spacing of 12 -in. or any UL Classified insulation adhesive, applied per the manufacturer's Installation Instructions. Barrier Board: — Minimum T/4 -in. thick Georgia-Pacific Gypsum LLC "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 1/4 -In. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G), mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". Base Sheet (Optional): — One ply "LlbertyT" SBS Self -Adhering Base/Ply Sheet" or "Ruberold@ SA Base/Ply Sheet", self -adhered. Ply Sheet: - One ply "Ruberoid@ SBS Heat Weld 25", torch applied. Membrane: — "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberold@ EnergyCapl SBS Heat Weld Plus FR" or "Ruberoid® SBS Heat Weld Granule" or "Ruberoid@ SBS Heat Weld Plus", torch applied. 59. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Polylsocyanurate, uniform thickness of tapered minimum iTh-in., mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". Barrier Board: — Minimum 1/4 -In. thick GP Gypsum Corp. "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuardT" Roofboard" or minimum 'A -in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G), with all butt joints in the barrier board staggered a minimum of 6 -in. from plywood deck butt joints, mechanically fastened or adhered with OMG Inc. "Olybond Fastening System". Base Sheet (Optional): — One ply "LibertyT" SBS Self -Adhering Base/Ply Sheet" or "Ruberoid@ SA Base/Ply Sheet", self -adhered. Ply Sheet: — One ply "Ruberold@ SBS Heat Weld 25", torch applied. Membrane: — "Ruberoid@ SBS Heat Weld Pius FR" or "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberold@ EnergyCapT" SBS Heat Weld Plus FR" or "Ruberoid@ SBS Heat Weld Granule" or "Ruberoid@ SBS Heat Weld Plus", torch applied. 60. Deck: C-15/32 Incline: 1/2 Barrier Board: — Minimum TA -in. thick GP Gypsum Corp. "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck@ DuraGuarcP Roofboard" or minimum y4 -in. thick United States Gypsum Co. "SECUROCK@ Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), with all butt joints in the barrier board staggered a minimum of 6 -in. from plywood deck butt Joints, mechanically fastened. Base Sheet: — One ply "GAFGLAS@ #75 Base" or "Tri -Ply@ #75 Base Sheet" or "GAFGLAS@ #80 UltImaTM Base Sheet or "GAFGLAS@ Stratavent@ EilminatorT" Venting Base Sheet (Perforated or Nailable)", mechanically fastened or fully adhered with hot roofing asphalt. Membrane: — "Ruberoid@ Torch FR", torch applied. • • • •. • o •••• ••rrr• 61. Deck: NC Incline: 1/2 • • • • i 0000 r • • • Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard"•o rj Deck@ Prirg're • foes • • • • Roofboard" or "DensDeck@ DuraGuardT Roofboard", minimum T/4 -in. thick, or United States Gypsum Co. �ECIJROCK@ Roof Board" • 06600 (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum T/4 -in. thick. 0000 • • • • • Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or perii*Wpolyisocyanu•ate *0646 composite or wood fiber/polyisocyanurate composite, any thickness, mechanically fastened or adhered wWy;WVsAdhesIv%M" or ••;••• Irtc. "Olybond Fastening System", applied as a nominal 3/4 -in. bead or "GAF 2 -Part Roofing Adhesive", applied as+a nominal A1/241n. bead with a maximum on -center spacing of 12 -in. or any UL Classified Insulation adhesive, applied per tRdt ma(lufacturer'S }hsWation • •• • • • instructions. *00000 • • • Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet"or "Tri -Ply@ #75 Base Sheet" or "GAFGCAS(O & Ultirga- Rise • • • • e • Sheet" or "GAFGLAS@ Stratavent@ Eliminator*" Venting Base Sheet (Nailable)", fully adhered with hot goofing asphalt!••••• Ply Sheet (Optional): — Three or more plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply@ Ply 4", or "GAFGLASO flex Ply 6" or,"Tri- �. • • • e Ply@ Ultra -Flexible Ply 6", fully adhered with hot roofing asphalt. • • • • e • • • • Membrane: — "Ruberold@ Mop Granule" or "Intec Flex PRF" or "ROOFMatchT SBS Modified Granular" or "Tri -Ply@ SA4 diftd Bitumen Membrane" or "Ruberoid@ 30" or "Ruberoid@ 30 FR" or "Ruberoid@ Mop Smooth" or "Ruberold@ Mop Smooth 1.5" or "Ruberoidq Mop Smooth Plus" or "Ruberoid@ Mop 170 FR" or "Ruberoid@ Dual FR" or "Ruberoid@ Dual Smooth", fully adhered with hot roofing asphalt or "Ruberoid@ SBS Heat Weld 170 FR" or "Ruberoid@ SBS Heat Weld Plus" or "Ruberoid@ SBS Heat Weld Plus FR" or "Ruberold@ SBS Heat Weld Granule" or "Ruberoid@ SBS Heat Weld Smooth", torch applied. Coating: — "TOPCOAT@ EnergyCoteT" Elastomeric Coating", applied at a rate of yx-gal. to 1-gal./100-ft.2. httpJldatabase.ul.com/cgi-binXWltemplate/USDCr/1 FRAMFJslmwpage.hhnl?nme=TGFU.R1306&ccnshorMe=Roofirig+Systems&objid=1074351933&cf .. 21/53 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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 contra The owner's initial in the adjacent box indicates that the item has been explained. �.11. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of pro%Q9ng 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be rens ed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system.) /W 3. Common Roofs: Common roofs are those which have no visible delineation between nei64bering units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking ca iewed 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 this rance. /NW5. Ponding Water: The current roof system and/or deck of the building may not drain well and m se 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 a iginal roofing system is removed. Ponding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not over ova from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accprda,Qice with the requirements of Sections R4402, R4403 and R4413. (�w 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the int&m of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. 0000 6 0000 Exception: Attic spaces, designed by a Florida licensed engineer or registered architect %I ipate tiZe•66ic venting, ventinashallot equired. •.66.66 04,23/15s•Owner's/AgenDate Co ractor's SigpAW5 '0.600 066666 6 1178 ne 98 street Property Address Permit Number 6 • 6. 6 6 666 66 0 0000.. 0006.. 6 6 6666.6 66666 ..666 0 666666 6 606000 066000 0 6 0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234585 Permit Number: RF -4-15-883 Scheduled Inspection Date: June 01, 2015 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: CRAPP, TONY AND BEATRICE Work Classification: Flat Job Address: 9304 N MIAMI Avenue Miami Shores, FL Phone Number Parcel Number 1131010340170 Project: <NONE> Contractor: L CORTES CONSTRUCTION SERVICE LLC Phone: (305)454-3894 aunaing luepanment comments TEAR OFF EXISTING ROOF DOWN TO A WORKABLE SURFACE INSTALL FIBERGLASS INSTALL MINERAL CAPSHEET INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-234496. CREATED AS REINSPECTION FOR INSP-232536. Missing uplift test Failed - � Correction Needed ❑ e�� '�,� Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. May 29, 2015 For Inspections please call: (305)762-4949 Page 14 of 27 RE: Permit# W&Wd s&WAf/Alfe V4 MA e4 10050 NE 2"d Ave Miami Shores, FI 33138 Phone 305.795.2204; Fax 305-756.8972 www.miamishoresvillage.com DATE: INSPECTION AFFIDAVIT I K)CO C,4 O A:�"� , licensed as a (n) Contractor / Engineer F Architect, (Print name and circle License Type) FS 468 Building Inspector License #: On or about 5I � 115 C& I did personally inspect the roof deck nailingand/or nd/or (Date & time) [ 1 secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F -S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for,the above property mentioned. Sworn to and subscribed before me this ' day of Notary Public, Sate of Florida at *General, Building, Residential, or Roofln — ` ` er 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection FLORIDA TEC PROVIDING SOLUTIONS TO THE ROOFING INDUSTRY CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO-DADE COUNTY PROTOCOL TAS -106 PROPERTYADDRESs• 9304 N Miami Ave., Miami Shore OWNER: Tony CraPp, CONTRACTOR: L Cortes Construction TILE TYPE: Double Roll ATTACHMENT.• Polyfoam Testina Eauinment- Digital Chatillnn DFIS 2nO Tact Tahidafinn Lab Report No. 124377 C.A. # 30448 Lab Certificate # 13-0507.02 PERMHTNo: RF -4-15-883 ROOFING SQUARES. • 1 ROOF PITCH.• 4:12 INSPECTOR INITIALS• JC TEsTDATE: May 20, 2015 Renuired Testinn Farm- 35 Ihs THIS ROOF HAS: PASSED ® FAILED ❑ THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI-DADE COUNTY TAS 106. 68' S' e,rely, Alberto Cardona, E. Lie. No. 17138 -5--ae, _/Zo- A 10735 5W 21e St. Unit 416 Miami FL 33170 Page 1 of 1 www.FloridaTEC.net Tel: 305-256-4550 Fax: 305-256-6833 II Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 `.4 Phone: (305)795-2204 Project Address Parcel Number Applicant 9304 N MIAMI Avenue 1131010340170 TONY AND BEATRICE CRAPP Miami Shores, FL Block: Lot: Is',*iI - TONY AND BEATRICE CRAPP 9304 N MIAMI Avenue MIAMI SHORES FL 33150-2244 Contractor(s) Phone Cell Phone L CORTES CONSTRUCTION SERVICE (305)454-3894 of Work: Re Roof itional Info: TEAR OFF EXISTING ROOF DOWN TO A WO afcation: Residential nning: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $4.80 DBPR Fee $4.13 DCA Fee $4.13 Education Surcharge $1.60 Permit Fee - New Roof $275.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $805.06 Cell Valuation: $ 8,000.00 Total Sq Feet: 1116 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -4-15-65206 04/15/2015 Credit Card $ 50.00 $ 755.06 04/24/2015 Check #: 1837 $ 755.06 $ 0.00 Bond #: 2687 A allahin Inanarfinna- Inspection Type: Tin Cap Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zgning., Fythermore, I authorize the above-named contractor to do the work stated. April 24, 2015 / Applicant / Contractor / Agent Building Departlment Copy April 24, 2015 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: -(305) 795-2204-Far:,(305) 75"972 INSPECTION LINE PHONE NUMBER: (305) 76Z4kW ®BUILDING ® ELECTRIC IN ROOFING APR 16 2015 FBC 20 tL-D Master Permit No. 1 S7— Sy S Sub Permit No. ® REVISION ® EXTENSION ®RENEWAL PLUMBING M MECHANICAL PUBLIC WORKS [-] CHANGE OF [:] CANCELLATION []SHOP CONTRACTOR DRAWINGS JOB-ADDREW. 9304 N MIAMI AVE Cti, Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3101-034-0170 is the Building -Historically Designated: Yes - NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): TONY E CRAPP Phone#: Address: 9304 N MIAM AVE Cid MIAMI SHORES Statei FLdip; 33150 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: L. Lbrfi�S (_bI�YUC-�i 0n aeyv (��Fhone#: Address: / b % I )u) uJc - City: _%f! Qualifier Name: Zip: 33,016 Phone#: go5J q5 q_ �2 State Certification or Registration M 33(1') q (e Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: City: State: Zip: Square/Linear Footage of Work: Type -of -Work: 1 Addition -E. Afteration- Q New -® Repafr/Replace- -Q Demolition - Description of Work: TEAR OFF EXISTING ROOF DOWN TO A WORKABLE SURFACE, INSTALL FIBERGLASS INSTALL MINERAL CAPSHEET Spec* color of color thru tile: Submittal Fee $�� Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO/CC $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ 900, 010 TOTAL FEE NOW DUE $ 2,155 0 IR zn4no1al 1,5, 5 D(0 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address Zip 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 cued copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature IQ IV OWNER or AGENT The fore ing instrument was acknowledged before me this day ofri 20 /5 by �1W �iYGoO who is personally known to me or who has produced T. L as identification and who did take an oath. NOTARY PUBLIC: The fore oing instrument was acknowledged before me this d of 1 .20 J�S— by who is personal) known to ffA�uMCUILS e or who has pr uced as identification and who did take an oath. NOTARY PUBLIC: Print: Print: Seal: :,;�, ll f Cama. Dori a Aprl Seat: Commission I EE 185833 APPROVED BY �� t �' Plans Examiner Structural Review (Revised02/24/2014) Amy Public • State of Florida My Comm. Expires Aug 16.20t Commission #r FF 142787, Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO MALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: �0f1 y C YG p P Property Address: 4WL4 N MiCAM. j4 ve Roofing Permit Number Dear Building Official: •••• •••••• I -"om, 0,/age certify that I am not required to retrofit the ro0f4;;8ll,connedens of my... •:. .,..•• building because: •.... • :... �. . Vhe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. 6ase ;4M proof CC. • .... .. . ...... valorem taxation. • • • •. • • • • ❑ The building was constructed in compliance With the provisions of the Florida Building Codd (FEC) or wMaL 4ProvisbW•• of 1994 edition of the South Florida Building Code (1994 SFBC) • • •' : • • • ; • • • • Signature State of Florida County of Dade The undersigned, being the first duly swum, deposes Sworn to and subscribed before me this Notary Public, Sate of Florida at Large -10-riv CQ212 Print Name says that helshe is the owner for the above property mentioned. - sun of FWW If When tits just valuation of the s6ucture far purpose of ad valorem taxation id"** alb or more than $30QOWM, and the building was not constructed vAth FBC nor a 1994 -w SFBC. Then you must provide a budding application tram a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised an 5/2112009 Property Search Application - Miami -Dade County Page 1 of 1 1 FM OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-034-0170 Property Address: 9304 N MIAMI AVE Owner TONY E CRAPP &W BEATRICE H Mailing Address 9304 N MIAMI AVE MIAMI SHORES, FL 33150-2244 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/2/0 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 2,715 Sq.Ft Lot Size 14,040 Sq.Ft Year Built 1951 Assessment Information Year 2014 2013 2012 Land Value $179,628 $120,444 $86,120 Building Value $176,473 $176,789 $177,877 XF Value $1,668 $1,670 $2,101 $298,903 $266,098 Market Value $357,769 Assessed Value $137,183 $135,156 $132,897 Benefits Information County Exemption Value Benefit Type 2014 2013 2012 Save Our Homes Assessment Exemption Value $25,000 Cap Reduction $220,586 $163,747 $133,201 Homestead Exemption $25,000 $25,000 $25,000 Second Taxable Value $87,183 Homestead Exemption $25,000 $25,000 $25,000 ... ...................... -._....... -...... .............. ...... ---.............. ....................... . -..... .............................................. _... Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). $50,000 $50,000 Generated On: 4/15/2015 Taxable Value Information 2014 2013 2012 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $87,1831 $85,1561 $82,897 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $112,1831 $110,1561 $107,897 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $87,183 $85,156 $82,897 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $87,183 $85,156 $82,897 Sales Information Previous OR Book- Price Qualification Description Sale Page 03/01/1990 $98,000 14513-0103 2008 and prior year sales; Qua[ by exam of deed 00000- 2008 and prior year sales; Qual by 06/01/1974 $67,500 00000 exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 4/15/2015 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High -Velocity Hurricane Zone Uniform Permit Application Form. Sectio�C (Low Slope Apt�lication) Surfacing: NIA Fill in specific roof assembly components and Identify manufacturer (If a component is not used, Identify as "NA") System Manufacturer: a (kil n--7�ej Product Approval No.:(.)R— V'TrQ o 0`7 Design Wind Pressures, From RAS 128 or Calculations: Pmaxl:Llq- Pmax2:—'&O, (e Pmax3:rj' 3 Max. Design Pressure, from thep�ecifl Product Approval system: O Deck: Type:_ iyDQA Gauge/Thickness: Slope: A Anchor/Base Sheet & No. of Ply(s): Fastener Spacing for Anchor/Base Sheet Attachment: Field: � " oc ® Lap, # Rows Z— @ ?" oc Perimeter: " oc @ Lap, # Rows ', @" oc Corner: " oc @ Lap, # Rows -�E ® " oc Number of nFasteners Per Insulation Board: Field M' Perimeter /T Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Anchor/Base Sheet Fastener/Bonding Material: y • . 0000 • 0000 0 Iy �� • • • 800096 �, .• . 0000•• 0000 •.• •• • % 1� Insulation Base Layer: N �j 0000 000000 0 0 • 0000 •• • ••••0• • • Base Insulation Size and Thickness: • • • Py • 0000 ..• Base Insulation Fastener/Bonding Material: '1 /) 000• • 0• • . . • • • • 0 0000 — Par+epei • N /7 • • •. . • 0.00•• Heihi• Top Insulation Layer: • . • • 0000 0 • • . . • •000.0 Top Insulation Size and Thickness: • • • • 000 • • log • Top Insulation Fastener/Bonding Material:,1 ,�� (1i 1�1 Mean i I �+ Base Sheet(s) & No. of Ply(s): (D ell G IG S ! Roof I Height i Base Shee) F tener Bonding Material: Ply Sheet(s) & No. of Ply(s):("s C ti ! 06 ) �ikij -t '- ev- Pleat Fasts or/Bon ing+� Mate„ria1� Top Ply: (1 QI 4 AI 1,7161In _`a U. i r rG/ 44?ee-j a s . e V 1.: i>r./ Lr I r FLORIDA BUILDING CODE — BUILDING 15.33 Fhtglas Mineral Surface cap Sheet 9" strip hot moped Wood �eck TIG, 518 Ply Glass ase Base Sheet 2 Flintglas Premium Ply Sheet YxY 26 Ga. Galy. Drip edge P aPet XVan Hec k N/A fF. Mean Roof Height ILFT. ed sees . . sees sees.. .. sees sees.. sees sees.. sees.. sees .. ses. . 0 sees.. .. . seees. e . e e s ss es s ss sees.* sse.0• e e . . . . .0.000. sees.. s . .0000. .. sees see* e TGF U.&I 1656 - Roofing Systems TGFUA11656 Roofing Systems Roofing Systems See General Information for Roofino Systems CERTALYrEED CORP ROOFING PRODUCTS GROUP 14M UNION- MEETING, RD PO BOX 1100 BLUE BELL, PA 19422 USA 811656 Page 1 of 3 "1/2 -in. thick (minimum) gypsum board or 1/4-1n. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeek@ Prime Roofboard" or "DensDeck® DuraCuardTM-Roofboard"-or 1/4 -in. thick (minimum)�United States Gypsum -Co: SECUROCKO-Roof-Board" (Type fRX-G) or "S€CUROCK0 Glass -Mat Roof Hoard" (Type SGMRXj may be used in any existing noncambustibie deck Classification. When this Is done, the resulting roofing system Is acceptable for use over combustible (15/32 -In. thick minimum) roof decks. However, the butt jok is in the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuardTM Roofboard" are -to offset a -minimum -of -6-1n: with -the- butt joints In -the -roof deck: If polystyrene- Is part of fire roof system; it must be -placed below - the overlayment board. 1/4 -In. thick (minimum) "SECUROCK® Roof Board" (Type FRX-G) and "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible deck in a system with any UL Classified insulation except polystyrene." Any UL Classified insulation may be used underneath "1/2 -In. thick (minimum) gypsum board or 1/4 -In. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard" or "DensDeck® Prime Roofboard" or "DensDeck® DuraGuard— Roofboard" or 1/4 -in. thick (minimum) United States Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) or "SECUROCK® Glass -Mat Roof Board" (Type SGMRX) In any existing noncombustible deck Classification. Mineral -Wool -Felt, is a suitable alternate for perforatedType 15 asphalt organic felt in the Class A, Bar C"roof constructions indicated -below. Type GI Fllntgias Ply Sheet or Flintglas Premium Ply Sheet are suitable alternates for Type 15 organic felt; Type G2 Glasbase Base Sheet is a suitable alternate for Type 15 and Type 30 base sheets; Type G3 Flintglas Mineral Surface Cap Sheet Is a suitable alternate for Type 30 Cap Sheets. Flex-I-Glas, Premium Flex-I-Glas or Flindastic Base 20 Sheet is a suitable alternate for the G2 glass base and the Type 15 AII- Weather/Empire base sheet. • Unless otherwise indicated, base sheets are mechanically fastened or spot mopped in place; ply and cap sheets are hof moppedir• platy. 900000 ••• 0000 Black Diamond base sheet is limited to noncombustible decks and combustible decks requiring Insulation. 6 00 •••••• 0••• •000.6 Two plies Type 61 may be utilized in place of one ply Type G2. • • • ; 6 6 6 Flintlastic Ultra Glass SA Is a suitable alternate for Type G2 Glasbase Base Sheet. •• • • • :6666: *09000 • . 0 0000 "Black Diamond Base Sheet" Is a suitable alternate for Type G2 Glass Base Sheet. • •• 00 600• 6 •••6•• •• • 0000• "Flintlastic SA NallBase" or "Fllntlas�tic SA PlyBase" are suitable alternates for Type G2 base sheets In Roofing Svv er6i76k(' m) ti;at 11goecover applications to self -adhering ply/base sheets or membranes.• :: 6: • . • • • • 6 • 6 • • • EPS Insulation followed by 1/2 In. cover board may be utilized in any of the following, systems. • • • • • • • • 0 • •••6•• The "YOSEMITE Venting Base Sheet" may be used In any of the following noncombustible deck roof systems anj, wVr%Indlcat1d, in combustibl% . • roof deck systems. 00 • • 000 0 • • 'Torch APP" may be utilized in any of the following systems that contain "Flintlastic STA". APP Base T Is a suitabla alternate for any Type G2 base sheat. "Rintlastic Ultra Poly SMS" may be used In lieu of "Poly SMS Base" in all application Classifications. References to Type GT base sheets includes "Channel -Vent GW.- "FlintBoard Iso", "FlintBoard Iso Cold", "FlintSoard Iso -T" or "FlintBoard Iso Plus", may be used wherever polyfsocyanurate insulation Is specified. Uniform thickness or tapered insulation may be used In the following systems provided they do not exceed the Indicated incline or thickness. "FlintBoardH'ISO", "FIintBoardH ISO -Cold", "FlfntBbardH ISO`WF , "FlintBoardH'ISO`F"; "Fllnti oardH ISO'NB""and" FI1ntBoardH 1SO'DD" may -be used wherever polyisocyanurate insulation is specified. "FllntBoardH ISO T", TlIntBoardH ISO T Cold" and "FlintBoardH ISO T WF" are acceptable alternatives to "FlintBoardH ISO", "SintBoardH ISO WI„ and "FllntBoardH-ISO Cold", respectively, provided -they -do not exceed-the-indicated--incline-or thickness of the -system: Any UL Classified EPS, any thickness, may be used below "FlintBoardH ISO", "FlintBoardH ISO T", "FIIntBoardH ISO Cold", "FlintBoardH ISO T Cold", TIIntBoardH ISO WF', "FlintBGardH ISO T WF",-MintBoardH ISO F", "FlintBoardH ISO NB" or "FlintBoardH ISO DD" insulation on non- combustible decks provided a minimum 1 In. thick layer of "FlintBoardH ISO", "FlintBoardH ISO T", "FllntBoardH ISO Cold", "FlintBoardH ISO T Cold", "FIIntBoardH ISO WF", FlintSoardH ISO T WP', "FIIntBoardH ISO F", "FlintBoardH ISO NB" or "FlintBoardH ISO DD" polylsocyanurate insulation is used.91ax incline shalfbein accordance with Classification established for the-insulation/membrane rooil-ng system, but can not exceed 1:12. For Combustible Decks - Class A: http://database.ul.comlcgi-bin/XYVItemplate/LISEXTI IFRAMElshowpage.html?name=T... 4/21/201.5 FGFU.R11656 - Kooning Systems Page 2 of 3 1. A minimum 3 in. layer or a minimum two layers of 1.5 in. of "FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold" is placed directly over a combustible deck and Is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified insulation (except expanded or extruded polystyrene), -any cumbinatior, -any thicknmm, may be used -Wow the 3 Irl. minimurrr total-thicknasgilf "MintBurdH ISO QAd"-or "Flint8wardH ISO T Cold". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier (non -UL classified) may also be used below the Insulation. All insulation joints must be staggered a minimum of 6 In. from the deck joints or from the Insulation joints directly below. The maximum incline shall be in accordance with the Classificattorr established for the nrembrantr/elation roofing assembly, however tw tndlm twr root exceed -1/2:12: 2. A minimum 1.9 in. layer of "FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold" is placed over a minimum i layer of Carlisle "FR Base Sheet IS" or Elk "VersaShteld FB -IS" over a combustible deck. The insulation Is covered with any UL Classified roofing membrane used in any UL Class A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified Insulation (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 1.9 In. minimum total thickness of "FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier (non -UL classified) may also be used below the insulation. All Insulation joints must be staggered a minimum of 6 in. from the deck joints or from the insulation joints directly below. The maximum incline shall be In accordance with the Classification established for the membrane/insulation roofing assembly, however the Incline can not exceed 1/2:12. For Combustible Decks - Class B: 1. A minimum 1.9 in. layer of "FlintBoardH ISO Cold" or "FlintBoardH ISO T Cold", or a minimum 2 in. thick layer of Atlas "AC Foam III" Isplaceddirectly over a combustible deck and is covered with any UL Classified roofing- membrane used in any UL Class B ranfing assembly to ar. hteve a Ciass B tore CtassIRsation. As an alternative, any UL Classified Insulation (except expanded or extruded polystyrene), any combination, any thickness, may be used below the 1.9 In. minimum thickness layer of "FUntBoardH ISO Cold" or "FlintBoarM ISO T Cold". The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier (non -UL classified)- may also be used below the Insulation. All Insulation joints must be staggered a minimum of 6 In. from the deck joints or from the Insulation joints directly below. The maximum Incline shag be in accordance with the Classification established for the membrane/insulation roofing assembly, however the Incline can not exceed 1/2:12. Unless otherwise indicated the following membranes are acceptable alternates for the following membranes tabulated below, limited to 1/2 -in. Incline: Membrane Acceptable Alternate Fitntglas-MineraloSurface Caµ Sheet Flintglas- Cap- Sheet CoolStar Flintiastic GMS Premium Flintlastic Premium GMS CoolStar Flintlastic White Diamond GTA Fllntlastic White Diamond GTA CoolStar FlintlasticGTS Fltntlastic Premium FR -P Flintlastic GTS CoolStar Flintlastic FR -Dual Cap or Flintlastic Premium FRP Constar • • •••. *fee Flintlastic FR -30-T �p Flintlastic FR T 30-CoolStar Cap 0000•• • •••• Flexdglas Premium Cap Sheet Flexiglas Premium Cap Sheet 960 CoolStar • • • • • • • Flintlastic GTA Flintlastic GTA CoolStar • gouge 0000 • • • Flintiastic GiVIS Flintlastic GMS CoolStar 000000 • • • Flintlastic SA P -Cap FR Flintlastic SA FR Cap Sheet CoolStar Fllntiastic GTA -FR Fllntiastic GFA -FR CoolStar : • : • • Flintlastic FR -P Fllntlastic FR -Dual Cap or Flintlasdc FR -P CoolStar i • • • • Flintlastic FR -Cap 30 Flintlastic FR Cap 30 Sheet CoolStar • • • • 1. Deck- RIC ASPHALT FELT SYSTEMS WITH NOT ROOiFING ASPHALT Class A Incthre: 3 Base Sheet: — Type G2 Glasbase. Ply Sheet: — Type G3 Flintglas or Type G2 Glasbase. Suvf dng:---Gravel-or-stag. 2. Deck: C-15/16$ Incline: 1/2 *All joints blocked. Base Sheet: — TwG layers Type G2 "Gtasbase Base Sheet" or two layers Type G-1 "Fllntglas Ply Sheet". Surfacing: — Type G3 "FlIntglas Cap Sheet". 3. Deck: NC Incline: 3 Base: Shee1k: — Two layers Type 15 Alt weather/Emptre. Surfacing: — Gravel or slag. sea* 0 • • • 0000•• 0000•• ••••• • • 0000•• • • 0000•• 0 0 ••000• • http://database.ul.comlcgi-bin/XYVItemplatelLISEXT/1 FRAMElshowpage.hbnl?name=T... 4/21/2015 TG U.R11656 - Roofing Systems 4. Deck: NC incline: 3 Insulation: — Polylsocyanurate, mechanically fastened or hot mopped, any thickness. SaseSheet. — Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. Surfacing: — Gravel. 5. Deck: C 15/32 Incline: 3 Insulation: — Polylsocyanurate 1 In. min., mechanically fastened or hot mopped. Base Sheet: — Three piles Type 15 asphalt saturated organic felt (perforated) hot mopped with hot roofing asphalt. Surfacing., — Gravel. 6. -Deck: -C-15/32 incll#m 3 Page 3 of 3 Vapor Retarder (Optional): — Type G2 "Glasbase" or UL Uassified vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Polylsocyanurate, partite, glass fiber or wood fiber, any thickness. BMW Sheet. — Type G2" "Glasbase" base sheet Ply Sheets. — Two to three layers of Type Gf "FHntglas" ply sheet or Type G-2 "Glasbase" base sheet. Surfacing: — Gravel or slag. 7. Deck: C-15/32 incHne: 3 Vapor Retarder (Optlonat): — Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Opl; ntal): — One or more layers or combination of the following: Polylsocyanurate, perlite, glass fiber or wood fiber, any thickness. Membrane:-- Throe or four layars-of Type G1. "Rtntglas" ply sheat - Surfacing: — Gravel or slag 8. Deck: C-15/32 Incline: 1 VaporRetarder O i): — Type G2 "Glasbase" or UL Classified vapor retarder. Insulation O um : — One or more layers or combination of the following: Polylsocyanurate, perlite, glass fiber or wood fiber. �/Base Sheet: — e layer Type G2 "Glasbase Base Sheet". INy Sheets: — Two layers Type G1 "Rintglas Ply Sheet". Cap Sheet: — One layer Type G3 "Fiintglas Cap Sheet". 1 tU iM SMIMA I In tM I II I'll! 1 1 :111 1 ♦"FAM i 0000 • • 0000 0000•• •• • 0000 • • 60606• 0606 0060•• • • 0000110 • • • •0000• 0000 of 0 •660 ••• •6.66 •600•• •• • 66666 6 • • • • •• •• 6 06 •06000 • •6606• • • • • • • •6066• 000000 • • 0 • 6 • 6.6666 0 000• 1 tU iM SMIMA I In tM I II I'll! 1 1 :111 1 ♦"FAM i MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Munni, Florida 33175-2474 BOARD AND CODE ADALMSTRATION DIMION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) wwwmi=Wda4e&9y1ewn9mv CertainTeed Corporation 1 -41W -Union- Meeting Rou-&, P:f3: -Boar.13#10- Blue Bell, PA 19422-0761 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 - Produet -Control Section to -be used in Miami Dade County and other- areas where allowed by tht 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 AH:T (in areas other than Mami 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 pf the applicabir-building code-.: .00000 0000 This product is approved as described herein, and has been designed to comply witil Xq Fjorida.Q>Wding Code including the High Velocity Hurricane Zone of the Florida Building Code. ...%. 0 DESCRIPTION: CertainTeed Conventional Built -Up -Roof Systems over Woe;** 0 0 :... LABELING: Each unit shall bear a permanent label with the manufacturer's name•or*lvgo, city, state;nd following statement: "Miami -Dade County Product Control Approved", unless othetMirooted herein. RENEWAL of this NOA shall be considered after a renewal application has been died and thej liar been no change in the applicable building code negatively affecting the performance of A 1 rodnct. . 0 ; 0 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. 0000.. 0000.. 0000.. 0000. 9 0000. 009..0 9 9 .9999. .9999. 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 and revises NOA No. 08-041.4.07 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 13-0204.14 Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 1 of 16 Deck Type 1: Wood, Non -Insulated Declr$eseripdan. 32 - orgreaterplywuod orwoudplk System Type E(2): Base sheet mechanically attached. Alll--an-d-Systeru Un it�- apply. Base Sheet: (� All Weather/Empire Base Sheet, lasBase base sheet r Flintglas Premium Ply Sheet mechanically attached as detailed - be -1 -Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8"o.c. PlDSheet.: Ca� Two or more plies of Flintglas Ply Sheet (Type IV) o las Premium Ply Sheet (T e r ASTM D226, Type I sheet adhered in a full mopping o approve aspYX at an application rate of 20-35 lbs./sq. Gap -Sheet: .(Optional.). -One -ply. -n las-Mineral--S u£ace.cap-sheet r-Flintgtas_.Mineral- Surfaced Cap Cool ;tar adhere in a fu mopping o approved asphalt at an application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: .... 1. Gravel or slag applied at 4001b./sq. and 3001b.lsq. resp0 . ely in a%QQd'coat 0 0 0 0 of approved asphalt at 60 lb./sq. • • • • • • • 2. A two part coating consisting of a base coat of APOC #388 "halt Fibered • • • •' • Emulsion at-rate.of 3 gal./sq-.; surfaced with -1 .gal./sq. A-PilC4212 Fibered �.... um Roof Coating. • • • • • 0000 . 0000. Maximum Design • • 0000.. ... 0. 0 00 Pressure: -52.5 psf. (See General Limitation #7)' • .. .. .. 00.0.0 . . . 0 0000 .. 0000.. . . NOA No.: 13-0204.14 Expiration Date: 06/19118 Approval Date: 05f301U Page 14 of 16 WOOD DECK SYSTEM UwTATIONS: I. A slip- sheet is -.required with Ply 4 .and Ply 6. when- used.as-.a mechanically fastened .base..or -anchor- sheet. GENERAL LmTATIONS: I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2.-Insulati-en-maybe installed- .in-multiple.layer-s. The fit -layer- shall -be attached- in- compliance with- Product ithProduct 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 over -lay .and/or- recovery .board insulation. panel is- required .on- all.applications- over- .closed oell- 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 slu l be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall he at a.minimum rate of 12 lhs [sq.- Note-- Spat attach -ed systems shall he limited to ;L maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fasts j value, • sees sees:• as field-tested, are below 275 tbf insulation attachment shall not be acceptalks, • e • e • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membra4` �hmenlii based ....:. on a minimum fastener resistance value in conjunction with the maximum dem value listed -within e • • • a specific system. Should the fastener resistance be less than that required, ays 4atemunectInAg • Building Official, a revised fastener spacing, prepared, signed and sealed by a Mbtida registered • . Professional Engineer, Registered Architect, or Registered Roof Consultant 't3e:submided.' Said ., •'. revise fasteaer-spacingshaliutilrae-the-widrdrawal-reesmtm=-value-takenfi&'V'estiagApErlic ori • ...... Standards TAS 105 and calculations in compliance with Roofing Apphcatio4ALM*rd R ,S 117. ...... 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requireme$fs or ese • • areas. Fastener densities shall be increased for both insulation and base •sheet as colcsvd in %.... ••• compliance with Roofing Application Standard RAS 117. Calculations prepared, signed Md sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant fffl ewthis -limitation-is -specifically -re%rred-within-this NOA- ,-GeneratLimitation- be applicable.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing termination designs shalt conform to Roofing Application Standard RAS t I If and applicable wind load requirements. 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.presswe zones .(i.e..perimeters,. extended corners and comers). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10: Alt products listedherein shalt -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.: 13-0204.14 in�we COut�rtY Expiration Date: 06/19118 !APPROVEDApprovaf Date. 0513W-1.1 Page 16 of 16 TGFU.RI 1656 - Roofing Systems Page 3 of 3 Vapor Retarder (Optional): — Type G2 "Glasbase" or UL Classified vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Membrane: — Three or four layers of Type G1 "Flintglas" ply sheet. Surfacing: — Gravel or slag. 8. Deck: C-15/32 Incline: 1 Vapor Retarder (Optional): — Type G2 "Glasbase" or UL Classified vapor retarder. Insulation Optional T. -----One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. j Base Sheet: — One layer Type G2 "Glasbase" base sheet. Ply Sheets: — Two layers Type G1 "Flintglas" ply sheet. Cap Sheet: — One layer Type G3 "Flintglas" cap sheet. http://database.ul.com/cgi-bin, XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 2/26/2009 • • 6666 6666•• •• • 6666 • 6666•• •09Y 6666•• • 6666•• 9♦i• • ease• •i9.o• • ••• 69.90 •i of 96 • 000000 • •9•••• • • • • •0 • 00 • • • • • http://database.ul.com/cgi-bin, XYV/template/LISEXT/1 FRAME/showpage.html?name=T... 2/26/2009 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 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. 1 1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of providing 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. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can 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 this appearance. 4,09000 5. Ponding Water: The current roof system and/or deck of the buildir may not draigrwell and •. may cause water to pond (accumulate) in low-lying areas of the roof. Ponding,%" be an 4rgdication of • • • • structural distress and may require the review of a professional structural engir?eM*f1bnding may shortEn•°•; the life expectancy and performance of the new roofing system. Ponding conditibht,may CQ4l;4°evideMt until the original roofing system is removed. Ponding conditions should be corretIM. ' • • • 6. Overflow scuppers (wall outlets): It is required that rainwater flown ofd so that the roof is not• • overloaded from a build up of water. Perimeter/edge walls or other roof extensions meysblock this discharge • 0 06 if overflow scuppers (wall outlets) are not provided. It may be necessary to igstall joverfiorseuppers in accordance with the requirements of Sections R4402, R4403 and R4413. • :6096: 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. OwnPs/AgenM Signature O%ng k kern; Ave Property Address Date Contractor's ignature Permit Number