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RF-17-1496 P� r . IAF=i4�''t ` 9I �s ° yet Miami Shores Village P€'fTrllt Typehoof �. 10050 N.E.2nd Avenue NE IMark Gasstrcrt:Flet Miami Shores,FL 33138-0000 Pe' Phone: (305)795-2204 u' i t tom .APF D coRm� at)ate 011212017 Expiration: 12/09/2017 Project Address Parcel Number Applicant 857 NE 98 Street 1132060142500 JOSE&MARIA CASTRO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell JOSE&MARIA CASTRO 857 NE 98 Street (305)759-0193 MIAMI FL 33138- Contractor(s) Phone Cell Phone $ 14,300.00 Valuation: REGOSA ENGINEERING SERVICES Ih (786)262-2964 (786)344-8720 Total Sq Feet: 2900 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF FLAT ROOF 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-6-17-64225 CCF $9.00 06/12/2017 Check#:1002 $917.00 $0.00 DBPR Fee $4.50 DCA Fee $4.50 Bond#:3423 Education Surcharge $3.00 Permit Fee-New Roof $300.00 Reinspection Fee $75.00 Scanning Fee $9.00 Technology Fee $12.00 Total: $917.00 f� In consideration of the issuance Ao me this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto andXPLUIN ity ith the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit n ility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRI ,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVITall the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zonin ,I authorize the above-named contractor to do the work stated. June 12, 2017 Authorized =.e: er Applicant C actor ! Agent Date Buildint Copy June 12,2017 1 b�hVa deb - 2b2 - z`� 6 � IL rRegosa Engineering Services . Inc 15700 NE 2 Ave, Miami, Florida, 33162 State Certified Plumbing Contractor CFC#1427292 Phone: 786-262-2964 Fax: 305-945-4367 Commercial and Residential Licensed &Insured ---------------------------------------------------------- ------------- ------------------------------- Miami, July 5th, 2017 To Whom It May Concern: Address: 857 NE 98 Street Miami Shores, Florida Permit Number: RF-6-17-1496 By means of the present I certify that the Gas Vent has been inspected and meets the requirements of the Florida Building Code, latest edition. Sincerely Y urs, Gus Ve Vice-President. & Qualifier Plumbing License # CFC-1427292 Administered Oath Sworn To & subsc be before me this Day of 9 , 20 LUZ EDITH OIRALDO NOTARY P116L1C-STATE OF FLORIDA Notary Name and St .. Marc 0 My Commission Expires March 22,2019 A+ Engineering Testing Lab. LLC 7066 SW 44 St Miami, FL 33155 PH: 305-668-5792 FAX: 786-513-3754 July 6,2017 r7, 1ll City of Miami Shores / j 10050 NE 2nd Avenue Miami Shores FL 33138 CONTRACT: Regosa Engineering Services INC JOB SITE: 857 NE 98 ST, Miami Shores, FL 33138 PERMIT#: RF6-17-1496 INSPECTION REPORT After a visual inspection performed at the above referenced location, we hereby certify that: Flat Roof Slope= 1/8" / 12 pitch/ 10 ft mean ht. Base Sheet= 5/8"WOOD DECK 1 Base #75 1 1/4 RS nails 5/8 tin cap FIELD 9 OC @ LAP 2 ROWS @ 9 OC Pl?RINIETER 6 OC @ LAP 4 ROWS @ 6 OC CONER6OC@Li1P4ROWS @6OC Product used=14-1030.02 G.A.F Material Corp This report is based on a physical inspection of existing roofing material installed as described above and certifies that the above roof complies with the minimum requirements as set forth by the Florida Building Code,and with the plans submitted. Please do not hesitate to contact my office if you have questions regarding this inspection. SincerelA° 18 Abd ••ice„ P.E�# :we s W e d a its FSS �r�00000 Miami Shores Villa ;e Building Depart nt RECEIVED 10050 N.E.2nd Avenue,Miami Shor a 33138 JUN 0 6 1017 Tel: (305)79 Fax: E-)) /56.8972 � INSPECTION'S PHONEONE NUMBER: (305)305)762.4949 FBC 20 (U Co BUILDING Permit No. PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: S31 3k Folio/Parcel#: t 1 0 0 j g r A yo Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): 01Qff CYI&A-0 CO S�() Phone#: o Address: ® � nv\ SC6� c\ - -3 l d - City: a_ ..i... L.o d`C 1 State: Zip: 3 d' Tenant/Lessee Name: Phone#: Email: t-4 1 '- Pj CONTRACTOR: Company Name: 2n 5,Q1n ` r t 2 vi-I 54W(CAS Phone#: 7 Address: 0® /f6 V4 'A')1� City: �'�`��`"'� State: Zip: 3 1 Qualifier Name: t) C. -'A, (d 0 G (jr, 2, Phone#: "1 6—,:;L State Certification or Registration#: C(Y,13 3 5� Certificate of Competency#: Contact Phone#: �S o 3 Z'Z /Q l- C Email Address: 1 i � !ti o w c1 l O ti�ti_ DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ l 3 6 Square/Linear Footage of Work: r`1 Type of Work: ❑Addition ❑Alteration ONew t7Repair/Replace ❑Demolition Description of Work: 40® -Ir _;J C &01F Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ 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 ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded noticeof mencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue . n t e absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature (04n �- Signature er or Agent Contractor The foregoing instrument was acknowledged before me this 3f The foregoing ins ent was acknowledged before me I of ® C�LC,dayof 20 /1,by 0 I 11 who is ersonhll known to me or who has produced who is personally known to me or who has produced P Y As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Si 0� g n:g Print: Print: � `� 04 �,, c7EXPIRES U My Commission Exp<r :1' M Commission °• "PN°4: MIGUEL A DE PAZ *€ MMISSION#FF032M Y '",o sas• 'oQs MY COMMISSION#FF032545 '9 Q July 1,2017 _- '' OF"`�'° EXPIRES July 1,2017 (407)398.0153 dallotaryService.corn oFF P keYde9e9ro?9:kRkkkk4:4eY*d:9: 9:�Y4e4ekk 4c4e9e9r aYk &*ok k9e4e4e�YkkkkkoY4: 3e�Y9e4c kaY�Y�kkkiF4e�Y�Y9r4ekk�Y O S •c .0 `� f Y � Plans Examiner Zoning APPROVED BY g Structural Review Clerk (Revised 5/2/2012 X Revised 3/12/2012)XRevised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) ti Miami shores Village Building Department = ►ted 10050 N.E.2nd Avenue Rip 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: 15: A �J 10050 NE 2nd Ave Miami Shores, FI 33138 6606 Re: Owners Name: VS-C, t' 6 t v 0- • i •0•. 0696:6 d lY —a41 6 0 Property Address: 9 -5 Z /V er � ��`" ' 6666.. .. 6 .+6666 • • Roofing Permit Number: •••••' 6666 6666 6666 .66. 6666. Dear Building Official: • .. .. certify that I am not required to retrofit the rgpf1;v1all connections of my-. • 0 . . 6666.. building because: •••••• . . 00 0 ...666 The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please a$ao'h proof of ad valorem taxation. o 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) Sign Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposesnd says that he/she is the owner for the above property mentioned. SwSwornrr to and subscribed before me this day of '�Ll V MIGUEL A DE PAZ MY COMMISSION#FF032W Notary Public, Sate of Florida at Large mk�ow_ EXPIRES July 1,2017 IaridallotarySentice.corel • when the just valuation of the structure for purpose of ad 4rem taxkon Is equal to or more than$300,OD0.00,and the building was not constructed with FBG nor a 1994 SFBC.Then you must provide a building application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Ravicarinn.WIP M 6/1/2017 Property Search Application-Miami-Dade County 0 FF ICE OF THE PRU"'FERTY APPRAISER .,y f Summary Report Generated On:6/1/2017 i Property Information , Folio: 11-3206-014-2500 . ` . � Property Address: 857 NE 98 ST fk w Miami Shores,FL 33138-2532 ANP , N,! Owner JOSE G CASTRO&W MARIA G . flv; 9701 BISCAYNE BLVD Mailing Address � MIAMI SHORES,FL 33138-2532 PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Usey "�1 � rn FAMILY:1 UNIT Beds/Baths/Half 4/3/0 y� Floors Living Units Actual Area 3,614 Sq.Ft � y i " Living Area 2,395 S q'Ft ¢ "" n a, 9"rid 0 Adjusted Area 3,084 Sq.Ft • • • • Lot Size 10,100 Sq.Ft Taxable Value Information 000 a040 Year Built 1951 acid •• 0211113t. • 2014 County 000so ease • Assessment Information Exemption Value •$ ••• ••.st : •••.W Year 2016 2015 2014 Taxable Value $46jfM •; $421,051 $382,70/•9 Land Value $262,609 $242,012 $171,640 School Board • •••••• Building Value $214,646 $214,646 $209,095 Exemption Value .$0 •• ...$01: :••*$b XF Value $3,976 $21016 $2,044 Taxable Value 1 $481,2311 $458,674 • $382,779 Market Value $481,231 $458,674 $382,779 City Assessed Value $463,1611 $421,056 $382,779 Exemption Value $0 $0 $0 Taxable Value 1 $463,161 $421,0561 $382,779 Benefits Information Regional Benefit Type 1 20161 2015 2014 Exemption Value $0 $01 $0 Non-Homestead Cap Assessment Reduction 1 $18,070 $37,6181 Taxable Value $463,1611 $421,056 $382,779 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Sales Information Short Legal Description Previous OR Sale Price Book- Quall ication Description MIAMI SHORES SEC 3 PB 10-37 Page LOTS 18&19 BLK 72 22958- LOT SIZE IRREGULAR 12/01/2004 $660,000 3669 Sales which are qualified OR 20787-140810 20021 20787- COC 22958-3669 12 2004 1 10/01/2002 $358,200 1408 Sales which are qualified 07/01/1998 $0 18305- Sales which are disqualified as a result of 2278 examination of the deed 05/01/1980 $120,000 10759- Sales which are qualified 0569 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: I ROOF ASSEMBLIES AND ROOFTOP STRUCTURES ��c FE ® Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniforon Permit Application Foran. 6 D 0 Section C(Low Moire Application) Top Ply Fastens� ndi fi?r S f': Fill in specific roof assembly components and identify j manufacturer Surfacing: n'G Ro tk S fl 0 (If a component is not used,identify as"NAS Fastener Spacing for Anchor/Base Sheet Attachment is 6 System Manufacturer—52-1 Feld: "oc 0 Lap,#Rows;_Cgs-1-7 Or. 8 �O� O 2 Perimeter "oc a Lap,#Rows e °oc 0 Product Approval No.: y ' 1 � _!L_oc 0 Lap,#Rows�� n oc � � Design Wind Pressures,From RAS 128 or Calculations: Comer. I Number of Fasteners Per Insulation Board: 9 � Feld� Perimeter Comer Max.Design Pressure,from the specific product approval system: Illustrate Components Noted and Details as Applicable: Q Woodblocking, Gutter, Edge Termination,Stripping, Flashing, Deck: ` Continuous Cleat,Cant Strip,Base Flashing,Counterflashing, 01(r Type: C) C1` Coping, Etc. 0 I m Indicate: Mean Roof Height, Parapet Height, Height of Base I i GaugetThickness: Flashing, Component Material, Material Thickness, Fastener L Type, Fastener Spacing or Submit Manufacturers Details th � Slope: ! Complywith S 111 and Chapter 16. ,` Q Q Anchor/Base Sheet&No.of Ply(s): S S GQ��, ,�� .e OV Anchor/Base S eet Fastener/Bonding Material:00d 1-c �'� FT l �. , _ o Insulation Base Lays' rJ S Parapet Base Insulation Size and Thickness: L �`� L i Height 8 Base Insulation Fastener/Bonding Material: Top Insulation Layer. 10 l i — 8 Top Insulation Size and Thickness: �'�� Fj, /lean 8 i Roof 9 Top Insulation Fastener/Bonding Material: ,/ �s l P " a Height 44 �� fk-QC''Yvc iiil17ZCO1 2a Base Sheet(s)&No.of Ply(s): � ��- � % �,�g 8 Base Sheet Fastener/Bonding M erial: E Ply Sheet(s)&No.of Ply(s): Ply Sheet Fastener/Bonding MatelM,: o� �sPlf.gl�— Top Ply. C,0, ROOF A BU RtD O TRUCTURES Florida Building Code 5th Edition(2014) High-Velocity Hurricane Zone Uniform Permit Applica Section A(General Information) Master Permit No. Process No. Contractor's Name 4(J Ar �'► ►'� `"G) l Com' �G' ' -0IC E 1/ ED Job Address 0 6 ?017 ROOF CATEGORY QA Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive SetPes �--� ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR-RAS 150 ROOF TYPE ❑ New roof ❑ Repair ❑ Maintenance reroofing ❑ Recovering ROOF SYSTEM INFORMATION •••• Low Slope Roof Area(SF)eWO� Steep Sloped Roof AREA(SSF)= Tota-(S•Ft�---- • • • • .....• •• . ••••.• • 'on S(Roof Plan) ••••.. .••• .••. • . Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuporsa eoverflfttlraills. Ind. dimensions of sections and levels,clearly identify dimensions of elevated pressure zones aad l=tion of pampets• **:so• .. .. .. . ...... Perimeter Comers x • 47, Cn U i 5 OE �i ZTV � � j A t ®vida Building Code 5th Edman (2®1 4) High Velocity Hurricane Zone!uniform Permit Application Foran Section C (Low Slopo Roof gv em Fill In Spwfflc ftof AssemblY Compormft Fastew Spacing gor AnchodBase Shest and Identify Manufacwmr Aftectment (If a component is not taa3rl,Identity as'NA*) System Manufactuuer. �.3 Perimeter oc @ Lap,#Bows-y—@ "oc NOA No.: Design Wind Pressum,From RAS 128 or Calculations: Prruaxl: 6,J' .'4 7 p :.l oto Ci Number of Fasteners Per Insulation Board Marc.Design Pressure,From the Speclflc NOA �,/ System: — o �' Field Perimeter NIA Comer_1� Deck �� ,v0 0G 011u nan4s N and Type: `� Details asApplicable: Gaugerrhiclmess: s/� Woodblockiing, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Slope: Strip, Base Flashing, Counter- Flashing, �s Coping,Etc. AnchoNBase Sheet&No.of Ply(s): I �Ar�� lndkmft Mean Roof Height, Parapet Height, Height of Base Flashing, Component IIA®W�al, Anchor/Base_Shpot Fastenetifilondim Materiat Material Thlc Imess, Fasipner•Type, Fastener •••• • (� Spacing or Submit Man Detallso that • Layer "'r �mplY with RAS 111 and•Snler 16.'o Insulation Base •: :••• Base Insulation She and ThtcMtass A! HL IV •••• • • �+ • C:• Base Insulation FastenedBondIng Material: • •• • s• ••i• • 010 . .... Top Insulation Layer: All-A . : Sr ..•. . Top Insulation Size and Rilda ew. R • • •• • • ® •. ParapQt. • Top insulation FastenerBonding Material: �` As •M6ht Base Sheets)&No.of Piy(s): S r, q 75 6ak -- FT. I� Base Sheet erBorongrid Fi�S 1 '/at i pw S txa✓t N / u Mean PIy Sheets).&No.of PIy(s): fi j rZ U bZY�;ai L e Hitt or T Top Ply: I�1� �l IrT'G,C. CCt4),S4ee Top PlyFasteQedBonding Material:t -TT � S Surfacing: G ec\ko 123_0148 8/15 PAGE 3 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NO NTR YRNG CONSIDERATIONS R4402.13.1 Scope.As it pertains to the section,it is the responsibility of roofing r rty 9 'de er with the required roofing permit,and to explain to the owner the content of the ions ofton 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. Aesthetics-Woriananship:the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color or architectural appearance,that are not part of a zoning code,should be addressed as part of the agreement between the owner and the contractor. 2. Renalling wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403.(The roof deck is usually concealed prior to removing the existing roof system). .... 3. Common roofs:Common roofs are those which have no visible ddliineatton betwWr eighboririg• • units(i.e.,townhouses,condominiums,etc.)In buildings with common roofs,the r 090 Contra*OF*aod/or ... • owner should notify the occupants of adjacent units of roofing to be performed. ...:.. • .... .... . . 4. Exposed Ceiling:Exposed,open beam ceilings are where the und6we of the roof decking can:••. be viewed from below.The owner may wish to maintain the architectural appearaAC6,10erefore,Nftg nail•0 penetration of the underside of the decking may not be acceptable.This provide The option of mamintaining IF ; appearance. . . . . . . . ...... ....% S. Ponding water:The current roof system and/or deck of the building grey not dral;4Wl and may.... cause water to pond(accumulate)in low-lying areas of the roof.Pounding can be an indication of stntctural distress and may require the review of a professional structural engineer.Pounding may shorten the life expectancy and performance of the new roofing system.Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. ��' Overflow scuppers(wall outlets):It is required that rainwater flows off so that the roof is not overloaded from a buildup of water.Perimeter/edge wall or other roof extension 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 Sections R4402,R4403 and R4413. 7. _Ventilation:Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly(the building itself).The existing arnoyo of attic ventilation shall not be reduced.It may be beneficial to consider additional venting which can n? ult in extending the service life of the roof. �- '75zit/� 3 Ow r/A s Signatu a Date Contractor gn to bate Revised on 7/9/2009 LD building official Refer to penrking facilities for assistance. ...... .... . . ...... . .. ...... . . see* see* .0: .... •ee* ..... .... ...... . . ...... . .. .. .. ...... ...... 6:060: . . :fees: 0 moo •00 • •• MIAMFOADE MIAMI-DADS 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 DMSION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) 11' iyt.miaail idadC.-,oy/ecanoRul' GAF 1 Campus Drive Parsippany,NJ 07054 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. 6600 This product is approved as described herein,and has been designed to comply with the 4 lorida Buiidmg .... • Code including the High Velocity Hurricane Zone of the Florida Building Code. 6• • .00:-. • 606.66 06 6 66000• DESCRIPTION: GAF Ruberoid®Modified Bitumen Roof System for Wood Deelw e6 6666 6666 . . LABELING: Each unit shall bear a permanent label with the manufacturer's name of logo,cityr atnte ••••• and following statement: "Miami-Dade County Product Control Approved",unless fttWse nptd4'. ••'•• .6 herein. 0000:0 66•. 006666 RENEWAL of this NOA shall be considered after a renewal application has been filed end thC.4ft •' ••0• been no change in the applicable building code negatively affecting the performana hof f(:is pro$uc t. 6 �.6 6 6 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. t'z ! _J ti NOA No.:14-1030.02 COt1NiY Expiration Date: 11/06/18 •. Approval Date- 11/05/15 �% Page 1 of 30 ROOFING SYSTEM APPROVAL Category Roofing Sub-Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix' 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rubberized cold-applied Adhesive adhesive for modified bitumen roof systems. GAFGLASO#75 39.37" ASTM D4601 Type H asphalt impregnated and coated Base Sheet (1 meter)Wide glass mat base sheet. GAFGLAS®#80 Ultima"Base 39.37" ASTM D4601 Type H asphalt impregnated and coated, Sheet (1 meter)Wide fiberglass base sheet. 0000 GAFGLAS®F1exPly'6 39.37" ASTM D2178 Type VI asphalt imprggnated gW§felt ...... (1 meter)Wide with asphalt cox g. .... GAFGLAS®Ply 4 39.37" ASTM D2178 Type IV asphalt imlxagnatecfS ss;relt ....:. (1 meter)Wide with asphalt coaling'•• 0 • GAFGLAS®Mineral Surfaced 39.3T' ASTM D3909 Asphalt coated,glial:liber mat Ut sheet:• ••• Cap Sheet (1 meter)Wide surfaced with mipgt;Kgranulej:•• . GAFGLAS®EnergyCap"' 39.37" ASTM D3909 Asphalt coated,glAs fiber n tAp:sheet•...•• BUR Mineral Surface Cap (1 meter)Wide surfaced with mtega granules with .' Sheet factory applied EnergyCote'j...:. •••••• GAFGLASO Stratavene 39.37" ASTM D4897 Fiberglass base s?ieet'coatedbn both sidfi,....; Eliminator Perforated (1 meter)Wide with asphalt.Surfaced on the tot:off side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS®Stratavent' 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 Sheet bottom side with mineral granules 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 with mineral granules. RoofMatcli ' 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. Ruberoid®SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld' 170 FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.:14-1030.02 MtAMFDADEGOUNTY Expiration Date: 11/06/18 JAPPROVEDI Approval Date: 11/05/15 Page 2 of 30 Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOuf'Fire Barrier Coating,VersaShield'Fire-Resistant Roof Deck (optional) Protection or Securock'Gypsum-Fiber Roof Board. Base sheet: GAFGLAS'#80 Ultima Base Sheet, GAFGLAS'Stratavent*Eliminator Nailable Venting Base Sheet,Ruberoid'Mop Smooth,Ruberoid'20,Ruberoid" SBS Heat-Weld"°Smooth or Ruberoid'SBS Heat-Weld'"25 mechanically fastened to deck as described below; Fastening GAFGLAS'Ply 4,GAFGLAS'F1exPly"'6,GAFGLAS'#75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf.See General Limitation #7) .... GAFGLAS'Ply 4,GAFGLAS F1exPly 6,GAFGLAS'#7S.B'3s$Sheet ar�py •• of above base sheets attached to deck with Drill-Tec'#12 Feder w,Drih-Teti ....:. #14 Fastener or Drill-Tec'XHD Fastener and Drill-Tec'Y"Steel Plate,Drill- • Tec'AccuTrac'Flat Plate or Drill-Tec'AccuTrac'Recessed Plate instdlled. • ... . .. ..... 12"o.c. in 3 rows. One row is in the 2"side lap. The others ow. are equa�ly� . spaced approximately 12"o.c.in the field of the sheet. • .. .. .. . ...... (Maximum Design Pressure—45 psf.See General Limitatien.#7) .• GAFGLAS'F1exPly—6,GAFGLAS'#75 Base Sheet or arty of above tpV"• •••• sheets attached to deck with approved annular ring shank naUs.an&tin caps ata fastener spacing of 9" o.c.at the 4"lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf.See General Limitation#7) GAFGLAS'#80 Ultima'Base Sheets,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 base sheets attached to deck with Drill-Tec`'#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 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. (MaWmum Design Pressure—60 psf.See General Limitation #7) NOA No.: 14-1030.02 MIAMi�ADECpUNTY Expiration Date: 11/06/18 - AP•^• i Approval Date: 11/05/15 Page 28 of 30 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3"inverted Drill-Tec'insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9"in the field. (Mw mum Design Pressure—60 psf.See General Limitation#7) GAFGLAS®#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"'#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' AccuTracl 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 Genera[Limitation#7) Ply Sheet: (Optional except over Ruberoid®Mop Smooth,Ruberoid'20,Ruberoid®SBS Heat-Weld's Smooth or Ruberoid®SBS Heat-Weld"25)One or more plies GAFGLAS'Ply 4 or GAFGLAS"FlexPly"6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.or Ruberoid'Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid®Torch Smooth,Ruberoid®Torch Granule,RoofNUtch7 APP Modified Granular,Ruberoid®EnergyCap'Torch Granule FR,Rubp1gild® EnergyCap" Torch Plus FR,or Ruberoid'Torch FR torch a6ppliod accoNin&fo .... • manufacturer's application instructions. •• • ego* 6 Or 000:00 .. 0 0696.0 One or more plies of Ruberoid'SBS Heat-Weld''Plus,Rulieroidl SBS Heat- :0000: Weld"Plus FR,Ruberoid®SBS Heat-Weld? 170 FR,RubetpI(F.Eric rgg0**4°- 0 6 6.6 SBS Heat-Weld'Plus FR, Ruberoid®SBS Heat-Weld'Graaulc4 Ruberoid`.SBS .....• Heat-Weld"Smooth and Ruberoid®SBS Heat-Weld"25 applied accoraiog to 9 9 6 6 6 manufacturer's application instructions. • 0000. Surfacing: Optional on granular surfaced membranes; required for;smaot h mombranes. :0000: Chosen components must be applied according to manufaMurer's appffralion • • instructions. All coatings must be listed within a current NOA. 00 1. Gravel or slag applied at 400 lbs./sq.and 3001bsJsq.respectively in a flood coat of Approved asphalt at 60 lbs./sq. 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,Topcoats MB Plus(to be used as a primer with Topcoat's' Membrane)or Topcoat®Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No..-14-1030.02 CKMF! ECOUNTY Expiration Date: 11/06/18 •••. r Approval Date: 11/05/15 Page 29 of 30 WOOD DECK SYSTEM LumnATIONS: 1 A slip sheet is required with GAFGLAS'Ply 4 and GAFGLAS'FlexPlyTm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum%a"DensDeck®Roof Board or%2"Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LiwrAmNB: 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 applicationaf either syst@t1t shall .... • be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a mMUm 690.60 96 design pressure of 45 ps . .000.6 � • 5. Fastener spacing for insulation attachment is based on a Minimum Characteristie Awce(F')value of ;•••• 2751bf.,as tested in compliance with Testing Application Standard TAS 105. cif the•fastener wiue, 00:060 as field-tested,are below 2751bf.insulation attachment shall not be acceptably' �666069 "69:64, 69:96 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment i3 bas8d 6 6 0 0:• on a minimum fastener resistance value in conjunction with the maximum design;alpe listed within 0 a specific system. Should the fastener resistance be less than that required,as determined 01 the• , Building Oficial,a revised fastener spacing,prepared,signed and sealed by a Mends Regi�ed :"' 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 comer 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 comers 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.:14-1030.02 MIAMt oDESott�r Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 30 of 30 TGFU.R1306-Roofing Systems Page 4 of 56 Cap Sheet—"GASFGLASO EnergyCap—BUR Mineral Surfaced Cap 5heer. 13.Deck:C-15/32 Incline:1 Insulation(Optional):—One or more layers partite or wood fiber or glass fiber or poiymocyanurate or urethane or perlite/pelyisoeyanurate composite or perlite/uret:ane composite or wood fiber/polyisacyanurate composite or phenolic,any thickness. Bane Shed—Two or more plies Type G2%AFGLASO 075 Base Sheet","Til-li"#75 Base Sheet",or Type G3'GAFGLAS®Mineral Surfaced Cap Sheet"or'Tri-Ply®Mineral Surfaced Cap Sheet'. My Sheet(Optional):—One or more plies Type Gl. Membrane:—One or more plies°Ruberold@ Torch Smooth"or"Ruberotd®Torch Granule'or"Rubero:d®Torch Granule Pis"or 'RuberoidS Mop Smooth'or°Ruberoldt Mop Smooth 1.5"or'RuberaidO Mop Smooth Mus"or'Ruberold®Mop Granule"or-Rubero-d Mop Plus Granule"or'ROOFMatchlm SBS Modified Granular"or'Tri-Ply®SBS Modified Bitumen Membrane'or"ROOFMatchTM APP Modred Granular'or°Tri-Ply®TP-4G"or'Tri-Ply@ T114"or'Ruberold®Dual Smooth". Cap Sheet:—"GASFGLAS®EnergyCap—BUR Mineral Surfaced Cap Sheet". i. k:C-15/32 Incline:2 ( Insulation(Optional):—One or more layers perms or wood eber or glas,flyer or Pah4socyanurate oernte/polvisocvanurate composite or vrood fiber/polyisocyanuratae composite any thickness mechanically or adhered with trot roofing asphalt Base Sheet:—One ply"GAFG-ASilih Stratevent Eliminator Venting Base Sheer or Type G2 fully adhered with hot roofing asphalt Ply Sheet;—Two or more plies Type GI or'Ruberold®Mop Smooth"or'Ruberold®Mop Smooth 1.5'or'Ruberolde Mop Smooth Plus" or,,, b_eroid®�20,".,or°Ruberoid@ 20 ifT'fully adhered with but roofing asphalt Mem ra�'GAFGLAS®N>Ineiaj Slfij o Cap Sheet°or TzAFGLA56 E-nergycap^°BUR Mineral Surfaced Cap Sheer fully a0tiered with hot roofing asphalt , Beck:C-15/32 incline:1 0000 Insulation(Optional):—Any thickness perfiite or wood fiber or glass fiber or polyismanurate mecharlycaily fastened oPt4NVfi with • • OMG Inc."OlyBond Fastening System'or any UL Classified Insulation adhesive. • • • a aarri®r ward:—Minimum%A-fn.thick Georgia-Pacific Gypsum LLC'DensDedc@ Roofboard"or"DensDe&4Pdmt6 Rootbtwd%or • 'DensDeck DuraGuard'"Roofboard'or minimum w-In.ih/uc Unucd swc orpaum c—p--sscunoakre� f�rd"try Frac-cc��or • 'SECUROCK®Glass-Mat Roof Board'(Type SGMRX)mechanically fastened or adhered with OMG Inc.!O O®dFas;9n"g Ne$or anVP..... UL Classified insulation adhesive with butt Joints in the barrier board products staggered a minimum of 611AMM M plywood deck Joints. • • 0000•• : ease Sheet:—One ply Type G2°GAFGLAS®X75 Base Sheet'or°Tri-Ply VS Base Sheet"mechanically iaisfieped •••• • • Ply Sissy—One or two pries Type G1"GAFGLAS®Ply 4"or'Tri-Ply 4'or'GAFGLAS®Flex Ply 6"or T9%e•(K'tiAFGtASV"�75•Base • • Sheer or"Tri-Ply#75 Base Sheet'fully adhered with hot roofing asphalt. a • • Cap Sheet—one ply Type G3'GAFGLAS®Mineral Surfaced Cap Sheet"fully adhered with hot roofing It i •• •a *sees Surfacing(optional):—'TOPCOAT®EnergyCote"'"applied at a rate of 2 gal/100-ft2. •• •• •• • 000000 *0000• • • 16.Deck:NC Incline:1/2 • • •0 • •000:0 000•• Insulation(Optional):—Any ditkness perrite or wood fiber or glass fiber or polyisocyanurate mechAVW f*ened gfaQherl d with :000% OMG Inc.'OlyBond Fastening System'or any UL Classified insulation adhesive. • • Base Sheet—One ply Type G2-GAFGLASO#75 Base Sheet or'Tri-Ply#75 Base Sheet'mechanically fastened •• Ply sheet—One or two plies Type Gl°GAFGLAS®Ply 4"or'rd-Ply 4'or'GAFGLASO Flex Ply 6"or Type G2"GAFGLAS®#75 Base Sheer or"Tri-Ply#75 Base Sheet'fully adhered with hot roofing asphalt. Cap Sheet—One ply Type G3"GAFGLAS®Mineral Surfaced Cap Sheet fully adhered with hot roofing asphalt Surfacing:—'TOPCOAT®Energycobe`®'or'TOPCOATO MB PILLS-white'or'Matrix 322'applied at a rate of 2-gal/10041:2. 17.Deck:0-15/32 Indlae:1/2 insulation(optional):—Any thickness perlite or wood fiber or glass Fiber or pohisowanurate mechanically fastened or adhered with OMG Int'OIyBapd Fastening System"or any UL Classified limitation adhesive. Barrier Bard:—Minimum Y4-in.thick Georgia-Pacific Gypsum LLC'DBasDedc@ Roafbaard'or"DensDeck Prime®Rooiiward"or "DensDeck DuraGuard10°Roof ioard'or minimum Y-In.thl[k Untied States Gypsum Corp-'SECUROCKA Roof Board'(Type FRX-G)or -SECUROCK(D Glass-Mat Roof Board'(Type SGMRX)mechanically fastened or adhered with OMG Inc."Olyaond Fastening System"or any UL Classified insulation adhesive with butt joints in the barrier board Products staggered a minimum of 6-41.from plywood deck joints. Bast_Sheep—One ply Type G2"GAFGLAse#75 Base Sheet'or"Tri-Ply#75 i Sheet mechanically fastened Ply Slheeti—One or two plies Type G1"GAFGLASO Ply 41 or'Tri-Ply 4"or"GAFGL AS®Flex Ply fi"or Type G2'GAFGLAS00 x 7S Base Sheet or-Tri-ply#75 Bam sheet"(nilly adhered with hot roofing asphalt. Cap Sheet:—One ply Type G3"GAFGLAS®Mineral Surfaced Cap Sheet"fully adhered with hot roofing asphalt Surfacing:— TOPCOAT®EnergyCote'"'or*TOPCOAT@ MB Plus-white'or'Matrix 32-2-applied at a rate of 2-gal/loll-fta- 18.Deck:NC Incline:1 Insulation(aptionai).—Any thickness perlltie or wood fiber or gins fiber or polyi6ocyanurate mechanically fastened or adhered with OMG Inc"oly8and Fastening System"or any UL Classified insulation adhesive. Base Sheet:—One ply°GAFMAS@ Strdtavent Biminat3or venting Base Sheet"or Type G2 fully adhered with hot roofing asphait Ply Sheeb—one or two plies'Ruberoidip Mop Smooth'or'Ruberold®Mop Smooth 1.5"or'Ruberol"Mop Smooth Pius'or-Rutheroid® 20"or'Ruberofd®20(0177"fully adhered with int roofing asphalt Membrane:—One ply"GAFGLAS®Mineral Surfaced Cap Sheet'fully adhered with hot roofing asphalt Surfacing:—'TOKOATO EnergyCote'"-or-TOPCOAT®MB Pis-white"or"Matrix 322'appNed at a rate of 2-gal/100-fe. http://database.ul.com/cgi.-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=TG... 2/6/2013