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RF-15-841s ht Miami Shores Village Bond Type - Contractors Bond 10050 N.E. 2nd Avenue NE CCF Miami Shores, FL 33138-0000 a� Phone: (305)795-2204 DCA Fee $3.75 Project Address Parcel Number Applicant 759 NE 94 Street 1132060142020 DANIEL KERR Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell DANIEL KERR 759 NE 94 Street MIAMI SHORES FL 33138- 759 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone CONTRERA ROOFING CORP (305)389-0228 of Work: Re Roof onal Info: RE ROOF REAR FLAT ROOF. ification: Residential Tina: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $3.60 DBPR Fee $3.75 DCA Fee $3.75 Education Surcharge $1.20 Permit Fee - New Roof $250.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $776.10 Valuation: $ 5,800.00 Total Sq Feet: 600 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -1-15-54124 01/13/2015 Check #: 72904 $ 50.00 $ 726.10 04/09/2015 Check #: 3828 $ 726.10 $ 0.00 Bond #: 2664 Avanaole Inspections: Inspection Type: in Progress In consideration of the ' u ce to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto an Ins -4 nformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this pe i I tasteresponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELEC�f ICUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFF3 T: `'fy hat all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and on g. ut a ore, I authorize the above-named contractor to do the work stated. April 09, 2015 Authorized S1-9rtti re: Owner / Applicant ! Contractor Agent uate Building Depaftment Copy April 09, 2015 1 F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Owner's Narr Job Address: Florida International Engineering and Testing Lab LLC 7500 NW 25 Street, #241, Miami, FL 33122 Telephone: (305) 378 -1991 -Fax: (305) 378-1997 Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Roofing Contractor: Permit Number: ' (- ! .S Type of Tile: -7194 Approximate Roof Height: l feet Slope: ( 2-, Type of Access to Roof: Ladder Approximate Square Footage: �-C ftZ Other Required Testing Force: 35 lbs. Testing Equipmen • F.G.E.100x Shim o Instrument Date Installed: Date of Inspection: �7 1 --------------------------------------------------------------------------------------------------------------------- TEST RESULTS P= PASS, F= FAIL Test Location P or F Test P or F Location Test Location P or F Test P or F Location Test P or F Location 1 21 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 1 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 1 97 18 38 58 78 1 98 19 39 1 59 79 1 99 201 40 1 60 80 1 100 --------------------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units rfe No. of Tests Perimeter Field Corners ' Hips & Ridges RESPECTFULLY SUBMITTED BY: V�� \[2.j ";�06-- Vinayagar M. Balakrishnan V �� Is - State of Florida Lie # 63107 FLORIDA WTERNATIONAL ENGINEERING & rESTING LAS L" Address: Kj Zontractor: S; ,etch of Roof Notes ENE —ADM I. ��I�IIl1���7�i'lL�i�,lil�,ilf,i��:/;�'���7����� Ems MUM is IN MINM Ems Notes RE: Permit # " i —1 !� — G LI 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: 2 � YA licensed as a (n Contractor / Engineer/ Architect, (Print name and circle License Type) FS 468 Building Inspector License #: r r c (D 5 i:) I I On or about 1 �� / " 30 l cM I did personally inspect the roof deck nailing and (Date & trine) Secondary water barrier work 4 lC 4. (Complete Job Site Address) 4r�j�r �k 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 &//0 day of Notary Public, Sate of Florida at Large .,Nesap� p„mie state of l� j Rafaela Marlene Rodriguez ihAy Commission FF 119448 prpo'� Ezpies 0510_ 5/0 5120 1 8 *General, Building, Residential, or Roofing Contractors or any indhridual oertified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with rmrnit 9 and adriraas 4 rmrly shrzun rnarkpA nn fhra risk ftu Aa mfaraMrnn k Miami Shores village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fag: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: WELDING FBC 20 (� Permit No. TT ` A Master Permit No. ROOFING JOB ADDRESS: __7S'!1 t� ° (___ 1 9 5A City: Miami Shores County: Miami Dade zip: 3 3 13 Folio/Parcel* Is the Building Historically Designated: Yes NO Flood zone: OWNER: Name (Fee Simple Titleholder): 1 2 N W le, City: 1 Im% Sl aie S State: i 1 � or Zip: Tenant/Ussee Name: Phone#: Email: CONTRACTOR: Company Name: Address: I v1 `,I s City: N\ A dh ti State: El(ci P Zip: 331,3:2 Qualifier Name: "&t�o l.. i4 f ku,3 (zn4 f ey' n _Phone#: 1%, - `l V - 819 3 State Certification or Registration #: (CC -®K -7 :) I % Certificate of Competenc #: f l Contact Phone#: Email Address: C_Dn baLrAS trot 4'® l Is4aP1 _ T DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Jr A • Square/Linear Footage of Work: Type of Work: DAddition OAlteration UNew ❑Repair/Replace ODemolition Description of Work: LC ire %1 r E I mk- Color thru tile: Submittal Fee $_P Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Technology Fee $ u Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 cernf %ed 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. SignatureL--- Owner Signature or Agent Contractor The foregoing instrument was acknowledged before me thil2 The foregoing instrument was acknowledged -before methis day of �, 20 �; by n 6W day of�u'� 20 J, by F0�l W tOY1 6 o,7 , who is personally known to me or who has produced who is personally known to me or who has produced NOTARY Sign: Print: My Commission Expires: APPROVED BY and who did toe an oath. M ®o Sign: Print My Commission Expires: dans Examiner and who did take an oath. Zoning Structural Review Clerk CERTIFICATE OF LIABILITY INSURANCE we 05/27/2015 producer. Lion Insurance Company rods Certlflcats Is Issued as a matter of Inkirmetlon only and co no 2739 U.S. Highway 19 N. Holiday, FL 34691 righffi upon the Cerd icate Holder. This certificate does not amend, extend or alter the coverage afforded by the poQdes below. 1 (727) 938-5562 Insurers Affording Coverage MAIC Insured' South Fast Personnel Leasing, Inc. 8t Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion insurance Company 11075 Insurer B: Insurers: Insurer D: Insurer E: Coverages The pol es of insurance listed below have been Issued to the Insured named above for the policy period imlicated. Notwitfu0ndkV any requirement term or condition ofany contract or other document with respect to which this certHicate may be issued or may pertain, the insurance afforded by the policies described herein Is subject to an the tames. oduslwa. and conditions of such policies. Aggregate limits shown may have been reduced by paid claims. i TRR INSRD Type of insurance Policy Number Poli Date Deft Policy on Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each nice $ Commercial General Liability Claims Made 11 Occur Damage to rented premises (EA ecce) commerce) ted Exp Personal Adv Injury moral aggregate limit applies per. Poncy ❑ Project a LOC Prod- comp/op Ase OMOBILE LIABILITY combined Sir& Limit Any Aceto An owned Aute Scheduled Autos (EA Accident) $ Bodily Injury (Per Parson) Bodily IMS` Hired Autos Non-Owned Autos (Par Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occunum occurGain 11 Deductible Aggregate A Workers Compensation and Employers' Llability WC 71949 01/01/2015 01/01/2016 X I wC sten,- tory Limits CITH- ER E.L Each Accident $1,000,000 Any proprietor/partner/executive officer/member ELL Disease - Es Employee S1.000,000 excluded? NO If Yes, describe under special provisions below. EL Disease -Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A-Excellent . AMB # 12616 Descriptions of Operatlons/LocallonsJVehlclas/Exduslons added by Endomement/Special Provisions: went IM 92-68-302 Coverage only applies to act!" employee(s) of South East Personnel Leasing, Inc & subsidiaries that are leased to the following 'Client Company": Contrera Rooting Corp Coverage only applies to injuries Incurred by South East Personnel Leasing, Inc. & Subsidiaries acute employee(§;, while villift in: FL Coverage does not apply to statutory employee(s) or independent axtactor(s) of the Client Company or any otter entity. A list of the active employee(s) lei to the Client Company can be obtained by fa)dng a request to (727) 937-2138 or by calking (727) 938-5562. Project Name: ISSUE 0527-14 (ND) Beidn Dabs 813 2014 CERTMCATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should arty of the above described policies be camroted before the expiration date thereof, the Issuing Insurer will endeavor to mail 30 days written notice to the cerNtcale holder named to the hell, but fallure to do so sten Impose no ofteton or liability of any Idnd upon the Insurer, ns agents or representatives. 10050 N.E. 2 AVENUE MIAMI SHORES FL 33138 Summary Report Property Information Previous Folio: 11-3206-0142020 Property Address: 2014 Owner 2012 Mailing Address $164,312 Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL - SALE FAMLY 1 UNIT Beds I Baths / Half 3/2/0 Roors 1 Living Units 1 Actual Area 2,235 Sq.R Living Area 1,497 Sq.R Adjusted Area 1,926 Sq.R Lot Size 9,675 Sq.R Year Built 1947 Assessment Information Previous Benefit Type Year 2014 2013 2012 Land Value $164,312 $131,753 $105,629 Building Value $130,583 $130,727 $145,908 XF Value $731 $742 $928 Market Value $295,626 $263,222 $252,465 Assessed Value $260,607 $256,756 $252,465 Benefits Information Previous Benefit Type 2014 2013 2012 Save Our Fomes Cap Assessment Reduction $35,019 $6,466 Taxable Value Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,0001 $25,000 Note. Not all benefits are applicable to all Taxable Values (Le. County, School Board, City, Regional). Short Legal Description MIAMI SHS SEC 3 PB 10-37 LOT 23 & W1/2 LOT 24 BLK 67 LOT SIZE 75.000 X 129 OR 18084-014104981 COC 26184293012 20071 Generated On :1/12/2015 Taxable Value Information Previous 2014 2013 2012 County Exemption Value 1 $50,000 $50,000 $50,000 Taxable Value I $210,607 $206,756 $202,465 School Board 15cemptieon Value 1 $25,000 $25,000 $25,000 Taxable Value 1 $235,6071 $231,7561 $227,465 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $210,607 $206,756 $202,465 Regional Exempfon Value 1 $50,000 $50,000 $50,000 Taxable Value 1 $210,607 $206,758 $202,485 Sales Information Previous Price OR Book Qualification Description Sale Page 12/01/2007 $380,000 2618429302008 and Prior year sales; Qual by exam of deed 04/01/1998 $163,000 180840141 2008 and prior year sales; Qual by exam of deed 11/01/1996 $135,000 174540385 200and prior year sales; Qual by exam of 08/01/1975 $62,000 00000- 2008 and prior year sales; Qual by exam 00000 of deed The Office of the Property Appraiser is continually editing and updating the tax roll. Thiswebsite 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 httpJ/www.miamidade.govfinfoldisdalmorasp Version: T ()Lo0e�: PN W �—e— f r is -I tj.,�-. { 4s � 3313 is .k i S,,,o �1 �—�- uea wood if CONTRERA ROOFING CORP. Contract 144 N.E., 26 Street, Miami, FL 33137 Tel. 305-573-6604 State License #057793 E: mrj1mbojames@gmail.com Name: Dan Kerr Phone:305-9724022 Address:759 N.E. 94 st State: Florida City: Miami Shores Zip:33138 Date: 1-7-15 Terms: Re-roof/Flat Description Rear Flat Roof 1. Obtain required roof permit from Miami Shores Village building dept. 2. Remove existing flat roof to a clean wood deck. 3. Replace all damaged wood in fascia and decking. 4. Install 975 base sheet tin capped onto deck. S. Install tapered insulation sloped from 3 Inches to % inch to provide pitch and eliminate ponding hot mopped over base. 6. Install 1 layer of stratavent hot mopped over insulation. 7. Install 1 layer of fiberglass ply IV hot mopped over base. 8. Install 1x4 wood nailer around perimeter of roof. 8. Install 3x3 metal drip edge around perimeter of roof and apply primer. 9. Install Ruberold modified roof paper°sheet hot mopped as top layer. 10. Paint all exposed asphalt using aluminum non4lber roof paint. 11. Haul away all debris form job site. . 12. Pass all required inspections. Payment Schedule 50% to start 50% upon completion Total Price $5,600.00-? Accepted by �i �x J l - .)- C *Warranty is for a period of 7 years under normal conditions. r Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores,•Monbe 33138 .. •' fel: Q691 795.22W 0: • .....Fax: (J85)1'56.897&.;. 000.0. 0 0000 OWNERS'S AFFIDAVIT OF EXEMPTION -""' ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR ENSM SITE! �. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 •00000 0000.. .. . • •.• 00 Date: n 1. l2 . I 0000.. 0000. 0000. 0.0.00 Re: Owner's Name: DAL) Vt fZ f,— Property Address: Z l A. �M°� AN� S6 e�, � C- 3-3) � Roofing Permit Number. Dear Building Official: I 0411 CL certify that I am not required to retrofit the roof to wall connections of my buil 'ng because: e just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) J—'(� 4-7w—e-Q— Signature State of Florida County of Dade The undersigned, being the first duly swom, Sworn to and subscribed before me this Notary Public, Sate of Florida at Large Print Name nd,,ys that h/she is the owner for the above property mentioned. 4Q S'�da -Of a% 14.noc F+p^ 1p ®SNC® 0 2619 06, E E: �,ARONNOTARY.cam • When the just valuation of the structure for purpose of ad valorem *Ai is equal to or more than $300,000.00, and the bugdmg was not constructed with FBC nor a 1994 SFBC. Then you must provide a bugding application from a Genual Contractor for the Roof to Wag connection Hurricane Mitigation. SECTION 1524 UIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 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 Chapter 15 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 agr dement between the owner and the contractor. The owner's initial in the designated space indicalks glat the ftM has bean; • explained.'0000' • 6666.. _ .0.0 .. 0 /)61--Aesthetics-Workmanship: The workmanship Provisions of Chapter 15 � h.Vel .�e ane Zone) are for the purpose of providing that the roofing system meets the wind resisfa0dde and 'water intrLM?. .66600 6666 performance standards. Aesthetics (appearance) are not a consideration with . re.Wect tv 6. y%ii magsF}p, provisions. Aesthetic issues such as color or architectural appearance, that are not paw ofa zoning node, should• be addressed as part of the agreement between the owner and the contractor. 6666.. 0000:4 0 . . 000000 LQ. Renailing Wood Decks: When replacing roofing, the existing wood rood decvC ay have ty � renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the. (The roof deck is usually concealed prior to removing the existing roof system). 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. 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. 94 ---ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. LOverflow Scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a buildup of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are riot - provided. It may be necessary to install overflow scuppers in accordance with the requirements of: Dentilation: 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. Owner's/Agent's Signature Date Contractor's Signature Florida Building Cod® Edition 2010 High -WWW Hurricane Zone WWWM Rsrmii AppffoWon Fona. Section C (Low Slope Application) Su rhwMg: NIA FIR in specific root assembly components and identify manufacturer Fastener Sing for AnrhortBaw Shed Attachment: (If a component Is not used, identify as "NA") System Manufacturer: GAF Product Approval No.; 1370424.14 Design Wind Pressures, From RAS 128 or Calculations: P1: 42.8 p2: 71.7 P3: 108 Max. Design Pressure, from the specific Product Approval system: Dock: Tlx: PLYWOOD GaugwThlckness: 5/8 Slope:.125 AnchodBase Shot & No. of Ptyr(s): 1 PLY #75 AnchorBase Shed FastenedBonding Material: 11/4 RS NAILS AND TIN CAPS insulation Sam Layer: FNFRA.VM IARD POI.YLSn Base Insulation Size and Thickness: KTAPPERED Held: -2-." oc 0 Lap, # Rows 2 0 -22 oc Perimeter: ,6_,,,,2 oc 0 Lap, # Rows 4 0 —62 oc Comer. -6-_7 oc 0 Lap, # Rows 4 _ 0 __62 oc Number of Fasteners Per Insulation Board: Reid Perkneter Conmr Illustrate Co tem Noted and Details as Ams W clM Gutter, Edge Termination, S")pkug, Flashing, Continuous Cleat, Cant Std Base Flashing, Counter- Flash, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material ThIc Imess, Fastener Type, Fastener Spacing or Submit Manuiaciur- am Details that Comply with RAS 111 and Chapter 16 Base Mscdatlon FastenerBonding Material: HOT ASPHALT TYPE lid. IV FULL MOPPING� "(^� � f ,t� Top insulation Layer: N/A ` Top insulation Size and Thickness: Top insulation Fastener/Bonding Material: Base Sheet(s) & No. of P ly(s):I PLY�] Base Sheet FastenerlSonding Material: Ply Sheets) & No. of py(s): 1 PLY #4 ply Sheet FastenedBond ing Material: HOT ASPHALT TYPE III, IV FULL MOPPING Top Ply: _RUBEROID MOP FR Tri FastenerJBonding Material: HO ASPHALT TYPE III, IV FULL MOPPING i")" -'&A i Parapet Mean Roof Height 2010 FLORIDA BUILDING CODE - SUKJXNG 15,35 COUNTY '. MIAMI -DARE 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 (NOM www.miamidade.gov/economy 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. 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. 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 %h'M3)c:p4b,4Oed:o:hC'ltMer by the manufacturer or its distributors and shall be available for inspection at the job sit; a� Ne ;ecu&t of*he Building Official. This NOA renews and revises NOA No. I 041 114 and consists oI pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. 00 .. . •• . • • • •• . • NOA No.: 14-0611.01 MIAM4DADE COUNTY • • • • • .. . . Expiration Date: 11/06/15 • : : : : Approval Date: 11/06/14 :. Page 1 of 29 •.• 0 '�.a ... ROOFING SYSTEM APPROVAL Cateeory 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 Suecit3cation Descriution Matrix' 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 II asphalt impregnated and coated Base Sheet (1 meter) Wide glass mat base sheet. GAFGLAS® #80 Ultima'm 39.37" ASTM D4601 Type II 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® EnergyCapTm 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 EnergyCote'm GAFGLASO Stratavene 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator'm Perforated (1 meter) Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GA.FGLAS® 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 asphalt and smooth surfaced. Ruberoid' SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat -Weld Granule (1 meter) Wide polymer -modified asphalt and surfaced .. . . . ... •sjth mineral granules. RoofMatchTm 107 sq. ftj::.: AjSjM Ej6 W Vbn-woven polyester mat coated with SBS Modified Granular (9.9 m2).. • . • :.' :.. ' SBS polymer -modified asphalt and surfaced with colored mineral granules. Ruberoid® SBS 39.37" A UNt p.6164..Ngp-woven polyester mat coated with fire Heat -Weld 170 FR (1 mete4'yid$ • . 0o : rebidant polymer -modified asphalt and ::.: : ' .: s*jced with mineral granules. NOA No.: 14-0611.01 MIAMI-DADECOUNTY ° . ... ... Expiration Date: 11/06/15 : KK ; ; ; :.: ; Approval Date: 11/06/14 .. .. . 0 0 . . . .. .. •.• 0 0 0 . - Page 2 of 29 •.• Membrane Type: APP/SBS Heat Weld Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D(2): Insulation and Base sheet simultaneously attached All General and System Limitations shall apply. Fire Barrier: FireOut"' Fire Barrier Coating, VersaShiele Fire -Resistant Roof Deck (optional) Protection or Securock® Gypsum -Fiber Roof Board. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftp EnergyGuard7 Polyiso Insulation, EnergyGuard"" RA Polyiso Insulation Minimum 1.3" thick N/A N/A Structodeke High Density Fiber Board Minimum 1" thick N/A N/A Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultima "m Base Sheet, GAFGLAS® Stratavene Eliminator' Perforated Venting Base Sheet or Ruberoie 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened to deck as described below; Fastening Drill-Tec'm #12 Fastener, Drill -Tec"" #14 Fastener or Drill -Tec"' XHD Fastener Options: and Drill -Tec"' 3" Steel Plate, Drill -Tec"' AccuTrae Flat Plate or Drill -Tec"' AccuTrace Recessed Plate installed through the base sheet and insulation in 3 rows 12" o.c. 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® #80 Ultima' Base Sheet, Ruberoie 20, Ruberoie Mop Smooth 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) Drill -Tec' #12 Fastener, Drill -Tec"' #14 Fastener or Drill -Tec"' XHD Fastener and Drill -Tec"' 3" Steel Plate, Drill -Tec"' AccuTrace Flat Plate or Drill -Tec"' AccuTraco Recessed Plate installed in 4 rows 12" o.c. 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 Limitation #7) Drill-TecT" #12 Fastener, Drill -Tec' #14 Fastener or Drill -Tec" XHD Fastener and Drill -Tec"' 3" Steal7lald 3n?ta1ed%r4u$hh Od base sheet and insulation in 4 rows 8" o.c. One row i,q in the 2&.'*941d* lap : &e ether 3 rows are equally spaced approximately 9" o.c. hi the ftld of tlht sheet - - - (Maximum Design Pressure —75 psf. See General Limitation #7) . ••• •e• •e• ... . • • • • • e •• • • • •• • • • • • •e • • • • •• • • ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 23 of 29 Ply Sheet: (Optional, required when using Ruberoid® 20) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPly"' 6 sheet or GAFGLAS® #80 Ultima` Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20401bs./sq. Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, RoofMatch7 APP Modified Granular, Ruberoid® EnergyCap'- 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 -Weld" Plus, Ruberoid® SBS Heat - Weld Plus FR, Ruberoid® SBS Heat -Weld' 170 FR, Ruberoid® EnergyCap'M SBS Heat -Weld's Plus FR, Ruberoid® SBS Heat -Weld' Granule, Ruberoid® SBS Heat -Weld'' Smooth and Ruberoid® SBS Heat -Weld' 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 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap"' 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 applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options .. . . . . . ••• •• ... . ... . . . ... . • .. . . • . . ..• .. .... 0.0 . ... ••• :of ••• . • • • • • • • • • • • • • • • •• • • •• • • • • •• • NOA No.: 14-0611.01 ... ... Expiration Date: 11/06/15 ' Approval Date: 11/06/14 ' Page 24 of 29 .. .. . . . .. .. . . . ... . . . ... ;J WOOD DECK SYSTEM LI [TATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly ' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/a" DensDecV Roof Board or '/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 121bs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force fl 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 Oficial, 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 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 (tpe!V�nete�,: x4nded corners and corners). (When this limitation is specifically refelTedMithid tDiCN Pil agneral 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 61G20-3 of ft*Vl&t& A&fitni1AJtive'( adg! END OF f1ffi.AC*C$t1iA&(U ••• • • • • • NOA No.: 14-0611.01 • • • • • • • „• • • • Expiration Date: 11/06/15 :: •: : : : Approval Date: 11/06/14 • • : : : • •: Page 29 of 29 16 on: — One or more mposite, phenolic, 1l/z-fr�.;�; r Base Sheet: — One or rr _y ( - �... > , PI Sheet O "' p' r �)- ptional): — �-, Membrane: — One or FROM (Smooth or Granules w - _7 T a^eute Plus" or Surfacing: — "Kam' _ a ass 10 -ti S. Deck: NC Incline: ;2 Base Sheet (opftnaq.. -OneOr more Plies Type GI or Type G2 or Type G3. Membrane: -- ; zr acme Pdjes °Ruberoid@ Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus." Surfacing ( i): —Karnak "No. 97" or "169" applied at 1 ft2. to 3 901/100 -fie or Grundy Ind. "20 F Emulsion" applied at 3-ga ,00- � 6. Deck: C-15/32 Incline: 1/2 Insulation: — One or more layers perlibe, glass fiber, /4-n, minimum composite, lV2-in. mintmu:ri.,� POi iso cyanurate, urethane, perlite/polyisocyanurate Base Sheet (Optional): — One or more plies Type G1 or Type G2 or Type G3. Membranes — One or more plies "Ruberoid® Torch -.(Smooth or Granule) or °Ruberotd® Torch Granule Plus" or °Ruberoidg amcpt (Smooth or Granule) or "Ruberotd® Mop Plus Granule. Surfacing: — Gravel. 7. : C-15/32 Incline: 1/2 Insulation (Optional): — One or more layers periite, wood fiber, glass fiber, composite, Peritte/urethane composite, woad fiber/Polyisocyanurate comnum, urethane, PerIftWPolyisocyan;srafe Base Sheet: — Two or more plies Type G2 or Type G3. posite.po lyhocya Ply Sheet (Optional): — One or more Plies Type GI. Membrane: — One or more plies "Ruberoid@ Torch" (Smooth or Granule) or "Ruberofd® Torch Granule Plus" or "Ruberald� , � (Smooth or Granule) or "Ruberoid® Mop Plus Granule." Surfacing: — "Karnak No. 97" applied at 1% to 3-gal/100-ft2 or gravel. S. Deck: NC Incline: 1/2 Insulation: — One or more layers perifte, glass fiber, 3/4 -in. minimum Per&Wurethane composite, 1'h in. minimum. - - - PotYisocyanurate, urethane, perlRe/P01YISOCyanurate composit., M� t" Sheet ( Otlonaine or '—•Ole Or more plies Type Gl or Type G2 or Type G3. (Smooth or Granule) or "Rubere Proid® Mopmpd G orchn Soh or Grane�pule) or "Ruberold@ Torch Granule Plug„ or ,•Ru�� Mop" Surfacing: —. Grundy "AL MB Aluminum Roof Coating" applied at 1 to 2-gal/100-it2. 9. Deck. C-15/92 Incline: 1/2 Insulatlon (Olsilan Q,',- One or more lay ees peNite, glass fiber, 3A -In, minimum composite, PeNlte/urethane composite, phenolic, 1% In, minimum. • Polyisocyanurate, urethane, Base Sheet: —One or,more plies Type G2 "GAFGLAS® ik75 Base Sheet", or "Tri P�1i6e/PotYts�Yanurate fastened In place. -Ply® #75 Base Sheet", hot mopped or mechanicatiy Ply Sheet: — One or morg, Plies Type Gi "GAFGLAS@ ChLALor "TN -Pty Pty 4" or "� Ply 6" hot mo Membrane: — "Ruberotd® MOP 170 FR" Or "Ruberoid® Dual FR" or "Ruberold® Mop FR" or" Pped in place. Surfacing (Optional). ___T , Aluminum , Ruberotd® Energycap Mop FR." gal/100-ft2. Coating' applied at 1 h-4ai/100-ft2 or "GAF Weather Coat Emulsion" applied at 3- 10- Deck: C-15/32 Incline: V2 Insulation (Optional): — PeNite, fiber glass, _ Base Sheet: — One or more layers Type G2 ° AFGL cyanurate, urethane or GAFGtAS® #75 Base Sheet" ori�Ply®��aBase " Mineral et (Optional).- Cap Sheet" e 'Tri -ply Mineral Surfaced Cap Sheet° hot mopped or mechanical fastened Type G3 GA�LAS@ Ply Sheet (Optional): —One or more�ppt�ps Type GI, hot mopped in place. Membrane: — "Ruberold® Mop 170 FR" or "Ruberolft Dual FR" or"" 11. Deck: C-15/32 Ruberold® Mlbp FR or "Ruberold® EnergyCap- Mop FR." Incline: 1J2 Ineulation (Optional): — Perlite, fiber glass: PaYtsocyanurate, urethane or Of 6 -In. from Plywood deck joints. PeNlte/polylsocyanurate compogT, butt offset a rnir+irnurn Base Sheets S One or more plies Type G2 "GAFGi AS(� .p75 Base Sheet or "Tri -PI *75 Base Sheet" or T ° Surfaced Cap Sheet" or 'Tri -Pty® Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened, Ply Sheet (Optional): — One or more lies T Type G3 GAFGLAS rn3ir S Membrane: — One ply "Ruberoid® Torch Sn=thGor "Rum in place. Smooth Plus" or "ituberold® Dual Smooth.. Map Smoottn° or °ttuberoid® No Smooth 1.5" or "RuberoidgP Miembrane: — One ply "Ruberotd® Mop 170 FR" or °ituberoid® Dual FR" or "puberoid ® Mop Flt" or °tiuberoid® EnergyCap . Mop M. 12: Derck: NC Incline: 1 Insulation (Optional): — Perilte, fiber glass, wood fiber, Polyisocyanurate, urethane or Penlite/PolYlgocYamrrate composite.