Loading...
RF-17-912 PCO#A[0. `yN°mss yet Miami Shores Village Permit ToRoof 10050 N.E.2nd Avenue NE � M� C�tClaSsrfeeta Plat Miami Shores,FL 33138-0000 Permit'Status,:APPROwar, yrP— � Phone: (305)795-2204 �CORNp' ' Iu+ 2017 Expiration: 10/01/2017 Project Address Parcel Number Applicant 145 NE 101 Street 1132060131940 PHILIP&LISSET KEATING Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell PHILIP&LISSET KEATING 145 NE 101 Street (305)336-1715 li MIAMI SHORES FL 33138- 145 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 6,800.00 JOHN BUSTA ROOFING INC (305)219-9699 Total Sq Feet: 450 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF FLAT ROOF DECK ONLY Inspection Type: Classification:Residential Tin Cap Scanning:3 Final Roof Roof in Progress Renailing Affidavit Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 Invoice# RF-4-17-63662 CCF $4.20 04/04/2017 Check#:2079 $50.00 $727.70 DBPR Fee $3.75 DCA Fee $3.75 04/04/2017 Check#:2080 $727.70 $0.00 Education Surcharge $1.40 Bond#:3362 Permit Fee-New Roof $250.00 Scanning Fee $9.00 Technology Fee $5.60 Total: $777.70 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructionFuthe re,I authorize the above-named contractor to do the work stated. _ F April 04,2017 Authorized$Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 04,2017 1 Reileh Engineering Corp. O V I (Consulting Engineer) \ 2370 Southwest 123rd Avenue Miami,Florida 33175-1174 Tel:305-823-8008/305-397-6414 ENGINEER Fax:305-823-3300/305-884-8834 Website:www.reilehengineering.com April 25,2017 J� John Busta Roofing 300 Northeast 91 Street /( Miami Shores,Florida 33138-3130 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 145 Northeast 101 Street Miami Shores,Florida Information provided by client. Permit Number: RF-4-17-2017 Date Completion: April 18, 2017 Roofing Contractor: Jolm Busta Roofing Project Number: 17-0441 (Testing Laboratory Certificate#11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test for the perimeter tiles around the rear flat roof 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 less than 10000 square feet,and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Spanish"S" Santa Maria Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection,the entire area of the roof was examined for loose tiles. Not less than one(1)file in ten(10)of all components in the field area and one(1)tile in five(5)of all tiles in the perimeter and comer areas were physically exwnined. A minimum of one(1)test per every two(2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we';conclude that`4he is stallation o€the roof tile at the above'referenced project meets the test requirement outlined rn t1iWtl above-mentioned protocol. Attached please find *copy of our test report oryourireview.l . . Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation o ad.Sonny Salleh,P.E.49014 Project Manager TILE UPLIFT'TEST Residential Home 145 Northeast 101 Street Miami Shores,Florida Submittals: Cover Page Page 2 thru 3 of 3 Drawing 17-0441 Reileh Engineering Corporation—Project Number-17-0441—Page 2 of 3 Report of TILE UPLIFT TEST for Residential Home 145 Northeast 101 Street Miami Shores,Florida Project Number: 17-0441 Test Number Test Load Obo Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass Test 1-7 Perimeter Reileh Engineering Corporation—Project Number-17-0441—Page 3 of 3 3a . 3 2 r F LAf POOP a � 5 / 7 NUM Of T�5f MRIMM a 100 5F O lana CAP t5f LOCAWN FEW 0 COW a 0 5r, ROMN COUR 0 PRIM ER 1715fAka,a- 5' L � 11,� MNOM5 L 1U f; TL15 CAC' 0 COUP ASA s VX 5' A"OX.ROOF T5f LOCA110N5,MA5, AW t71WN51ON5 R�s` Miami shores Village lolls Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 rl1 Fax: (305) 756.8972 RE: Permit#k�l q, 7,0/a DATE:—017Z' 0Z'1--' /7 INSPECTION AFFIDAVIT licensed as a ( Contractor Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: CC C Owe®4/Z19 On or about , I did personally inspect the roof deck nailing (Date&time) work at ^�5/(/ _ /0/ � - (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of ,J/, Z0/7 � ^ � X Pi' sANDRAAPNV BWA w �p Notary Public, Sate of Florida at Large "`�'�. MYCO ISSIONW16s12o EXPIRES:September 14,2010 Bonded Trru NotaryPubk Undenrdtm 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#dearly shown marked on the deck for each inspection De k—A loll,n14nnn4eicn4nnnn Miami Shores Village �,> Building Department APR 04 2017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 — INSPECTION LINE PHONE NUMBER:(30S)762-4949 nFBC-210 p BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 10B ADDRESS: ! 7 &E /®z 'ST, City: Miami Shores /� County: Miami Dade Zip: Folio/ParcelM/L 32-06- 013 , l Y� Is the Building Historically Designated:Yes NO JC Occupancy Type: Load: n/C/onsstrructionnn Type:/ !/ Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): f �7��d P J`-�A! I/V6 Phone#: Address: -A45/0"/ City:AA///I c 1® � State: /�� Zip: 513 9 Tenant/Lessee Name: Jl'lf� Phone#: Email'�2/' o ✓-������FOX/(/ 1�t/�i ��/� CONTRACTOR:Company Name: JJe— &L,57 /C� Phone#:,? Address: p�.N�F y/ csz:, / City —State: `- Zip: Qualifier Name: d �f (Phone#: State Certification or Registration#: , � '®�9©4 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: —State: Zip:: Value of Work for this Permit:$ Square/Linear Footage of Work: `S� 6�<1,147 Type of Work: ❑ Addition /�s❑ Alteration ❑ New ® Ree/pair eplace ❑ Demolition Description of Work: &= L�-/�l�r���I�i�� ®/V L�Z Spocify color of color thru tile: /,11A Submittal Fee$ I Permit Fee$ Z 5® CCF$ • ZO CO/CC$ Scanning Fee$ 9 Radon Fee$ 3 DBPR$ 3 JS Notary$� Technology Fee$) Training/Education Fee$ I • 4 o Double Fee$ Structural Reviews$ Bond$ E)00 TOTAL FEE NOW DUE$ 2-27 • I O (Revised02/24/2014) 7 z7 . 70 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 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 certied 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 reins ction fe will be charged. Signature nature OWNER or AGENT CONTRACTOR The foregoing instrument was_acknowledged before me this Th fore/going instrument was acknowledged before me this <�day of // 20 by �"-/ day of i/2/�Z ,20 19 by Awl,- /Z6 who is personally known to ®,4/rl/ who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Si n. Sin g g • Print: Print:6AIM4 AAIAZ e-Ll,7AQ Seal: '. �.,, Seal: ,,tii1r6` SANDRA, Y��sv, SANDRA ANN BLWA BIOTA MY COMMISSION i FF 158120 , *` My C SlON 0 FF 159120 EXPIRE EXPIRES:September 14 2018 September 14 2018 7,� ., Q:• Banded TAru� f Be Tlru Nagy Pubit Umwwftm 9P tk••• Public Umie s APPROVED BY �� r Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) sass atow"M Miami shores Village Building Department ' iR{Jl 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 Notice to Owner —Workers-' Compensation Insurance Exemption w IN Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt ifi 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under thus workers' compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to..work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKN WL.EDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENT Signature: ow er State of Florida County of Miami-Dade The foregoing was acknowledge before me this;./day of /�Ag�e& _220U By #OWI UP k- i4 Ti y-6 who is p& onalkx lcnnwn tome or has produced as identification. Notary: ' SANDRA ANN NWA SEAL: =.'; MY COMMISSION 4 FF 159120 .: EXPIRES:Septembw 14,2D18 .. BtMed TMu Wary Pude Ua4nm&em John Busta Roofing, Inc. 300 NE 91 Street Miami Shores, FL 33138 phone: 305-219-9699 email: jrbusta3OOgaol.com April 3, 2017 State of Florida County of Miami Dade Before me this day appeared John Robert Busta who being duly sworn, deposes and says that he will be the only person working on the project located at 145 NE 101 Street. Sworn to (or affirmed)and subscribed before me this 3rd. of April 2017,by John Robert Busta. Personally known X Sandra A. Busta Print type or stamp Name of Notary +'rv'• SANDRA ANN BUSTA MY COMMISSION 4 FF 159120 • a= EXPIRES:September 14,2018 Bonded Thru NOW Puft Undenwfte a Ys ,SHORES`, Miami Shores Village nmM Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO 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: 03, V 10050 NE 2nd Ave Miami Shores, A 33138 Re: Owner's Name: A ' Property Address: X4'9 A/�-r`T, Roofing Permit Number: Dear Building Official: I &-g— certify that I am not required to retrofit the roof to wall connections of my building because: )(The 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 construc d in compliance with the provisions of the Florida Building Code (FBC) or with the provisions o dition of the outh Florida Building Code (1994 SFBC) Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this day of 41,0k-61-/&/7 ;i �sti. BANDRA AN 1119A \ _,: �: MY COMM15510N A FF 159120 Notary Public Sate of Florida at Lar ���JJJ �Jv` EXPIRES:September l4 2018 9e ;q eo�aed Tnc,tin w undanvit. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than$300,000.00,and the building was not constructed with FBC nor a 1994 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 4/31201.7 Property Search Application-Miami-Dade County r b �1 When buying real estate property,you should not assume that properly taxes will remain the same.Whenever there is a change in ownership,the assessed value of IMPORTANT the property may reset to full market value,which could result in higher property taxes.Please use our Tax Estimator to approximate your new properly taxes. MESSAGE The Property Appraiser does not send tax bills and does not set or collect taxes.Please visit the Tax Collector's website directly for additional information. Address Owner Name Folio SEARCH: 145 ne 101st Suite Q Back to Search Results PROPERTY INFORMATION Folio:11-3206-0131940 Sub-Division: MIAMI SHORES SEC 1 AMD Property Address 145 NE 101 ST Miami Shores,FL 33138-2320 Owner PHILIP R KEATING LISSET GONZALEZ KEAAnNG Mailing Address 145 NE 101 STREET MIAMI SHORES,FL 33138 PA Primary Zone 1000 SGL FAMILY-2101-2300 SO Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds I Baths I Half 2/110 Floors 1 Living Units 1 Actual Area Living Area http://wwwmiiamidade.gov/propertysearch/#/ 1/4 4/3/2047 Property Search Application-Miami-Dade County A Adjusted Area 1,682 Sq.Ft Lot Size 8,625 Sq.Ft Year Built 1935 Map View Layers ,Y tom. �' r� � t.► r, F r r ua if r 1 j 2016 Aerial Photography soft Featured Online Tools Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Property Taxes Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice Value Adjustment Board ASSESSMENT INFORMATION Year 2016 2815 2014 Land Value $215,711 $164,082 $164,082 Building Value $158,743 $127,499 $125,312 Extra Feature Value $32,770 $21,564 $21,804 Market Value $407,224 $313,145 $311,198 http://www.mianiidade.gov/propertysearch/#/ 214 CI ROOF ASSEMBUES AND ROOFTOP STRUCTURES APR p 4 2011 Froriara 8U11019 ware Sth Edition(201, High-ye'"Her"t�e Zane Uniform Permit A If 1 `• Pp �tfon ` ;kx f Section A(GencM ino i Muer Permit NO. motion) 1 Contractor's Marne_1 Process No i Job cs 1 �.J �} 1 LOw Sb RAF CATEWRy 1 13Asphallic Shingles 0 MMB��Feaftned Tile D Mortar/Adhesive Set riles 0 0 0 0 1 17 pie BUR-RAS 15D Wood Shf4gles/ohakOS •0 0 0 0 .1.00:0 0 0 0 .. 0000 D New roof ROOF❑ ROOF TYPE ...:.. 00:0 1 0 G. :. tsmnce Reroofing 000000 0 ROOF SYSTEM fNFo .•Q•.Recoverfrig... 0 *so: : Low Slope Roof Area 09460 (S FL�Q RINA N Steep Sloped Roof *00* j.... AREA(`� Total(SF)'s�0' :0 0 0 40:000 .. 0.00 {00000 0000.. Sketch Roof FlevelsSection 13(ROW Plan) 0 0 0 1 96 sedh �..... dons Of and b�� � Y orns off ejeva °V r oveittovrduns.InPlIVe d#nen- •••• .. 1 1 1 r� 1 1 ernow r 1 U) u QCE L O GO ' w J U cf) 2: i ::� J IA p J 1 C, U Q i LLQ W i FLORIDA BUR=ai CODE •.BUILDmjQj Wh EDfON(M4) 1 11 1 AB rt%rtu 'e rtv�k ay idmooa�s.20rsraS1rzAar tDL ROOF AS'SEMLIES AND ROOFTOP STRUCTURES Florida Bulldlrtg Code 6th Edition(2014) 1 High-Velocity HurricaM Zone Uniform Permit Application Form. 1 1 Secdon C(Low Slope Application) Top PRD Fa ego di g M ri I 1 rnalw TersPeCft roof assembly components and identify 1 (If a component Is not used.identify as TW' Surfacing:����p 1 System Manufacturer /� Fastener Spacing for An�lBass Sheet Attachment: 1 t Field:_q_•oc @ Lap,#Rows ,,®//_Z_ oc ProductApproval No.:A/—!t�J��® �� Perimeter-.6-7 cc Q Lap.#Roars 7 (�,��oc I ' Design VWnd Pressures,From RAS 128 or Calculations: Comer oc @ Lap.It Rows @ -cc1 1 P1: p2 7l 123: 'Number of Feats P e Board: Max Design Pressure from s �� Field Perimeter , Corner 1 approval system:_ ` _ .. ..., I edL Mustrate Components Noted and DAtt"as Appli�le,• 1....;, 1 D coping Etc Gutter.Edge w Iv Tern Raskin ,Count,Fleshing 1• , t Coping,Et Cleat.Cant strip,Base Fein Cote y ng I:•••• 9r indicate:Mean Roof Height, • •• see* I••••• 1 Gauge/Th :—�V Flashing. Component Material1Bht. � •9f• I • 6/ Il b fli�ner Type.Fastener Spacing or Submit�artufa�duren9 Details that 1"":' Comply with RAS 111 and Chapters B.• •. AnchorlB w Sheet&No.of Pis I'••••• .. . ... I:•...� 70 • 1 insulatimr Base Layer._A11A ' /A I Saxe insulation Size and Thickness: 1 Sheet t Parapet t iBasejnsulatIon FastenedBonding Materlal: I 1 Top Insulation Layer tTop Insulation Size and Thumess: rl�t /1--,/r a P McBRPOO 1 n�rJ � t 1 Topi�m Iyr2CTn�, Height 1 5 nn,,( 1 Base Sheet(s)&No.of Ply( /�� 1 Base Sheet Fed�g Material: 1S/ ' LAIR A04 t ° Ply Sheet(s)&No.of Ply(sy COA 5 1 ' 1 Ply Shest Fasten Matertak— t Top Ply: CA F � /0"Or/70 ewz 1 1 15.38 FLORIDA BUILDING CODE—BUILDM.Rh EDniON(an7a) UMMEMEM11114101 COPY4&ArewmaNot� venxueypoonr�oe.zolsr&32tzaMmpummm uoeoie MIAM4DADE 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)315-2599 NOTICE OF ACCEPTANCE (NOA) GAF 1 Campus Drive Parsippany,NJ 07054 SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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 daze 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 prgduotor material fails to perform in the accepted manner,the manufacturer will incur the expense of such tfttng •••••• and the AHJ may immediately revoke,modify,or suspend the use of such product qr q%i trial within 0 •• 0000 • their jurisdiction. RER reserves the right to revoke this acceptance,if it is determined b"ami-Dade " County Product Control Section that this product or material fails to meet the requirements of the.0•. ;•••• applicable building code. •••• •••• *0*0 0 0..990 This product is approved as described herein,and has been designed to comply withxP Y9 61orida•$pplding Code including the High Velocity Hurricane Zone of the Florida Building Code. :0-:0: 9• DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Decks ;•••'• • 0 0 00 00000.. 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. 14-0611.01 and consists of pages 1 through 30. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.:14-1030.02 MF-MMI-DADECOUNTY Expiration Date: 11/06/18 �FaaaalApproval Date: 11/05/15 Page 1 of 30 ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Tyne: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix' 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Adhesive adhesive for modified bitumen roof systems. GAFGLAS®#75 39.37' ASTM D4601 Type ll asphalt impregnated and coated Base Sheet (1 meter)Wide glass mat base sheet. 000000 GAFGLAS®#80 Ultima Base 39.3T' ASTM D4601 Type II asphalt imprre�ated ancrWated, .e e•;- Sheet (1 meter)Wide fiberglass base she�e•s s • 00 •:• GAFGLAS®FlexPly'-6 39.37" ASTM D2178 Type VI asphalt impatylated glassrfelt ;00000 1 meter Wide with asphalt co ••• sees :000% ( ) P Wig• e GAFGLAS®Ply 4 39.37' ASTM D2178 Type IV asphalt impregnated 0&-o felt ..e.. (1 meter)Wide with asphalt coatiAF• •••• 06600 GAFGLAS®Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,glass Fiber maf UP sheet ••••;• 0000.. Cap Sheet (1 meter)Wide surfaced with mi*ral'gganules. GAFGLAS®EnergyCap 39.37' ASTM D3909 Asphalt coated,glass fiber maj tap;heet :*00*: BUR Mineral Surface Cap (1 meter)Wide surfaced with mirieraf gaanules with. ;••••• Sheet factory applied EnergyCote'°° GAFGLAS®Stratavent® 39.37' ASTM D4897 Fiberglass base sheet coated on both sides Eliminator Perforated (1 meter)Wide with asphalt.Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavent® 39.3T' ASTM D4897 A nailable,fiberglass base sheet coated on Eliminator'"Perforated (I meter)Wide both sides with asphalt.Surfaced on the Nailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester max 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 with mineral granules. RoofMatcW' 107 sq.ft. ASTM D6164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. i 39.37" ASTM D6164 Non-woven polyester mat coated with fire e (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 MIAMI•DADE COUNTY Expiration Date: 11/06/18 JAPPROVED1 Approval Date: 11/05/15 Page 2 of 30 Test Product Product Dimensions Specification Description Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld"Plus (1 meter)Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoido SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCar SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld'Plus FR (I meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®SBS 39.37" ASTM D6163 Non-woven polyester mat coated with Heat-Weld'25 (1 meter)Wide polymer-modified asphalt and smooth surfaced. Ruberoid®Mop Granule 39.37" ASTM D6164 Non-woven polyester mat coated with (I meter)Wide polymer-modified asphalt and surfaced with mineral gran4les,I's ••s• sees:* Ruberoid®Mop Smooth 39.37" ASTM D6164 Non-woven polyestU mfit coatedlVitl'i . (1 meter)Wide polymer-modifieds"sL,%t and'sr' Both :0000: surfaced. 0000 :000* 7" . Ruberoid®Mop Plus 39.3ASTM D6164 Non-woven polye*wrmlt coatb.With sees e (1 meter)Wide polymer-modified•at and susfaccd • sees. with mineral granhteg,• 00:0 e...e Ruberoid®Mop 170FR 39.37" ASTM D6164 Non-woven polyeUkRU&coated*ith fire - (1 meter)Wide retardant polymermodified as6alr►d 660466 surfaced with mirfq*granules ..a.: Ruberoid®Mop FR 39.37" ASTM D6164 Non-woven polyester mat coated gijsh fire* • (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. Ruberoid®Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (1 meter)Wide APP modified asphalt and smooth surfaced. Ruberoid®Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (I meter)Wide APP modified asphalt and surfaced with mineral granules Ruberoid®EnergyCap-Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule FR (1 meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoti . Ruberoid®EnergyCap-Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (I meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCot6 . RoofMatchn' 107 sq.ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid®Torch FR 1 meter ASTM D6222 Non-woven polyester mat,coated with fire (39.37")Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 PG MbDADE COUNTY Expiration Date: 11/06/18 ��WAMUW Approval Date: 11/05/15 Page 3 of 30 Test Product Product Dimensions Specification Description Ruberoie 20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.3T')Wide with a glass fiber mat. Ruberoid®30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.3T')Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid®30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37")Wide retardant,polymer-modified asphalt and surfaced with mineral granules. Ruberoid®EnergyCap-30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire SBS Membrane (39.3T')Wide retardant,polymer-modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid®Dual FR 39.3T'(1 meter) ASTM D6162 Non-woven polyester and fiberglass mat Wide coated with file retardant,polymer- modified asphalt and surfaced with. mineral granules.; ••• • .• Topcoat'Elastomeric Roofing 1,5 or 55 gallons ASTM D6083 An acrylic,water bled lrlastomq*• .• Membrane membrane systerri jig' red to' rbtect •••••• various types of ro;X surfaces. Topcoat MB Plus 5 or 55 gallons Proprietary Water based,low VOG-primet woto ••••• block asphalt bleed4knugh. •,;••• Topcoat® 5 gallons ASTM D6083 Solvent based spfrn7Me'thermo;iastic ...... Surface Seal SB rubber sealant d&grte$to protect and •• restore aged roo�surfgces and to Arrease•••••• a roofs reflectivity.• ; :,...: FireOut7 Fire Barrier Coating 5,55 gallons Proprietary Low VOC,water-based fire barrier; coating. VersaShield® 42"x 100' rolls ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection NOA No.: 14-1030.02 MIAM4DADE COUNTY Expiration Date: 11/06/18 IMPROVED! Approval Date: 11/05/15 Page 4 of 30 APPROVED INSULATIONS: Table 2 Product Name Product Description Manufacturer (With Current NOA) EnergyGuard''Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"'RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"RN Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuardm Perlite Recover Board Perlite recover board GAF EnergyGuard'n Perlite Roof Insulation Perlite roof board GAF EnergyGuard'RA Composite Polyiso Polyisocyanurate/wood fiberboard GAF Insulation or perlite composite Structodek®High Density Fiber Board High density wood fiber Blue Ridge FiberBoard,Inc. Securock®Gypsum-Fiber Roof Board Gypsum board United States GyRsuma�orp. APPROVED FASTENERS: • TABLE •••••• , Fastener Product Product .•'Mvnufasou Number Name Description Dimensions (W1%Currefif NOA) •.... 1. Drill-Tee#12 Fastener Carbon steel fastener used Various .,•„• G ..... A�••• goo*** in steel or wood decks. ••.... • 2. Drill-Tec"°#14 Fastener Carbon steel fastener used Various •. Gtr°•••• in steel,wood or concrete •• ••. :”'•: decks. •• 3. Drill-Tec XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill-Tec"'AccuTrae Flat AZ-SS aluminized steel 3"x 3" GAF Plate plate for use with Drill- Tec'"#12 Fastener,Drill- TecM#14 Fastener and Drill-Tec"'#15 Fastener. 5. Drill-Tec ASAP 3S Drill-Tec#12 fastener Various GAF with Drill-Tec"'3" Standard Steel Plate. 6. Drill-Tec"°AccuTrace Galvalume Steel plate for 3"x 3" GAF Recessed Plate use with Drill-Tec"' fasteners. 7. Drill-Tec' 3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec"fasteners. 8. Drill-Tec"'3"Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-Tec fasteners. NOA No.: 141030.02 MITIN Z I a E COUNTY Expiration Date: 11/06/18 APPROVED] Approval Date: 11/05/15 Page 5 of 30 EvimNcE SuBmrrTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 OD1A8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 IRT-ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity ERD G30250.02.10-2 ASTM D6222 11/11/10 G30250.02.10-3-R2 ASTM D3909 06/03/15 G31360.03.10 ASTM D6164 03/317M. G33470.01.11 ASTM D6164 01/117ff• G34140.04.11-2 ASTM D6163 041�5tjl • G34140.04.11-4-R2 ASTM D4601 6-.%. 6/4/2015 9999:.0 .9060. G34140.04.11-5-R3 ASTM D4897 ...... 6/41201,5• . G40620.07.12-2 ASTM D6222 6000 07/1"?2 ••••• G40630.01.14-1 ASTM D6163 01/09W ••••• G40630.01.14-2A ASTM D5147 0 0 0 0 0110Y/14 G40630.01.14-2A-1-Rl ASTM D6164 :. 04/a 0/14 0 G40630.01.14-2B-Rl ASTM D6164 . 01MV/150000000 G40630.01.14-2C ASTM D6164 0••0 O 110-Y14• :"": G40630.03.14 ASTM D5147 03/06/14 G43190.03.14-1 ASTM D5147 03/06/14 G43190.03.14-2 ASTM D5147 03/06/14 G43190.05.14-R1 ASTM D5147 05/20/14 G43190.11.13-1 ASTM D6222 11/15/13 G43610.01.14 ASTM D5147 01/22/14 G46160.02.15-2D ASTM D6163 02/03/15 G46160.03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 G46160.09.14-3A ASTM D6164 09/09/14 G46160.09.14-313 ASTM D6164 09/09/14 G46160.09.14-3C ASTM D5147 09/09/14 G46160.12.14-3E ASTM D6164 12/29/14 G6850.08.08 ASTM D6163 08/01/08 G6850.08.08-R1 ASTM D6164 04/14/11 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 02/17/09 SC6870.08.14-R1 ASTM D3909 09/04/14 NOA No.: 14-1030.02 MIAM4DADE COUNTY Expiration Date: 11/06/18 JJAPPROVEDI Approval Date: 11/05/15 Page 6 of 30 EVIDENCE SUBMTMD: (CONTINUED) Teat Aeencv Test Identifier Description Date PRI Construction Technologies LLC. GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-01 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/10 GAF-276-02-01Rev ASTM E2178 01/04/11 ASTM D6083 GAF-306-02-01 ASTM E96 07/07/11 GAF-314-02-01 ASTM D2178 08/23/11 GAF-315-02-01 ASTM D2178 08/23/11 GAF-369-02-01 ASTM C1289 10/22/12 GAF-464-02-01 ASTM C1289 02/06/14 GAF-499-02-01 ASTM D6083 03/12/14 GAF-500-02-01 ASTM D6083 03/12/14 Momentum Technologies,Inc. AX04C9A ASTM D6162 06/05/09 0000 • 0000 0000•. .. 0000 0000.. 0000 0000.. 0000.. • 0000 ee000e • 0000 0000 Bove 0000.. 0000 0000. 00 so see o 00o0oe .00... 66• • . . . goes.. 0000.. e . Goo 0000.. go NOA No.: 141030.02 htlet Die cou�vnr Expiration Date: 11/06/18 IMPROVED L Approval Date: 11/05/15 Page 7 of 30 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 1I: Wood,Insulated Deck Description: 19/32"or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened,all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'Fire Barrier Coating,VersaShield'Fire-Resistant Roof Deck Protection (optional) or Securock'Gypsum-Fiber Roof Board. Anchor sheet: GAFGLAS'#80 Ultima Base Sheet,GAFGLAS'Stratavent'Eliminator Nailable Venting Base Sheet,Ruberoid'20,Ruberoid'SBS Heat-Weld"'Smooth or Ruberoid'SBS Heat-Weld"25 base sheet mechanically fastened to deck as described below. Fastening GAFGLAS'Ply 4,GAFGLAS'FlexPly"6,GAFGLAS'#75 j3ase.Sheet e;�y• ••• • Options: of above anchor sheets attached to deck with approved annulafriiu�shank nai4s .. • and tin caps at a fastener spacing of 9" o.c.at the lap staggered,a"d ix two nows ....:. 12"O.C. in the field. 666690 • . (Maximum Design Pressure—I5 psf.See General Limitation.00.So • . .. .... ..... GAFGLAS'Ply 4,GAFGLAS'FlexPly 6,GAFGLAS'#75'BPe Sheet or Imy ••:..' of above anchor sheets attached to deck with Drill-Tec#12 FaUdtter,DrilPT&'' •••••• #14 Fastener or Drill-Tec XHD Fastener and Drill-Tec 3"14ee;plate,Drill' •. Tec AccuTrac'Flat Plate or Drill-Tec"'AccuTrac'Recesse4 Plate insta]JM 4�y �•0 0 0' o.c.in 3 rows. One row is in the 2"side lap. The other rows tire+crgthlly spaced. :0000: approximately 12"o.c.in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS'F1exPly 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 Ultima Base Sheet,Ruberoid'20,Ruberoid'Mop Smooth base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4"lap staggered and in two rows 9"o.c.in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) GAFGLAS'#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec#12 Fastener,Drill-Tec m#14 Fastener or Drill-Tec XHD Fastener and Drill-Tec 3"Steel Plate,Drill-Tec"°AccuTrac'Flat Plate or Drill-Tec"' AccuTrac'Recessed Plate installed 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) NOA No.: 141030.02 MuaMiowoe Counmr Expiration Date: 11/06/18 '' ' Approval Date: 11/05/15 Page 8 of 30 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3"inverted Drill-Tec insulation plates at a fastener spacing of 9"o.c.at the (Continued) 4"lap staggered in two rows 9" in the field. (Maximum Design Pressure-60 psf.See General Limitation#7) GAFGLAS"#75 Base Sheet or any of above anchor sheets attached to deck with Drill-Ted'°#12 Fastener,Drill-Tec'#14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec 3"Steel Plate,Drill-Tec AccuTrac"Flat Plate or Drill-Tec"' AccuTrac"Recessed Plate installed 8"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure-75 psf.See General Limitation#7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftp EnergyGuard'Polyiso Insulation,EnergyGuard'Polyiso RA Insulation, EnergyGuard'm Polyiso RN Insulation,EnergyGuard'RA Composite Polyiso Insulation Minimum 1"thick N/A N/A.. . . .... ...... Structodek®High Density Fiber Board,EnergyGuard'Perlite Recover Board •• .• Minimum%"thick N/A ...... • EnergyGuard Perlite Roof Insulation •, .....: Minimum%"thick NIA ini..• • Note: All insulation shall be adhered to the anchor sheet in full mopping of appy j Fhot alpip�t 0 0 0 • within the EVT range and at a rate of 20-40 lbsJ100 fe. Please refer to Roofin Application .• Standard RAS 117 for insulation attachment. Insulation listed as base layer ony sial be nsed . .....@ only as base layers with a second layer of approved top layer insulation installep as.the final membrane substrate. Composite insulation panels may be used as a top layer plited'with Me. • polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS"Stratavent® s Eliminator Perforated Venting Base Sheet laid dry or a layer of EnergyGuard"'Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Base Sheet: (Optional)Install one ply of GAFGLAS"#75 Base Sheet,GAFGLAS"#80 Ultima Base Sheet,GAFGLAS"Ply 4,GAFGLAS FlexPly 6,GAFGLAS" Stratavent"Eliminator Perforated Venting Base Sheet(laid dry),Ruberoid®Mop Smooth,Ruberoid"20,Ruberoid"SBS Heat Weld"'Smooth or Ruberoid®SBS Heat-Weld'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: (Optional)One or more plies GAFGLAS"Ply 4,GAFGLAS"FlexPly'6, GAFGLAS"#80 Ultima Base Sheet,Ruberoid"Mop Smooth,Ruberoid"20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane: One or more plies of Ruberoid"20,Ruberoid"30,Ruberoid"EnergyCap"30 FR SBS Membrane,Ruberoid"30 FR,Ruberoid"Mop Smooth,Ruberoid"Mop 170 FR,Ruberoid"Mop Granule,RoofK4atch'SBS Modified Granular,Ruberoid" Mop Plus,Ruberoid"Mop FR or Ruberoid"Dual FR fully adhered in an approved asphalt at an application rate of 251bJsq.f 15%. NOA No.: 141030.02 MAMIOAOE Cautvrr Expiration Date: 11/06/18 "'• Approval Date: 11/05/15 Page 9 of 30 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 60 lbsJsq. 2. GAFGLAS®Mineral Surfaced Cap Sheet,Tri-Ply®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®Membrane,Topcoat'MB Plus(to be used as a primer with Topcoat® Membrane)or Topcoat'Surface Seal SB applied at 1 tol.5 gal./sq. Maximum Design Pressure: See Fastening Options 0000 . . 0000 0000.. .0 6 0000 0000.. 0000 0000.. 66669. 6 6 00000000.. 0000 0000 0000 0000. 0%00. 0 0000 0000. .. .. 0000 000000 0000.. • • 0000.6 0000.. . . a Goo .9096. NOA No.: 14-1030.02 MIAMI•DADE COUNTY Expiration Date: 11/06/18 APPROVED Approval Date: 11/05/15 Page 10 of 30 WOOD DECK SYSTEM LimffATIONS: 1 A slip sheet is required with GAFGLAS®Ply 4 and GAFGLAS®F1exPlyTm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum''/<"DensDecke Roof Board or%z"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LMTATIONS: I. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. 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 lbsJsq.,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 sblp* mopped 8"ribbons in three rows,one at each side lap and one down the center of$he-sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" brew stall bg :` � placed every 12'in each ribbon to allow cross ventilation. Asphalt application of e• 1* �'•" P PP �1�1'System shill be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited toa maximum :"••; design pressure of-45 psE .... .... ..... 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic FbW CF)valu4 s f• ••%• 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. if the fastener value 696906 as field-tested,are below 275 lbf insulation attachment shall not be acceptable. �:�: • 6. Fastener spacing for mechanical attachment of anchor/base sheet or membranec • atta hn�nt is b�SrsQ•• on a minimum fastener resistance value in conjunction with the maximum design val i'e fasted within. "•; a specific system. Should the fastener resistance be less than that required,as determined by the • Building Official,a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117.Calculations prepared,signed and sealed by a Florida registered Professional Engineer,Registered Architect,or Registered Roof Consultant (When this limitation is specifically referred within this NOA,General Limitation#9 will not be applicable.) 8. All attachment and sizing of perimeter milers,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 comers).Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters,extended corners and comers). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. 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.: 141030.02 aiuuaunanEcounrrir Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 T RIDP SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally,the following items should be addressed as part of the agreement between the owner ant the contractor.The owner's initial in the designated space indicates that the item has been explained. 2. Renailing wood decks:When replacing roofing,the existing wood roof deck may have to b r a in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). • boe • • • osee 0000•• •• a e00e • 4. Exposed Ceiling: Exposed,open beam ceilings are where the und'ersrdd of the'rtb?decking•••• • 0000.. sewed from below.The owner may wish to maintain the architectural appg§;ance;therefore, roo ing nail penetration of the underside of the decking may not be acceptable 11;lig plovide�deception ofe •• maintaining the appearance. •• 0000 • • **so* •• •• 0000 Goes** eG•oGo • s 6. Overflow scuppers wall outlets): It is required that rainwater flows off So that:berQQ is PP ( ) q f 0000:. not erloaded from a buildup of water. Perimeter/edge wall or other roof exteR�ioR may blook this ;•e•„ if overflo scuppers(wall outlets)are not provided. It may be necessary to install over#low • )disclharge pGo per in a rd nce with the requirements of Sections R4402, R4403 and R4413. 0�3 .��� Owner/Agent's Signatur Date Contractor Signature Date l!!s:N/--- /®/ s5r. Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015;