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RF-15-1284 1 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237615 Permit Number: RF-5-15-1284 Scheduled Inspection Date: July 20, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: DAMSEAUX,VERONIQUE Work Classification: Flat Job Address:50 NE 110 Street Miami Shores, FL 33161-7044 Phone Number (305)975-8423 Parcel Number 1121360040360 Project: <NONE> Contractor: ARCON ROOFING Phone: 954-753-3100 Building Department Comments reroof 400 sq ft flat deck with 1.5" Infractio Passed CommentsINSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-235596. ROOF OK Missing uplift test Failed 7- AE9 6;7 Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 17, 2015 For Inspections please call: (305)762-4949 Page 16 of 35 5$ORF,S Miami Shores Village Eggs Building Department 10050 N.E.2nd Avenue a '� Miami Shores, Florida 33138 �l0RID Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# ,Z 11-5- DATE: �/ ,Z INSPECTION AFFIDAVIT licensed as a(n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: ( �'C U S 76 7 -7 i Z XI did personally inspect the roof deck nailing and- On or about W/'/,-, (Date&time) / work at s� 5`�arcGs (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) x�� Signature State of Florida County of Dade: The undersigned, being the first duly swom,deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 22- day of n e- MARIA LE ICO Notary Public, Sate of Florida at Large ;�2 ,' '' Notary Public-State of Florida My Gomm.Expires Jan 11,2016 Commission#EE 139865 Bonded Through National Notary Assn. 'General,Building,Residential,or Roofing Contractors or any Individual certified under 488 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 Revised on 5/21/2009 t p r C- A T. L A B, N7 +C:. Ti July 15, 2015 Arcon Roofing 2280 NW 16 St Pompano Beach, FL 33069 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY CLIENT: 50 NE 110 St Miami Shores, FL Permit#: RF 5-15-1284 Property ID#: 11-2136-004-0360 Date inspected: July 14, 2015. Date completed: June 23, 2015 Roofing Contractor: Arcon Roofing Carlab, Inc Project # 15-8100 Testing lab Certificate #: 09-0127.04 Dear Sirs, In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was estimated to be less than a total of 18' tie in area, and the mean height of the roof is less than 30 feet above ground surface. The type of the used for this project was reported to be Concrete / Clay Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please find a copy of our test report for your review. Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. l��sr�c6tfuP°�s't�brrl�t' ;- NS ' � 3 ; l,% J- � enbio � 613: `ORI i Eli:llfll-Y• ii 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 TILE UPLIFT TEST FOR RESIDENCE 50 NE 110 ST Miami Shores, FL Project#: 15-8100 Test Test load Test Test Test load Test Test Test load Test (lbo Status (lb fl Status (lbf) Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 s N N Z LJ J U U N it �- -� -1- + I FLAT ROOF 18' LONG TIE IN LEGEND + FIELD TEST — PERIMETER TEST o CORNER TEST i C A R LA B I NC. FS61S11R .ASD PLV�SFRI C FR4 'FLF-I(All Of .-\1111OR1/.-1IO\1;411) K. \L"11,11 ttlbi 'CII: A\: 109 2_,0418 APPROX. R❑❑E TEST L❑CATI❑NS AND DIMENSI❑NS 0 �enO1S y, Miami Shores Village �sf 10050 N.E.2nd Avenue NE Miami Shores,FL 33138 0000RO_ Phone: (305)795-2204 zj ' � �7-77 �C6RlDII' - 111110 iot , ' , Expiration: 12/1612015 Project Address Parcel Number Applicant 50 NE 110 Street 1121360040360 VERONIQUE DAMSEAUX Miami Shores, FL 33161-7044 Block: Lot: Owner Information Address Phone Cell LfVER.ONI.QUEE DAMSEAUX 50 NE 110 Street (305)975-8423 MIAMI SHORES FL 33138- 50 NE 110 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,500.00 ARCON ROOFING 954-753-3100 Total Sq Feet: 400 Type of Work:Re Roof Available Inspections: Additional Info:reroof 400 sq ft flat deck with 1.5 Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Review Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-5-15-55746 CCF $3.00 06/19/2015 Check* 1154 $224.50 $550.00 DBPR Fee $3.75 DCA Fee $3.75 06/19/2015 Check#: 1153 $500.00 $50.00 Education Surcharge $1.00 05/28/2015 Check#: 1140 $50.00 $0.00 Permit Fee-New Roof $250.00 Bond#:2757 Scanning Fee $9.00 Technology Fee $4.00 Total: $774.50 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 zonin uthermore, authorize the above-named contractor to do the work stated. � June 19, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 19,2015 1 I - Miami Shores Village • lla e 6 Building Department- 114 M 2 8 2W5 `Qa 1 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 !�Q Tel:(305)795-2204 Fax:(305)756-8972 I INSPECTION LINE PHONE NUMBER:(30S)762-4949 LY=- b'4 FB-C 201 0 BUILDING Master Permit No.F5 - 12-9 PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC EeROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-]PLUMBING ❑ MECHANICAL [-]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: lir6 // 6 JS City: Miami Shores County Miami Dade Zip 32 ,14 / Folio/Parcel#:_ 213 G u is V 6 3 G O Is the Building Historically Designated:Yes NO A. Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):_44 e, N J c l e �s Phone#: 3e 7.3 Address�j., City: /'�/�'1'Ji -r�a�-S State: zip:---3J ,/ L/ Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �OrG �jn s Phone#: � Jif f,;7y l!'Plot - Address: �- �/ Gxj /G a t' / City: d /-fa -State: � Zip: 33c) & !9 Qualifier Name: /_ �,lLl ew-/„ Phone#: ' State Certification or Registration#: C e(_0,S_7 G �� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Uv Value of Work for this Permit:$ 4(S Square/Linear Footage of Work: �ly C' Type of Work: ❑ Addition ❑ Alteration ❑ New 2Repair/Re lace ❑ D p Demolition Description of Work: /G�9 Z14 6 S f 11=f /. -I- Specify Specify color of color thru tile: -' r Submittal Fee$1,:;0 , "`' Permit Fee$ s x-�1 , M CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$I t ' TOTAL FEE NOW DUE$ moi' (Revised02/24/2014) -q 211 r Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zohing. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat a �/ Signature Q �^ Xe. ` J OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this - -2/ day of20 /-[ , by -L day of 20 by KP24N e:6- b meo-C.-Aiho is personally known to who is personally known to me or who has produced �� as me or who has produced /Ply as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:g Sign: MARIA TALERICO Print: "�°° ' a<'-. Print: .�rrrr�•r, - a * * MARIA�A�El;lle8 Notary Public-State of Florida Seal: _'' + ' MY Comm. Expires Jan 11,2016 Seal: - q + }°` Commission#EE 139865 '- ' + ' MY Comm.Expires Jan 11,2016 Bonded Through National Notary Assn. ' ; t°Pd Commission#EE 139865 rrrr rrr� �P�� Bonded Through National Notary Assn. APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014i 5/26/2015 Property Search Application-Mimi-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On:5/26/2015 Property Information Folio: 11-2136-004-0360 Property Address: 50 NE 110 ST Owner VERONIQUE DAMSEAUX Mailing Address 50 NE 110 ST MIAMI SHORES,FL 33161-7044 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 2,204 Sq.Ft Living Area 1,780 Sq.Ft Adjusted Area 1,905 Sq.Ft Lot Size 9,300 Sq.Ft Year Built 1947 Taxable Value Information 2014 2013 2012 Assessment Information County Year 2014 2013 2012 Exemption Value $50,000 $50,000 $50,000 Land Value $155,872 $88,004 $75,848 Taxable Value 1 $192,479 $188,896 $195,253 Building Value $129,159 $129,159 $145,137 School Board XF Value $21,480 $21,733 $24,268 Exemption Value $25,000 $25,000 $25,000 Market Value 1 $306,511 $238,896 $245,253 Taxable Value $217,479 $213,896 $220,253 Assessed Value 1 $242,479 $238,896 $245,253 City Exemption Value 1 $50,000 $50,000 $50,000 Benefits Information Taxable Value 1 $192,479 $188,896 $195,253 Benefit Type 2014 2013 2012 Regional Save Our Homes Cap Assessment Reduction $64,032 Exemption Value 1 $50,000 $50,000 $50,000 Homestead Exemption $25,000 $25,000 $25,000 Taxable Value 1 $192,479 $188,8961 $195,253 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sales Information Board,City,Regional). Previous OR Book- Sale Price PageQualification Description Short Legal Description 07/01/2007 $482,500 25801-4410 2008 and prior year sales;Qual by exam COLLEGE HEIGHTS PB 42-8 of deed LOT 5 BLK 2 04/01/2005 $500,000 23327-4113 2008 and prior year sales;Qual by exam LOT SIZE 75.000 X 124 of deed OR 17587-1828 0397 1 COC 25801-4410 07 2007 1 03/01/1997 $119,500 17587-1828 2008 and prior year sales;Qual by exam of deed 04/01/1993 $95,000 15887-0393 2008 and prior year sales;Qual by 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/disciaimer.asp Version: Miami Shores Village soil NUN" Building Department $off 10050 N.E.2nd Avenue �IOItIDp' Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL 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, FI 33138, Re: Owner's Name: Property Address: Roofing Permit Number: Dear uilding Official: I ,rr r certify that I am not required to retrofit the roof to wall connections of my b�uildiinn because: _ ❑`The just valuation for the structure forur ose of ad valorem taxation p p on 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) Z:;mat Print ame State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this .2 f day of K! y MARIA TALERICO Notary Public-State of Florida Notary Public, Sate of Florida at Lah4y Comm. Expires Jan 11,2016 = ,F o Commission#EE 139865 Ok When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00, 4§14. • SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall Connection Hurricane Mitigation. Revised on 5/21/2009 ROOF ' SB R FTOP STRUCTURES �� MAY 2 2015 Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. Section A(General Information) Cflpmimy Process No. Contractor's Name /4 2e Job Address .S-G ,� ,� //O .71 ROOF CATEGORY xLow Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile : . 0000 0000.. 13 Asphaltic Shingles E3 Metal Panel/Shingles C3V4oe1.S'hinglea/Shakes .• . . 0000.. .. . 000000 . .escriptive BUR-RAS 150 000000 t • 0000.. : •, 0000 00 0 0 0 ROOF TYPE . • 0000 ..• 00000 000000 00 . .0000 0 New Roof Reroofing ❑ Recovering ❑ Repair •••••• ❑ Mailtenance•••••• 000000 . 00 ROOF SYSTEM 0 . . . . 000000 INFORMATION :••0 0• • . 000 000000 Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(So••• Section B (Roof Plan) Sketch Roof Pian:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. : I C i : > J I 10 i f 15.34 2010 FLORIDA BUILDING CODE—BUILDING rti ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 Mgh-Velocity Hurrlcane Zone Unlform Permit Application Form. nn Section C(Low Slope Application) Surfacing: f� Fill-in specific roof assembly components and identify manufacturer Fastener Spacing for An Sheet Attachment: (if a component Is not used,Identify as"NA") Field: "oc ® Lap,#Rows Q 9 "oc System Manufacturer. t Perimeter: "oc @ Lap,#Rows 32 oc Product Approval No.: Corner: S "oc 0 Lap,#Rows y s "oc Design Wind Pressures,From RAS 128 or Calculations: -� Number of Fasteners Per insulation Board: i P1.7 P2 /, 7 P3Iy Max.Design Pressure,from the specific Product Field YI'4 Perimeter Approval system: S.2_ Illustrate Components Noted and Details as Deck: � �J Applicable: Type: W0j Woodblocking,Gutter,Edge Termination,Stripping, Flashing,Continuous Cleat,Cant Strip,Base Flashing, Gauge/Thickness -S6" 6yxcl Counter-Flashing,Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Slope: _ Base Flashing,Component Material,Material Thickness, �J� Fastener-type,Fastener Spacing or Submit Manufactur- Anchor/Base Sheet&No.of Ply(s): ers Details that Comply with RAS 111 and Chapter 16 i, AncseShe t F r riding Material: At the tie-in between the flat and the sloped roof - Arcon will use 16", 26 gauge valley metal in a bed of roof cement and nailed accordingly both in both insulation Base Layer: /-r-O Base Insulation Size and Thickness: z FT, _ Base insulation Fasten-er/Bon in Maters A 04?7' Parapet Height Top Insulation Layer: Top Insulation Size and Thickness:- y� Top Insulation Fastener/Bonding Material: Mean ,C Roof Bass Sheet(s)&No,of Ply(s): P1Y 6101 fVeV74 Height Base Sheet Fastener/Boning Material ovs� G�t�- Ply Sheet(s)&No.of Ply(s): Ply Sheet Fastener/Bonding Material: octse Top ply (Q�fiA� COQ �IC�� 0) Top Ply Fastener/Bonding Material: CHAPTER 15, SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 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 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 agreement between the owner and the contractor. The owner's initials in the designated space indicates that the item has been explained. . Aesthetics-workmanship: The workmanship provisions of Chapter 15 (High-Velocity Humc.=Q Zone) are for the purpose of providing the roofing system meets the wind reysistapce and k4gt& 6066:6 intrusion performance standards. Aesthetics (appearance) are not a consid2,fpflop with respect 6 to workmanship provisions. Aesthetic issues such as color or architectural appr- ypvice,Mgt br& .606:0 not part of a zoning code should be addressed as part of the agreement bgW49g the owner and the contractor. 6 6 6 6 6 0 6 . .. . 2. Renailing wood decks: When replacing roofing,the existing wood roof decK pZ66p6x have fp..be.b .6 6 6 0 renailed in accordance with current provisions of Chapter 16 (High-Velocity.HWricone Zones; 06:6.6 of the Florida Building Code, Building. (The roof deck is usually concealed prj •tcAemoSag the exipr sting roof system.) • 3.Common roofs: Common roofs are those which have no visible delineation I�etvJed-n neigh.bocing units (ie., townhouses, condominiums,etc.). In buildings with common roofs,the roofing cvnlr'dctor and/or owner should notify the occupants of adjacent units of roofing work td1d performed,0 0 Exposed ceilings: Exposed,open beam ceilings are where the underside of the roof decking.oan . 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 owner provides the option of maintaining this appearance. Z5. 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. 6. Overflow 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 not provided. It may be necessary to install overflow scuppers in accordance with the requirements of:Chapters 16 and 16 herein and the Florida Building Code, Plumbing. 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.. Exception: Attic spaces,designed by a Florida-licensed engineer or registered architect to eliminate the attic venting,venting shall not be required. RI 21 t-If Z)& 4 O er's/A ignature ate Contractor's Signature Form AB-326(Page 2 of 7) New 3/16/09 { f MI®DIADS MIAMI-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) www.miamidade.eov/economv 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 FER•-6 Product Control Section to be used in Miami Dade County and other areas where allo4ed by the AuMdrtt�y Having Jurisdiction(AHJ). •• •• • 606.96 This NOA shall not be valid after the expiration date stated below. The Miami-Dade C'ounly product :••••: Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade.*�eunty);6•�0• 0 0 0 •• reserve the right to have this product or material tested for quality assurance purposes.Jf 1jiOs•product pr. .6;6 6• material fails to perform in the accepted manner,the manufacturer will incur the expense'of6s�'uch to%Ix 6' and the AHJ may immediately revoke,modify,or suspend the use of such product or rnateviai within their • jurisdiction. RER reserves the right to revoke this acceptance,if it is determined by Mtaml-Dade 4MI• •••••• Product Control Section that this product or material fails to meet the requirements of*ie aIWicablt ;...6; 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 Conventional Built-Up Roof Systems 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 renews and revises NOA No. 13-0424.09 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. .�J NOA No.: 13-1022.15 MIAWDADE COUNTY Expiration Date: 11/04/18 ' Approval Date: 11/06/1.4 Page 1 of 16 7 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 11: Wood, Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieldo Fire-Resistant Roof Deck Protection or (optional) Securock®Gypsum Fiber Roof Board. Anchor sheet: GAFGLAS®#80 UltimaTM Base Sheet, GAFGLAS® Stratavent®Eliminator?:N'itable Venting Base Sheet,Ruberoid®20,Ruberoid®SBS Heat-Weld':Smooth or Ruberoid®Heat_%• Weld'25 base sheet mechanically fastened as described below- •• ••• • Fastening Options: GAFGLAS®Ply 4,GAFGLAS®Flex P1yTM 6,GAFGLAS#7519;9Sheet or an�of abo4&...: anchor sheets attached to deck with approved annular ring shank na*);s•and tin osp�•ata • fastener spacing of 9" o.c. at the lap staggered and in two rows 11';p',ci in the J-Lelo. •• (Maximum Design Pressure—45 psf. See General Limitation #.7)• • .. .. . ...... GAFGLAS®Ply 4, GAFGLAS®F1exP1yTM 6, GAFGLAS®#75 E e:gheet or any Qf abovg..„� anchor sheets attached to deck with Drill-TecTM#12 Fastener, 130i11-Tge #1thaSt 1her and Drill-TecTM 3" Steel Plate, Drill-TecTM AccuTrac®Flat Plate or Ini11-�e�TM Acw rac® :"'•: Recessed Plate 12"o.c. in 3 rows. One row is in the 2"side lap. The other ros aral�equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation #7) GAFGLAS F1exPlyTM 6,GAFGLAS®#75 Base Sheet or any of above anchor 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 UltimaTM Base Sheet,Ruberoid®20, Ruberoid®Mop Smooth, base sheet attached to deck with approved 1'/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 anchor sheets attached to deck with Drill-TecTM #12 Fastener,Drill-TecTM#14 Fastener and Drill-TecTM 3" Steel Plate,Drill-TecTM AccuTrac® Flat Plate or Drill-TecTM AccuTrac®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 Limitation #7) Any of above anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM 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.: 13-1022.15 M AMI-DARE COUNTY Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 6 of 16 Fastening Options: GAFGLAS®#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tee" (Continued) #12 Fastener or Drill-TecT"'#14 Fastener and 3"Drill-TecT"3"Steel Plate,Drill-Tec T. AccuTrac®Flat Plate or Drill-TecT"'AccuTrac®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 Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard—Polyiso Insulation,EnergyGuardTRA Polyiso Insulation,EnergyGuardT"'RA Composite Polyiso Insulation Minimum 1"thick •0• N/A 0000 N/A 000000 . . EnergyGuardTM Perlite Recover Board •• 000 • 066.0. .. 6 060..6 Minimum V2" thick N/A 098009 N/A ;0060; rn, 0006 .. . 0 6 EnergyGuard Perlite Roof Insulation • 6666 6 66 66669 Minimum%11 thick N/A 000.0; 000609 Note: All insulation shall be adhered to the anchor sheet in full mopping of approve4vi asphalt within the 6 0 0 EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Sta ►dard:RAS 417 for 6660:0 0 insulation attachment. Composite insulation panels may be used as a top layer placeq with jhe polyisoc000..yanu*$r,0•; side facing down. GAF requires either a ply of GAFGLAS®Stratavent®EliminatorT Perfotated XeiMiQg Bane Sheet laid dry or a layer of EnergyGuardT"'Perlite Roof Insulation or wood fiber overlay board on all isocyanurate applications. Base Sheet: Optional)Install one ply of GAFGLAS®#75 Base Sheet, GAFGLAS®#80 UltimaT'Base Sheet, GAFGLAS®Stratavent'Eliminator T.Perforated Venting Base Sheet,Ruberoid'Mop Smooth,Ruberoid®20,Ruberoid®SBS Heat-Weld TM Smooth or Ruberoid®SBS Heat-Weld TM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq; (see General Limitation#4). Ply Sheet: One or more plies GAFGLAS®PLY 4, GAFGLAS`'Flex PIyT'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 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS®Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapT 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. 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 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. Topcoat®Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options. NOA No.: 13-1022.15 MIAMI•DADE COUNTY Expiration Date: 11/04/18 • ' Approval Date: 11/06/14 Page 7 of 16 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®Flex Ply6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4"DensDeckT`"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.W4hin the EVT range and at a rate of 20-40 lbs./sq.,or mechanically attached using the fastening pattern of tlla wp Layer •••••• 3. All standard panel sizes are acceptable for mechanical attachment. When applied in appf8vad asphaltVanel size •• shall be 4'x 4'maximum. • 4. An overlay and/or recovery board insulation panel is required on all applications overCldWcell foam•insulati"..; when the base sheet is fully mopped. If no recovery board is used the base sheet shall bls a'pjpiied ungesFot • 00 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 ventil*Jio 0 eEncirC U� the ...•. strips is not acceptable.A 6" break shall be placed every 12'in each ribbon to allow c4w.wtilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attAchedsystems shall be ••••:• limited to a maximum design pressure of-45 psf. S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force F' dalue a;.... 'C ) Of'2Z3 jbf., 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13-1022.15 MIAMI-DADE COUNTYM Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 16 of 16 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES + SECTION 1525 HIGH-VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION 0 Florida Building Code Edition 2010 High-Velocity Hurricane Zone Uniform Permit Application Form. o INSTRUCTION PAGE. COMPLETE THE NECESSARY SECTIONS OF .... o THE UNIFORM ROOFING PERMIT •••• • Y f •• • • ••• •� APPLICATION FORM AND ATTACH THE 006.0• •••o 0 0000O?• • ' REQUIRED DOCUMENTS AS NOTED BELOW: .. •. :••«%� • . . • p° o. Roof System Required Sections of the Attachments Requitexi •• •• 6 ::0:44:00. Permit Application Form See List Below*6 6 .• 6 6 6 6 6 6 6 6 6�L6 6 • �ow_Slope Application A,B,C 1,2,3,4,5,6,7 ; ; 6 6 •6;;6 . ------------------- 0..000 Prescriptive BUR-RAS 150 A,B,C 4,5,6,7 • 0.0;0• •• • A,B,D Asphaltic Shingles 1,2,4,5,6,7 • a Concrete or Clay Tile A,B,D,E 1,2,3,4,5,6,7 1 ' Metal Roofs A,B,D 1,2,3,4,5,6,7 Wood Shingles and Shakes A,B,D• 1,2,4,5,6,7 Q ' b Other As Applicable 1,2,3,4,5,6,7 s • o • e ATTACHMENTS REQUIRED: ° 1. Fire Directory Listing Page 2. From Product Approval: 9 Front Page Specific System Description -, Specific System Limitations General Limitations Applicable Detail Drawings 3. 2eBsign Calculations per Chapter 16,or If Applicable, RAS 127 or RAS I i 4. Other Component of Product Approval t 5. Municipal Permit Application I i 6. Owners Notification for Roofing Considerations(Reroofing Only) 1 I 1 � I 7. Any Required Roof Testing/Calculation Documentation • r 2010 FLORIDA 6UILDING CODE—BUILDING 15.33 Q11. 2007 ROOFING MATERIALS ANUWSTEMS DIRECTORY 192 ROOF COVERING MATERIALS(TEVT) ROOF COVERING MATERIALS(TEVT) Roofing Systems (TGFU)—Continued Roofing Systems (TGFU)—Continued Base Coat: "A-38 Series",0.75.gal/sq. "GAFTEMP Permalite Recover Board" maybe used.in lieu of any perlite Second Base Coat: "A-38 Series",0.75 gal/sq. insulation in any of the following NC Classifications. Wear Coat: "A-38 Series",0.75gal/sq plus walnut shells at 0.75 lbs per Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot sq Roofing Asphalt"may be surfaced with"Fireshield MB"at 2.5—3.0 gal/sq. Surfacing: "A-38 Series.",0.75 gal/sq plus walnut shells at 0.75 lbs per Class A,B and C sq. Hot roofing asphalt,for use with organic and glass felts or modified bitumen 46 Deck:NC Incline:3/4 membranes. s ne.ma be used in lieu of Foam: Spray application of 2-in.thick"Pol foam 273" 2.7 lb/ft. ) "Ruberoid Heat Weld" SBS.roofing membra y P Y PP Y ( _ g Surfacing: Spray application of 28 to 347mils"1J78730"(aluminum) "Ruberoid Mop"SBS products in any applicable Classification. !` 47 Deck:NC Incline:,1/2 Class A Insulation: Spray application of 2-in.thick'Tolyfoam 273"(2.7 lb/ft.' 1. Deck:C-15/32 Incline:3 Insulation (Optional): One or more layers perlite, wood fiber, glass Surfacing: Spray application of 28 to 34 mils"U-8782"(ivory) fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ GAF MATERIALS CORP R1306 urethane composite,wood fiber/isocyanurate composite,phenolic,any GAF MATERIALS CORP R 1300 6 thickness. 1361 ALPS RD,WAYNE NJ 07470 Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or "Ruberoid 20" or "Ruberoid Modified Base Sheet"mayy be utilized as an "GAFGLAS Ply 6",hot mopped. j' alternate to Type G2 base sheets in any of the following classifications. Surfacing: Gravel. x 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G-P Gypsum 2. Deck:C-15/32 - Incline:2 t DensDeck®may be used in any existing noncombustible deck Classification. Insulation (Optional): One or more layers perlite, wood fiber, glass When this is done, the resulting roofing system is acceptable for use over combustible(15/32 in.min)roof decks.The joints in the gypsum board and fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite/ overlayment board are offset 6 in.with the joints in the deck.If polystyrene is urethane composite,wood,fiber/isocyanurate composite,phenolic,any part of the roof system,it must be placed below the overlayyment board. thickness. ' Also,multiple plies of"GAFGLAS Ply 4"or"Ply 6"may be adhered to G-P Ply Sheet: Three or more layers Type Gl "GAFGLAS Ply 4" or d'�11 Gum DensDeck®in hot asphalt. "GAFGLAS Ply 6". T"EnergyGuard Ultra"is an acceptable alternate to "EnergyGuard"in any Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap applicable Classification. Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". 'GAF Stratavent Eliminator Venting Base Sheet(Nailable)"may be mechani- ' tally attached or hot mopped over noncombustible decks and as a recover over 3. Deck:NC Incline:2 existing roof systems. Insulation (Optional): One or more layers,perlite, wood fiber, glass GAFGLAS Perlite Insulation may be utilized as a cover board over"EVER- fiber,'isocyanurate, urethane, perlite/isocyanurate,composite, perlite/ + GUARD"insulation in any of the following systems. Iurethane composite,wood fiber/isocyanurate rorrmposite,phenolic,2 in. Unless otherwise indicated, the roof insulation is mechanically fastened, max. adhered with hot mopping asphalt or urethane insulation adhesive.Polysty- Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4"or"GAF- a` rene reference in any of the following Classficatons include"ENERGuard EPS GLAS Ply 6". Insulation". Cap_Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap References to glass fiber insulation include "EnergyGuard Fiberglass Insu- Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". latiori. 4. Deck:NC Incline:1/2 ,+ ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers"J:kerm R",4 in.max,hot mopped;, Type G2 aspphalt glass mat base sheet ("GAFGLAS #75 Base Sheet" or Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber "GAFGLAS#80 ULTIMA")is a suitable alternate for Type Gl as halt glass H; " mat system. k�l fiber ply sheet("GAFGLAS Ply 4"or GAFGLAS Ply'6")in the C ass A,B or 5. Deck:C-15/32 Incline:1 C roof systems indicated below. I The roof deck may first be covered with a Type G2 asphalt glass mat base Slip Sheet(Optional): Red rosin paper,nailed to deck. sheet"GAF Stratavent Eliminator Venting Base Sheet(Perforated)"or"GAF Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet" (may be Stratavent Eliminator Venting'Base Sheet (Nailable)". Perforated to be nailed). i; mopped and nailable to be mechanically attached granule side down.: Ply Sheet: One or more layers Type Gl"GAFGLAS Ply 4"or GAFGLAS As an,option Type G2 asphalt glass mat base sheet ("GAFGLAS#75 Base Sheet","GAFGLAS#80 ULTIMA"or"GAF Stratavent Eliminator Venting Base Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced CaF g' Sheet (Nailable)" may be substituted for.Gl asphalt glass fiber ply sheet Sheet"or"EnergyCap Mineral Surfaced Cap Sheet". ("GAFGLAS ply 4" or ':GAFGLAS Ply 6" ) as the nailed'base ply in the Deck:NC Incline:3 following systems. Base Sheet: One layer Type G2"GAFGLAS#75 Base Sheet". Bottom ply or base sheet may be solid'mopped,spot mopped or mechari Ply Sheet: One or more layers Type Gl "GAFGLAS Ply 4"or"GAF {{ Cally fastened. 1{ Unless otherwise indicated,all insulations may be hot mopped or mechani- GLAS Ply 6". !t1 tally fastened. Cap.Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced CaF "GAFGLAS Flashing"or"Ruberoid"may be used for flashing in any of the Sheet"or"EnergyCap Mineral Surfaced Cap Sheet Class A,B or C systems listed below. 7. Deck:C-15/32 Incline:2 When"perlite"is referenced,this includes"GAFTEMP P:ERMALITE®" or Insulation: One or more layers perlite, glass fiber, isocyanurate, ure IY� any other UL Classified perlite insulation. thane,perlite/isocyanurate composite,perlite/urethane composite,phe lq( Crushed stone or slag are suitable alternates for gravel in any of the Class A, nolle,1.0 in.min(offset from plywood joints 6 in.). B or C systems listed. Base Sheet: One or more layers Type Gl,G2 or G3. Membrane: One or ( . Structural cement fiber building units are considered suitable to be included MbOmore layers"Ruberoid Torch"(Smooth or Granule) + , as a deck in the following Class A,B or C systems listed over C-15/32 or NC. Y The use of gypsum board under any of the following Class A,B or C systems "Ruberoid Torch Plus"(granule),"Ruberoid Mop"(Smooth or.Granule Y does not adversely effect the rating'.The use of 1/2 in.min gypsum board is an or"Ruberoid Mop Plus"(granule). j' acceptable alternate for insulation over C-15/32 decks. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" o The use of polystyrene insulation board between min 3/4 in.perlite board "EnergyCap Mineral Surfaced Cap Sheet",hot mopped. and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a 8. Deck:C-15/32 Incline:2 suitable alternate for isocyanurate board in the following Class A, B or C Insulation (Optional): One or more layers perlite, wood fiber, glas %i systems. fiber, isocyanurate, urethane, perlite/isocyanurate composite, perlite BMCA EnergyGuard RA","BMCA Tapered EnergyGuard RA"and"BMCA urethane composite,wood fiber/isocyanurate composite,phenolic,an EnerpGuard RA may be substituted for any Atlas polyisocyanurate insula- thickness. tion in any of the following Classifications. Base Sheet: Two or more layers Type G2 or G3. Trumbull"Perms Mop"may be utilized with any of the following"Asphalt Roofing Asphalt". Ply Sheet(Optional): One or more layers Type Gl. Felt Systems with Hot GAFGLAS#80 Premium Base She may be used in any of the following Membrane: One or more layers"Ruberoid Torch"(Smooth or Granule systems. "Ruberoid Torch Plus"(granule),"Ruberoid Mop"(Smooth or Granuli �'' "GAFGLAS Flex Ply 6"is a suitable alternate to"GAFGLAS Ply 6". or"Ruberoid Mop Plus"(granule).