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RF-14-109Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207397 Scheduled Inspection Date: March 19, 2014 Inspector: Rodriguez, Jorge Owner: COOK, MARIANNE Job Address: 360 NE 105 Street Miami Shores, FL 33138- Project: <NONE> Permit Number: RF -1 -14 -109 Permit Type: Roof Inspection Type: Final Roof Work Classification: Flat Phone Number Parcel Number 1121360130020 Contractor: GNSD UNLIMITED ROOF SERVICES Phone: (786)295 -2692 i3waing Department comments RE- ROOF FLAT TO FLAT INSPECTOR COMMENTS False I pector Comments Passed CREATED AS REINSPECTION FOR INSP- 205993. by enis ��tFailed III Correction ❑ Needed CS � Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 18, 2014 For Inspections please call: (305)762-4949 Page 23 of 51 lad ��N Miami Shores Village Building Department 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (3057 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 360 NE 105 ST JAN.2_2 2014 FBC 20 Permit No. Master Permit No.1� 1 City: Miami Shores County: Miami Dade Zip: 33138 Folio/Parcel #: 11- 2136 -013 -0020 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder). MARIANNE COOK Phone #: Address: 360 NE 104 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/I essce Name: Phone#: Email: CONTRACTOR: Company Name: GNSD UNLIMITED ROOF SERVICES CORP phone#: 786- 295 -2692 Address: P•O.BOX 470235 City: M IAM I Ste: FL Zip: 33247 Qualifier Name: LUIS ATAY Phone#: 786-295 -2692 State Cerfification or Registration #. CCC1328100 Certificate of Competency #: Contact phone#: 786-295-2692 Email Address: GNSDUNLIMITEDRS a(�►OL.COM DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Square/ Linear Footage of Work: Type of Work: DAddition OAlteration UNew XRep i eplace UDemolition Description of Work: R .: Ae00,' GLo* 7" %a =dol T Color thru tide: Submittal Fee $ 5 � `C9 0 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ TOTAL FEE NOW DUE b-6_ Bon&ng Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Z}p Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection ' I not be approved and a reinspection fee will be charged r Signat,6 Signature-��� Owner or Agent The fore ing instrument w acknowledged before me this day o 1,20 , by MARIANNE COOK who is personally known to me or who has As identification and who did take an oath. NOTARY PUBLIC: Sign: / / %(/' Print: �� My Commission Expires: APPROVED BY * MY COMMISSION # DD 980941 EXPIRES: April 12, 2014 Ba11* Thru BaW Not11y Ssr*N Contractor The foreg . g ins ent knowledged before me this day o , ;Fby LUIS ATAY who is o o me or who has produced // t4/! / Plans Examiner Structural Review (Revised 3 /1=012)(Revised 07 /10107)(Revised 06/10t2009)(Revised 3115/09) identification and who did take an oath. NOTARY PUBLIC: Print: My Commission Expires: MENISgE CAMM * EXPIRES: April 12, 2014 BXMTt0B*d"WiM Zoning Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: GNSD UNLIMITED ROOF SERVICES CORP BUSINESS ADDRE 13410 OPRT SAID ROAD CITyOPALOCKA STATE FL ZIP CODE 33054 BUSINESS PHONE: 7( 86 295-2692 FAX NUMBER 3( 05 1769 -0866 CELL PHONE 7( 86 ) 295-2692 QUALIFIER'S NAME: LUIS ATAY QUALIFIER'S LIC NUMBER: CCC 1328100 E -MAIL ADDRESS OF APPLICABLE): GNSDUNLIMITEDRS@AOL.COM Created on 3M90 BY MWV 1 RV 32M MWV �� ._ �kF'�:� i.3�' -=�.�. A ® CERTIFICATE OF LIABILITY INSURANCE DATE2� 01DI» 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: N the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and condi Ions 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 INSURANCE TO GO INC lVA EA ARLENE VALENTI 10651 W OKEECHOBEE RD STE 203 PHONE FAX WD, No. 9ft 3nSR260224 ADDRESS, ARLENIFAINSTMOIRS-COM INSU AFFORDING COVERAGE NAIC s INSURER A: FWCJUA DAMAGE TO RENTED PREMISES o HIALEAH FL 330188899 INSURED GNSD UNLIMITED ROOF SERVICES CORP INSURERS: PERSONAL $ ADV INJURY INSURER C 13410 PORT SAID ROAD GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER POLICY PRQ LOC ECT INSURER D $ OPA LOCKA FL 33054 DISC E : INSURERF: LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS OS HIRED AUTOS NO AUTOS FEIN: 208697831 COVERAGES CERTIFICATE NUMBER: 1401210022 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL POLICY NUA®ER POLICY EFF POLICY EXP LIMITS GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F� OCCUR EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES o $ MED EXP (Any are peen) $ PERSONAL $ ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER POLICY PRQ LOC ECT PRODUCTS - COMP /OP AGG $ $ ALITOMOBRE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS OS HIRED AUTOS NO AUTOS COMBINED acddem IT $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PRQPERTY DAMAGE acddeM $ $ URIIBRELLA LIAB EXCESS LIAa OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I RETENTION $ $ A CO 8ATtON AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORIPARTNERtE7�CUTIVE Mj—jj OFFICEIMEMBER EXCLUDED? I T I (6AaMatory in NN) 1F--ii ryas die �� N/ A 28550684 2Y28/2013 2!2812014 IMR 10111- x T WA E.LEACHACCIDENT $ I 00,000,0p E.L DISEASE - EA EMPLOYEE $100,000.00 E.L. DISEASE - POLICY LIMIT $ 500,000.00 0 DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Addldonel Remarks Schech" H more space is requited) VILLAGE OF MIAMI SHORES I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2 AVENUE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. HOMESTEAD FL 33138 � AUTHORIZED REPRESENTATIVEC\��� PhonENumber 305. 756 -8972 ©1988 -2010 ACORD CORPORATION. All rights reserved ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE DA 01/22/14 ") PRODUCER . Insurance Professional Consult 10481 SW 88 St Ste. D -204 Miami, FL 33178 Phone (305) 273-4530 Fax (305) 273-4409 VILLAGE OF MIAMI SHORES THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED G.n Ul 7023 5 Roof Services, Corp. PO BO BO X 47023 MIAMI, FL 33247 OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. INSURERA: Arch Specialty Insurance Company FX: 305 - 756-8972 INSURER B: Progressive Express Ins Company INSURER C: INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IVSR L CDR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MODIM POLICY EXPIRATION DATE D LIMITS A ❑ GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY ❑ ❑ CLAIMS MADE FV OCCUR ❑ AGL001208-00 06/02/13 06/02/14 EACH OCCURRENCE 500,000 PRISES ter® ce 100,000 MED EXP (Any one person) 10,000 PERSONAL & ADV INJURY 500,000 ❑ GENERAL AGGREGATE 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ PROJECT ❑ LOC PRODUCTS - COMP /OP AGG 1,000,000 B ❑ AUTOMOBILE LIABILITY ❑ ANY AUTO ❑ ALL OWNED AUTOS ❑ SCHEDULED AUTOS ❑ HIRED AUTOS ❑ NON OWNED AUTOS Fv-] Commercial Auto 01780111 -1 08/08/13 08/08/14 COMBINED SINGLE LIMIT (Ea ardent) BODILY INJURY (Per person) 25,000 BODILY INJURY (Per accident) 50,000 PROPERTY DAMAGE (Per accident) 25,000 ❑ GARAGE LIABILITY ❑ ANY AUTO ❑ At ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG ❑ EXCESS/UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION $ EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below ❑ WC STATU- ❑ OTH- LI l ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE EL DISEASE - POLICY LIMIT B OTHER I Basic Personal Injury Protection 01780111 -1 1 08/08/13 1 08108114 PIP Deductible $1000 10,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION AGURD a5 (ZODI /u5) QF ® ACORD CORPORATION 1988 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL VILLAGE OF MIAMI SHORES 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO 10050 NE 2ND AVENUE THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY MIAMI SHORES, FL 33138 OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE FX: 305 - 756-8972 AGURD a5 (ZODI /u5) QF ® ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001108) OF Property Information Report Summary Details: Folio No.: 11-2136-012-0020 Property: 360 NE 105 ST Mailing Address: MARIANNE COOK Floors: 360 NE 105 ST MIAMI FL Living Units: 33138 -2022 Property Information: Primary Zone: 1000 SGL FAMILY - 2101 -2300 SQ CLUC: 0002 MULTIFAMILY 2 LIVING UNITS BedsJBaths: 4/3 Floors: 1 Living Units: 2 Adj Sq Footage: 2,734 Lot Size: 12,300 SQ FT ear Built: 1936 Legal Description: MIAMI SHORES SEC 5 PB 10-47 LOTS 3 6 4 BLK 117 LOT SIZE 100.0007 123 OR 15143 -3917 07914 OR 15143 -3917 079101 Assessment Information: Year. 2013 Land Value: $116,678 Building Value: $t80,1-97 Market Value: $296,875 Assessed Value: $164,742 Exemption Information: ear. 2013 Homestead: $25,000 2nd Homestead: YES Taxable Value Information: Year 2013 T Taxing Authority: Applied Exemption/ Taxable Value: Regional: $50,0001$114,742 County: $50,000/$114,742 11city: $50,000/$114,742 School Board: $25,000/$139,742 Sale Information: Sale Date: 7/1991 Sale Amount: $0 Sale O/R: 15143 -3917 Sales Qualification tion: Sales which are disqualified as a result of examination of the deed View Additional Sales PClose windows [Click here to Print) This report was created on 1/171201411:35:46 AM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http:// gisims2. n3iamidade. gov /myhome /propte"rint.asp?folio =l 121360130020&cmd= 1/17/2014 ROOF Asset= AND ROOFTOP STRUCTURES I. Florlda Building Code Edition 2090 High - Velocity Hurricane Zone Uniform Permit Application Form CITY Section A_(General Informations ® AN 1X Low Slope ❑ Asphaltic Shingles ❑ Now Roof X Reroofing ❑ Mechanically Fastened Tile ❑ Metal PaneUShingies ❑ Prescriptive OUR -RAS 150 ROOF TYPE 0 Recovering ROOF SYSTEM INFORMATION ❑ Mortar/Adhesive Set The 0 Wood Shingles/Shakes NO GAS VENT CI Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area rea (SF) Total (SF) 1200 Sec B (hoof Plan) smote all levels and sections, too drains, scuppers, overflow scuppers and overflow drains. roirentinos� dimensions of elevated pressure zones and location of 1#s.� Miami Shores Vi age' `O APPS BY DATE =JAN ZONING DEPT B _ EU �TTJ ANLj t;(_ I.J 1 5.34 2010 FLORIDA BUILDING CODE -- BUILDING ROOF ASSEMBLIES ARID ROOFTOP STRUCTURES (Florida Building Code Edition 2010 High- Veioolty Hurrlc:ane-Zone uniform Permit Application Form. Section C (Low Slope Application) Fill In specific roof assembly components and Identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer. ©AF Product Approval No.: 13AM4.09 Design Wind Pressures, From RAS 128 or Calculations: PI: 4a-2 P2: 912-8 P34 1243 Max. Design Pressure, from the specific Product Approval system: .52.9 PSF Deck: Type: PLYWOOD Gauge/Thickness: A/8 Slope: 0:12 AnchorBase Sheet & No. of Pty(s): Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: Base Insulation Size and Thickness: Sam Insulation Fastener/Bonding Material: Top Insulation Layer Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. -of Ply(s): 1 -79 Base Sheet Fastener/Bonding Material: - - -1 -U4 RS —NAILS Ply Sheegs) & No. of Piy(s): ZpLy IV Ply Sheet Fastener/Banding Material: NOT ASPHALT Top Ply: 14APMRET MINERAL SURFACE Top Ply Fastener/Sonding Materlal: HOT ASPHALT Surfacing: Fastener Spacing for Anchor/Base Sheet Attachment: Field:." oc @ Lap, # Rows _2_ @ __9_11 oc Perimeter:. 6 oe t# Lap, # Rows _4 @ _6_" oc Corner: erg_" oc @ Lap, # Rows 4 @ 6 _6. " cc Number of Fasteners Per Insulation Board: Field Perimeter Corner Illustrate Components Noted and Details as Applicable: Woodbloddng, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc, Indicate: Mean Roof Height, Parapet Height, Height of Fuse Flashing, Component Material, Material Thickness, Fastener-Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 911 and Chapter 16 2010 FLORIDA BUILDING CODE -- BUILDING 15.w SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED ONWER'S NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this sectioni 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 Chapter IS of the Florida Building Code, Building 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. Aesthetics — Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone ) are for the u p rpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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!Lt z. Renailing Wood Decks: When replacing roofing, the existing ood roof deck may have renailed in accordance with the current provisions of Chapter 16 g Y ve to be Florida Building Code. (The roof deck is usually concealed prior to removing Velocity a existing roof syste the 131. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc. ). In building 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. The Florida Building Code provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not d may cause water to g Y ram well and Y pond (accumulate) in low- -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 1)kd 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded 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 cuppers in accordance with the Florida D—u—HdAw Core Plranbinp 7, vent AOR: 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. MARIANNE COOK 360 NE 105 ST Date Contractor's Signature MIAMI SHORES Roofing Owners Considerations Page 1 of t 08/03R1 A GAF 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. DESCRII'TION: GAF Conventional Built -Up 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. 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 revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. l NOA No.: 13-0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 1 of 17 Deck Type 1: Wood, Non-insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut' Fire Barrier Coating, VersaShieldei Fire Resistant Roof Deck Protection or (optional) SecuroekTM Gypsum Fiber Roof Board. Base sheet: GAFGLASo #80 Ultima.TM Base Sheet, Stratavente' EliminatorTM Nailable Venting Base Sheet, Ruberoie 20, Ruberoide SBS Heat WeldTM Smooth or Ruberoie SBS Heat - WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLASe1 Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAS® #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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitalon #7) GAFGLASa Ply 4, GAFGLAS® FlexPlyTM 6, GAFGLAe #75 Base Sheet or any of above base sheets attached to deck with Drill Te6m #12 Fastener or Drill-Tedm #14 and Drill- TecTM 3" Steel Plate, Drill-TecTM AecuTrace Flat Plate or Drill TecTM AccuTrac® Recessed Plate 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) GAFGLAS® Flex PlyTM 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 Limbadon #7) GAFGLAS* #80 UltimaTM Base Sheet, Ruberoie 20, Ruberoie Mop Smooth, base sheet attached to deck with approved 11/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure -60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-TeOm #12 Fastener or Drill -TeOm #14 Fastener and Drill-TecTM 3" Steel Plate, Drill-TeOm AccuTrac® Flat Plate or Drill -TecTM AccuTracO Recessed Plate 12" 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 —60 psf, See General Limhat ion #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tedm insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 13-0424-09 Expiration Date: 11 /04/14 Approval Date: 10/31/13 Page 15 of 17 Ply Sheet: Cap Sheet: Surfadng: Maximum Design Pressure: APPnOYEDI GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTm #12 Fastener or Drill -Tedm #14 Fastener and Drill-TeOM 3" Steel Plate, Drill-TecTM AcxuTrac® Flat Plate or Drill -Teem AccuTrae Recessed Plate 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 Lhnitadon #7) One or MM plies of GAFGLAe Pl 4 o GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. One n1v of GAFGLAS' Mineral Surfaced Cap Sheet or �gyCgpTM B a ap a er m a Aping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 400 lbsJsq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. 2. Topcoat Surface Seal SB applied at Ito 1.5 gal. /sq. See Fastening Above NOA No.: 13-0424.09 Expiration Date: 11 /04/14 Approval Date: 10131/13 Page 16 of 17 u ' s' WOOD DECK SYSTEM UwTATiow 1 A slip sheet is required with GAFGLASO Ply 4 and GAFGLAe Flex P1yTM 6 when used as a mechanically fastened base or anchor sheet. 2, Minimum 1/" Dens DeckTm Roof Board or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GEr>EaAL LmTATiom: 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- 401bsJsq., 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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbsJsq. 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 275 lbf., 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 Professional Engineer, Registered 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 termination designs shall conform to Roofing Application Standard RAS 111 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 pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE rn��•aaoe caunrrr NOA No.: 13-0424.09 Expiration Date: 11/04/14 .. + Approval Date: 10 1/13 Page 17 of 17 �r -page 1 oI Js Structural cement fiber building units are considered suitable to be included as a dedc In the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the /oilowing'Ctass A, B or C systems does not adversely effect the rating. The use of in . minimum thick gypsum board is an acceptable alternate for minimum Insulation over C -15/32 thick roof decks. The use of Polystyrene insulation board between minimum % -In. thick perpte board and deck with rosin paper (pertite/rosin Per /P0IYStYrene/Pertite) is a suitable alternate for potylsocyanurate board In the foNowing (lass A, B or C systems. "EnergyGuard RA" or "Tapered EnergyGuard RA" or "EnergyGuard Composite RA" may be substituted for any Atlas poiyisocyanwate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLASS #80 Premium Base Sheet" may be used in any of the following systems. "GAFGiASS Flex Ply 6" and "Tri -Ply® Ultra - Flexible Ply 6" are suitable alternates to "GAFGLASS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used In lieu of any peritte insulation in any of the following NC Classifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Flreshleid MB" at 21h to 3- gal /100- ft2. "Ruberoid6 Dual Smooth" may be used as an alternate to "Ruberoido Mop Smooth" or "Ruberokf® 20" or "Ruberold6 20 HT" "Ruberotd5 Mop Smooth 1.5" may be used as an alternate to "Ruberoid6 Mop Smooth" Gass A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberotd® Heat Weld" SBS roofing membrane may be used In lieu of "RuberoldS Mop" SBS products in any applicable Classification. Cq'71 1. Decic C -15/32 Incline: 3 Insulation (Optional): — One or more layers partite or wood fiber or glass fiber or polyisocyanurate or urethane or Perlit0polyisocyanurate composite or perlWurethane composite or wood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type G1 or "GAFGLASS Ply 4 or "N- Ply® Ply 4 or "GAFGLASS Ply 6" hot mopped. Surfacing: — Gravel. 2. Decic C -15/32 Irneline: 2 Insulation ( Optional): — One or more layers perilte or wood fiber or glass fiber or Polytsocyanuratae or urethane or perllte/polylsocyanurate composite or periite/urethane composite or wood fiber /polyisocyanurate composite or phenolic. any thickness. Ply S3 — Three or more plies Type 01 or "GAFGLASO Ply 4" or "Tri-Ply® Ply 4" or "GAFGLASS Ply 6 ". Cap One Ply Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or "TH -Ply® Mineral Surfaced Cap Sheet " or "GAFGLASS EnergyCaP BUR Mineral Surfaced Cap Sheet" 3. Dectn NC Insubdim (Optional): — One or more layers perllte, wood fiber, glass fiber, polylsocyanuratae, urethane, perlWpolylsocyanurate composite, periite/uretitane composite, wood fiber /poWsocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type GI "GAFGLASS Ply 4 ", 'N-Ply® Pty 4" or "GAFGLASO Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Tri -MyS Mineral Surfaced Cap Sheet" or "GAFGLASS EnergyCap'm BUR Mineral Surfaced Cap Sheet" 4. Deck C -15/32 T cline: 1 Help Sheet ( Opidonal): — Red rosin parr, nailed to deck. kwulathm (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBmrd Fastening System" or any UL Classified insulation adhesive. Base Sheab — One ply Type G2 FGLAS #75 Base Sheet" or "Trl -P" #75 Base Sheet° (may be nailed). Ply Sheet: — One or more plies Type 1 " I ASS P 4" or "T - Ply 4" or GAFGLAS® Ply 6 ". �P Shit: —Ono ply Type G3 °GAFGLASS urtaced Ca Sheet" or "TrI -Pl ®Mineral Surfaced Ca Sheet" or -GAFGLASS Ener9yCap" BUR Mineral Surfaced Cap Sheet" Y P nttp:/ldataba - ULcom/cgi -bWXW/ templatel LISEXT /1FRAWShowpagc.htmt?name =T. -- 3/14/2011