The URL can be used to link to this page

FR-18-90 1 I Inspection Worksheet Miami Shores Village 1 0050'N.E.2nd Avenue Miami Shores,FL Phone:,(305)795-2204 Fax: (305)756-8972 Inspection Number: IN5P-2952$9 Perrnit Number: RF-4-18-90 .Scheduled Inspection Date,April 25,2018 Permit Type: Roof Inspector.Naranjo,Ismael Inspection Types Fined Roof 'Owner, GOMEZ,RODOLFO AND St1SANA Work Classification: Tile ,Job Address:1156 NE 101 Street Miami Shores,FL_ Phone Number (305)898-8841 Parcel Number 1132050190250 Project: <NONE> Contractor: PIONEER'ROOFING COMPANY INC Phone:(964)920-7688 'Banding-Department Comments � Infractio Passia 'e5ffiments RE-ROOF INSPECTOR COMMENTS False Inspector Comments Passed Failed �. Correction Needed Re-Inspection ( � Fee i No'Additonal Inspections can be scheduled until re-Inspection fee is paid J , April 24,2018 For Inspections please Call: (305)78249+9 mage 9 of 23 Ci of :. Florida � BUILDING DIVISION RE: Permit#- 1 Inspection Affidavit I , ,licensed as a( ontractor*/Engineer/Architect, (please 'nt oeme and circle LieType) uilding Inspector" License#; 0(M os-d.oW 4 On or about � I did personally inspect the ropf (Date&time) S� t deck nag Un and/or secondary water barrier work at l�s� 44� Ze � , (circ/¢one (Job Site Address) iz Based upo the amination I have determined the installation was done according to the H e 'ti ' fit Manual(Bas n253.944 .S.) Signature STATE OF FLORIDA COUNTY OF ' Swom to and subscribed before me this =� day of y l �� .201A _ By L*pN_-t (7th, ( 1 XNoP4ub ' We of Florida , '".- MICHAEL 8AIFMAN 'c MY COMMISSION#4988580poll r EXPIRES May 03,2020 (Print,type p name) 4;7 ""im $Ww,� Commissiazt No. Personally known AC or Produced Identification Type of identification produced. 'General,Building,Residential,or Roofing Contractor or any individual ccrtiflod under 468 F.S.to melte such an inspection.Include photographs of each plane of the roof with the permit#or address#clearly shown marked on the deck for each inspection. F'� Permit No. IAF'-1-18-90 `yHuaFs Miami Shores Village M Permit Type:Roof 10050 N.E.2nd ANE venue Iti' � WortsClesrfrcation:Tile Miami Shores,FL 33138-0000 Permit Status:APPROVED Phone: (305)795 2204 �COR1D4' issue oate: 1130/2018 Expiration: 07/29/2018 Project Address Parcel Number Applicant 1156 NE 101 Street 1132050190250 Miami Shores, FL Block: Lot: RODOLFO AND SUSANA GOME; Owner Information Address Phone Cell RODOLFO AND SUSANA GOMEZ (305)898-8841 Contractor(s) Phone Cell Phone Valuation: $ 24,397.00 PIONEER ROOFING COMPANY INC (954)920-7688 Total Sq Feet: 2784 Type of Work:Re Roof Available Inspections: Additional Info:RE-ROOF Inspection Type: Classification:Residential Scanning:4 Up Lift Report) Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond $500.00 CCF $15Invoice# RF-1-18-58109 .00 DBPR Fee $4.50 01/11/2018 Check#: 15440 $50.00 $809.50 DCA Fee $3.00 01/30/2018 Check#: 15472 $809.50 $0.00 Education Surcharge $5.00 Bond#:3621 Permit Fee-New Roof $300.00 1 Scanning Fee $12.00 Technology Fee $20.00 Total: $859.50 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.,Ind,zoning Futhermore,I authorize the above-named contractor to do the work stated. (�// G'��r January 30, 2018 AuftikPizecl Signature: r / Applicant / Contractor / Agent Date Building Department Copy January 30, 2018 1 Miami Shores Village D Building Department artment N 1 l ops _ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 I INSPECTION LINE PHONE NUMBER:(305)762-4949 �»�t i FBC 20(:q _ `BUILDING Master Permit NO.-2_F)q— 0 PERMIT APPLICATIONSub Permit No. )JBUILDING F-1ELECTRIC ❑ ROOFING ❑ REVISION E] EXTENSION [:]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP \WCO CONTRACTOR •� DRAWINGS JOB ADDRESS: \\�J � 1y )m S�. �lw•.. S�*r+-S �� J3]I'\ f` t City: Miami Shores County: Miami Dade Zip:ISM Folio/Parcel#: I\ Is the Building Historically Designated:Yes NO x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):,l�(I�.O\�o �Tbt.2, Phone#.�" Address: \\AS(9 &)E, ION SA_ ^1 ^-�Q City: 1 1.hw�� State: Zip: n� 7 y t Tenant/Lessee Name: Phone#: Email: sy CONTRACTOR:Company Name: ,V t%rC- 1 � � � Phone#: S Address C),Q City:\ \ State: Ziip+�-��.� Qualifier Name: �An V�t.� o�..J� Phone#:G �' State Certification or Registration#:CC;CD!�>-to 1\ Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: rZip: Value of Work for this Permit:$'�IA .�� .�� Square/Linear Footage of Work: Type of Work: ❑ Addition �❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile. o�-�-s.xcr � �: �cs— 1� C c�,-c�..\ t 1Q•v� Submittal Fee$ CID Permit Fee$6:SM CCF$ CO/CC$ Scanning Fee$ Radon Fee$�3 CJ� DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$$ Structural Reviews$ Bond$ � TOTAL FEE NOW DUE$ '=�C)Cf * T\ (Revised02/24/2014) V o—l 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 r 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..... I OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issue In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. I Signatur Signat e OWNER or AGE C CTOR The foregoing instrument was acknowledged before me this The foregoing instt m—ent was acknowledged before me this rrday of 20 by day of �2 20 ` by � ��T�•.--� who is personally known to 2 �ti (�I31 who s �rsonallyn to me or who has produced ALN as me or who has 1 irndijrpri as Al fNDRE� WHARTON identification and who did take an oath. identification a I. to e apppp�aat :� MY COMMI SION#FF854573 NOTARY PUBLIC: NOTARY PUBLI -"-&4 • EXPIRES January 26.2020 :�.^ ANDREW WHARTON •: MY COM ON M FF954573 ,snit t4i+c's3 PbneeNaa•sxvicemr :S January 26.2020 Sign: ,,,T Sign: Print: Print: . �••. Seal: Seal: rrrs****s****ss*******•r***t* rrr* **ss s�**ss******s***s**s**************s***s*******s***sss*ess:*s****ss 1 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) 1/4/2018 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On 1/4/2018 Property Information .: Folio: 11-3205-019-0250 -' Property Address: 1156 NE 101 ST 1 i Miami Shores,FL 33138-2607 Wo Owner RODOLFO R GOMEZ&W SUSANA , F Mailing Address PO BOX 531155 MIAMI,FL 33153-1155 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use a FAMILY: 1 UNIT }r Beds/Baths/Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,981 Sq.Ft Living Area 1,258 Sq.Ft ' Adjusted Area 1,645 Sq.Ft Taxable Value Information Lot Size 8,775 Sq.Ft 2017 2016 2015 Year Built 1950 County Assessment Information Exemption Value $501000 $50,000 $50,000 Taxable Value $217,686 $212,181 $210,359 Year 20 2016 2015 - School Board -- Land Value 16,734 $294,255 $267,765 Exemption Value $25,000 $25,000 $25,000 Building Value $114,492 $114,492 $115,446 XF Value $3,196 Taxable Value $242,686 $237,181 $235,359 $3,4 $3,505 City Market Value $433,690 $412,252 $386,407 Exemption Value 1 $50,000 $50,000 $50,000 Assessed Value 1 $267,686 $262,181 $260,359 Taxable Value 1 $217,686 $212,181 $210,359 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes AssessmentTaxable Value $217,686 $212,181 $210,359 Cap Reduction $166,004 $150,071 $126,048 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Second Homestead Exemption 1 $25,000 $25,000 $25,000 - Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 10/01/2005 $605,000 23940-4487 Other disqualified Board,City,Regional). 07/01/2005 $539,000 23643-2207 Other disqualified 08/01/1998 $159,000 18258-0970 Sales which are qualified Short Legal Description 02/01/1988 1 $94,000 13584-1164 Sales which are qualified MIAMI SHORES SEC 8 REV PB 43-67 LOT 2 BLK 177 LOT SIZE 75.000 X 117 OR 18258-0970 0898 1 COC 23940-4487 10 2005 6 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 Vorsion: 4 BROWARD (954) 920-7688 PIONEER ROOFINGINGCO.' FAX 767 ( ) 923 26 77 206 pioneer@pion eerroofngcompany.cor . jM ®HOLLYWOOD, CC-C058041 JOB NAME: SAME ADDRESS: TO: Mr. and Mrs. Rudy Gomez '• 1156 N. E, 101" Street Miami Shores, Fl. 33138 DATE:. 9/6/2017 - ' ME1viIlE�t Pagel of 10 We are pleased to submit the following,estimate on the above captioned job. r I. SLOPED ROOF 1. Remove existing tile and roofing from roof and premises. 2. Remove existing gutters and downspouts from the roof and premises. SEE NOTES BELOW. 3. Remove all damaged sheathing and fascia. SEE NOTES BELOW. 4. Install rafter helpers, where necessary. SEE NOTES BELOW. 5. Install new sheathing and fascia where damaged removed. SEE NOTES BELOW. 6. Install one (1") inch by two (2") inch pressure treated wood riailers around the entire perimeter of the roof overhang, if required. SEE NOTES BELOW. 7. Install caulking at all seams of new 4fascia and wood nailers. 8. Install white prime coat of paint over all new fascia and wood nailers. 9. Install ONE (1) ply base sheet nailed to wood sheathing as per the newest Florida Building Codes. 10. Install galvanized eaves drip around the entire perimeter of the roof overhang. 11. Install ONE (1) ply ASTM ninety(90 lb.) pound slate mopped in hot asphalt and back nailed. 12. Install ADDITIONAL ply of ASTM ninety (90 lb.) pound slate in all valleys. J 13. Install sixteen inch (16") wide, twenty-six (26) gauge galvanized metal in all valleys. Prime flange. Set same it mastic. Flash same with TWO (2) ply mastic and membrane. 14. Install new lead flashing at all plumbing vents through roof after removing existing. Prime flange. Set same in mastic. Flash same with.TWO (2) ply mastic and membrane: 15. Install TWO (2) ply mastic and membrane flashing over the flange of the existing metal where the roof change; levels and/or directions. SEE NOTES BELOW. 16. Install approved-flashing where the sloped roof ties into the flat roofs. Seal top' of,same gas per the newest Florid Building Codes. 17. Install galvanized metal "HAT FLASHING" at all hips and ridges. Galvanized metal "HAT FLASHING" to be set in mastic, primed, and flashed with mastic and membrane. 18. Install new concrete thirteen (13") inch flat tile securing all hip and ridge to the galvanized metal "HAT FLASHING"as per the Test Protocols for the High-Velocity Hurricane Zones outlined in the current building code: Tile color to be DARK GREY IF AVAILABLE AND CONSIDERED STANDARD`as selected by owner from AVAILABLE AND CATEGORY ONE (1) COLORS. 19. Install aluminum coating over all exposed mastic furnished and installed by this Contractor. 20. Remove all roofing debris from roof and premises. . II. FLAT ROOF 1. Remove existing roofing from roof and premises. 2. Remove existing gutters and downspouts from the roof and premises. SEE NOTES BELOW. 3. Remove all damaged sheathing, fascia, and soffit. SEE NOTES BELOW. "YOUR FRIENDS PIONE R OMPANY, INC. IN HIGH PLACES" Lanny Gelfand ` BY' CEO When this job is accepted please sign and return one copy which 11 be order to proceed with work and constitute the entire agreement of the parties. No verbal agreement shall be a part o this contract. The undersigned accepts the above job at the price quoted and agrees to pay for said work promptly as herein specifies If any sums due are collected by suit or demand of an attorney or collection agency then the undersigned agrees to pay all costs, including reasonable attorney fees, for collection. r DATE 12,2 p _7Z ACCEPTED BY: TITLE: QCU � ! P,4110 4&zo oZ CP, I�� BROWARD (954) 920-7688 PIONEER RFAX (954) 923-2677836-5767 2326767 pioneer@pioneerroofingcompany.com /,2026 GRANT STREET * HOLLYWOOD, FLORIDA 33020-3546 CC-C058041 JOB NAME: SAME ADDRESS: TO: Mr. and Mrs. Rudy Gomez ,1156 N. E, 101 sc Street Miami Shores, Fl. 33138 DATE: 9/6/2017 .Page 2 of 10 We are pleased to submit the following estimate on the above captioned job. 4. Install rafter helpers, where necessary. SEE NOTES BELOW. 5. Install new sheathing, fascia, and soffit where damaged removed. SEE NOTES BELOW. 6. Install one (1") inch by two (2") inch pressure treated wood nailers around the entire perimeter of the roof overhang, if required. SEE NOTES BELOW 7. Install caulking at all seams of new fascia, soffit, and wood nailers. 8. Install white prime coat of paint over all new fascia, soffit, and wood nailers. 9. Install ONE (1) ply base sheet nailed to wood sheathing as per the newest Florida Building Codes. 10. Install THREE (3)ply fiberglass IV ply sheets mopped in hot asphalt. 11. Install galvanized eaves drip around the entire perimeter of roof overhang. Prime flange. Set same in mastic. Flash same with TWO (2) ply mastic and membrane. 12. Install galvanized pitch pans around all penetrations through roof. Prime flange. Set same in mastic.-Fill same with roofing cement or hot asphalt. Flash same with TWO (2) ply mastic and membrane. 13. Install new lead flashing at all plumbing vents through roof after removing existing. Prime flange. Set same in mastic. Flash same with TWO (2) ply mastic and membrane. 14. Install TWO (2) ply mastic and membrane flashing over the flange.of the existing metal where the roof changes levels and/or directions. SEE NOTES BELOW. 15. Install CLASS "A" fiberglass cap sheet mopped.in hot asphalt. 16. Install granules in all asphalt"bleed-outs"throughout the cap sheet roofing system. 17. Install approved flashing where the flat roof ties into the sloped.roof. Seal top of same as per the newest Florida Building Codes. 18. Install aluminum coating over all exposed mastic furnished and installed by this Contractor. 19. Remove all roofing debris from roof and premises. SUM OF ENTIRE JOB: Twenty-Four Thousand Three Hundred Ninety-Seven Dollars $24,397.00 s NOTE: THE EXISTING GUTTERS AND DOWNSPOUTS WILL NOT BE REPLACED BY THIS CONTRACTOR. GUTTERS AND DOWNSPOUTS TO BE INSTALLED BY OTHERS UNDER THE SUPERVISION OF THIS'CONTRACTOR. ' NOTE: AS OF APRIL 01, 2016, THE BUILDING DEPARTMENT IS REQUIRING STAINLESS-STEEL— NAILS IN LIEU OF GALVANIZEDNAILS. THE COST FOR THE STAINLESS STEEL NAIL IS PROHIBITIVE. THE SCOPE OF WORK AND CONTRACT AMOUNT INCLUDES THE COST FOR THE STAINLESS STEEL NAILS. "YOUR FRIENDS PIONEE O G ANY,'INC. IN HIGH PLACES" Lanny Gelfand 1917 By CEO When this job is accepted please sign and return one copy which.wKartof r r to proceed with work and constitute• the entire agreement of the parties. No verbal agreement shall be ah contract. The undersigned accepts the above job at the price quoted and agrees to pay for said work promptly as.herein specifie4 If any sums due are collected by suit or demand of an attorney or collection agency then the undeirsigned agrees to pa) all costs, including reasonable attorney fees, for collection. DATE /Z- ZO -- ZG I-V ACCEPTED BY: TITLE: 6 LU rtZ/'L— s M iami Shores- Village Building Department h. 1& 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 EXISTINGSITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date:LZ Z U 2 10050 NE 2nd Ave Miami Shores, F1,53188 Re: Owner's Name: �kQ A-;A o uw�tj_ Property Address: �Nacy I ZA S�' �w�:� Shos►S <„ �3� k ofng Permit Number: Dear Building 0Icial: .certify that.1 am not required to retrofit the roof to wall connections of my' building because: Xhe'just valuation for t6 structure for purpose of ad valorem taxation is less than $300,000.00; Please-attach proof of ad valorem taxation. ii The building was constructed in compliance with°the provisions of 1he,Florida Building Code (FB C) or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) #. ignaltuZ 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 t •- DREW WHARTON 'c My COMMISSION#'FF954573 •y?9! EXPIRES January 26,2020 Notary Public, Sate of'Florida at Larg ao✓�'a.4c•s, F ,,„,ls6w.ftcarr • 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 nofconstructed 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 5121/2009 I '4� CERTIFICATE OF LIABILITY INSURANCE ii2 12018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights.to the certificate holder in lieu of such endorsement(s). PRODUCER NAMEACT Grisel Prego' Keen Battle Mead & Company PHONE -1101, FA(AfXNo,:(305)622-4722 7850 Northwest 146th Street ADDREL :gprego@kbmco-COM Suite 200 INSURER(S)AFFORDING COVERAGE NAIC# Miami bakes FL 33016 INSURER A Watford Specialty INSURED INSURER B:Continental Insurance Company 5289 Pioneer Roofing Company, Inc. INSURER C:Commerce & Industry Ins. Co. L 2026 Grant Street INSURERD.Valley Fore Insurance Co 20508 INSURER E: Hollywood FL 33020 INSURER F: COVERAGES CERTIFICATE NUMBER:17/18 GL BA UMB WC REVISION NUMBER:' THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM/DD GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTffff- X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence) i $ 100,000 A I CLAIMS-MADE a OCCUR BRCGL0005201 1/13/2017 1/13/2018 MED EXP(Any one person) $ 5,()00 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 X POLICYX PRO LOC $ AUTOMOBILE LIABILITY E MBB d..SINGLE LIMIT 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ i B ALL OWNED SCHEDULED 088454402 /1/2018 /1/2019 BODILY INJURY(Per accident) $ AUTOS AUTOS HIRED AUTOS NON-OWNED PROPERTY DAMAGE $ AUTOS Per accident Medical payments $ 5,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 3,000,000 C EXCESS LIAB CLAIMS-MADE AGGREGATE $ 3,000,000 DED I X I RETENTION$ F.BU017519017 1/13/2017 1/13/2018 $ D WORKERS COMPENSATION X WC STACOMPENSATIONAND EMPLOYERS'LIABILITY YIN N ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ 500,000 OFFICER/MEMBEREXCLUDED? ❑ N/A (Mandatory in NH) 088785819 /1/2018 /1/2019 EL.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below EL.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more apace Is required) q " Pioneer Roofing Company Inc-CCC058041 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2 Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Alex Perez/JAC ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS02517mnnsi m Tho Ar nRn noma nnrl Innn ora ronia+orori mnrira of Ar_r1Rr1 t � r _ SECTION 1524 •Soo HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFIeXT"FOI 4@&ING',••-*• . CONSIDERATIONS • . 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contracV?tq piVvide the owner with '. the required roofing permit,and to explain to the'owner the content of the section.Tt%provl5ions cls A&sn R442"•• govern the minimum requirements_ and standards of the.industry for roofing system idstalgb ns.Addition ally;they following items should be addressed as part of the agreement between the owner ant1l a contractor jhg 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 be renailed_ in accordance with the current provisions of Section R4403.(The roof deck:isuually concealed prior to removing the,existing roof'system). 4. Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking an be viewed from below. The owner may wish tomaintain the architectural appearance;therefore, roofing'nail penetration of the underside"of the decking may not be acceptable.This provides the'option of maintaining the appearance. \ 6. tt . Overflow'scuppers'(wall outlets): It is required that'rainwate'r flows of so`that Athe roof is erloaded from a buildup of water.Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are,not provide . may be necessary to install overflow scuppers in accordance with the'requirements of Section R44 3 and R4413. �#O—Wner/ O --2-0/ge s Sign to Date Contrac r e05-/11s� Property Address k'� Permit Number I Revised on 7/9/2009 LD;07/01/2015; . 4 I t s F E t j 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) •••• High-Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Informations 0000 0000.. 0000.. Master Permit No. Process No. •••• • +•••+ 0000.. . • •0000 Contractor's Name Vt, 00'00 :9000* .090.0 JobAddress_W\ (D N� IOI �0.w�% aeC%4 �� , �• •.�.i• ROOF CATEGORY • • • • • Low Slope ❑ echanically Fastened Tile I Mortar/Adhesive Set Tilt'••. ❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE 0 New Roof Q Reroofing ® Recovering Q Repair P7 Maintenance ROOF SYSTEM INFORMATION r Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) 0 aL3 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflowc' ns. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and locate parapets. LL v (�, J Z \V` Q Z O LU LL J Q a: fA ~ Q l J n Ld � U � N Q ¢ 1 r ) c Z p a I- UL AA C M W d 0 WC . C �r C. Z Z a < ej I 10 b N 1 1 2018 BY• . 15.32 FLORIDA BUILDING COCE 5th Edition (2014) —BUILDING t ' d ROOF ASSEMBLIES AND ROOFTOP STRUCTURES t Florida Building Code 5th Edition (2014) •.6000 • High-Velocity Hurricane Zone Uniform Permit Application Form. •••• ; •, • • •0000• • 0000•• Section D (Steep Sloped Roof System) ;;;;;; • 0000.. 0000 . Roof System Manufacturer: •;;;;� ; ; J rV1 0000 . 0000 0000.. Notice of Acceptance Number: I r„ ��. QS 0.00•• lU 0000.. Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations) p, C-;1 t P1: \� P2: 0 1 P3: e Steep Sloped Roof System Description Deck Type: Q?o Type Underlayment: R�Slope: . 12 4 Insulation: N Fire Barrier: Rid,j VNntilation? Fastener Type& Spacing: Adhesive Type: Type Cap Sheet: S Mean Roof Height: Roof Covering: Type&Size Drip Edge: t 15.34 FLORIDA BUIL ING CODE5th Edition (2014) —BUILDING 1 t i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES f 0000 Florida Building Code Sth Edition (2014) 0.00 High-Velocity Hurricane Zone Uniform Permit Application Form. '••' : • • ' 0000•• 0000 Section E (Tile Calculations) For Moment based tiles litems,choose either Method 1 or 2.Compare the values for M with the values from M.If the • Y P' r f �YPlit•s are greatetthan ot• 0000•• 0000 equal to the Mr values,for each area of the roof,then the rile attachment method is acceptable. �..••' • � • 0000 Method I"Moment Based Tile Calculations Per RAS 127" • • . • 0000•• �.\ 3\S `` 1 0.00 (P \� x)t =1 )-Mg: � =Mr1��Q Product Approval Mfbt • • • �2:]CSCE x 7v `,�5 \\, )_Mg: Mrs��•v Product Approval Mt'"t� : • • •••• • f� 'l 000000 (P3:�x x .��J = 1. M ��=M �� Product Approval M L V t-` • •••• • 3 )- g� r3 Pp MfLa • i • • F •• • Method 2"Simplified Tile Calculations Per Table Below" Required Moment of Resistance(Mr)From Table Below Product Approval Mf Mr required Moment Resistance" Mean Roof Height Roof Slope 15' 20' 25' 30' 40' t 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 6:12 28.4 1 30.1 1 31.6 1 32.8 1 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3.Compared the values for F'with the values for Fr.If the F'values are greater than or equal to the Fr values, for each area of the roof,then the tile attachment method is acceptable. Method 3"Moment Based Tile Calculations Per RAS 127" (PI: x L = x w:= -W: x cos B =Frt Product Approval F' (P2: x L = x w:= )-W: x cos B _=Fr _ Product Approval F' (Pj: x L = x w:_ )-W: x cos B -=F,3- Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 9 Job Site t Aerodynamic Multiplier A Product Approval Restoring Moment dueto M6 Product Approval Gravity Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachment F' Product Approval Resistance Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval 4 L=length Tile Dimensions Product Approval W=width All calculations must be submitted to the building official at the time of permit application. FLORIDA B ILDING CODE 5th Edition (2014)-BUILDING 15.35 t Florida Building Code 5th Edition (2094) ••• High Velocity Hurricane Zone Uniform Permit Application Forty . •.•••• •• 10:0 Section C (Low Sloped Roof Svstem�.••• •• ••• Fill in Specific Roof Assembly Components Fastener Spacing for A0000 ehvr¢aseAbv@t V066• and Identify Manufacturer Attachment •••• •• (If a component is not used,1dentify"as"*NA j • :••• Q .�...... .... Field:!'oc @ Lap,#Rows•T• '•oC • System Manufacturerco"'}o., • NOA No.:,3' ��.0'{•�� Perimeter. "oc Q Lap;#Fipws'T� W .%• : ••• Design Wind Pressures;From RAS 128 or Calculations: Comer oc a Lap'#RowsTJ� •.• • 1 Pmax1 S1•� Pmax2;%,� Pmax3.1 a_�1 Number of Fasteners Per insulation• • Board Max.Design Pressure,From the Specific NOA system:51.5 w/ c._,� -" \;y z"We-r Field Perimeter-Co ner` Deck: r` \ Illustrate Components Noted and Type: o o Details as Applicable: c Gauge/Thikness S��S Woodblocicing, Gutter, Edge, Termination, r Stripping, Flashing, Continuous Cleat.' Cant Slope: Strip, Base Flashing, Counter- Flashing, ) Coping, Etc. . t Anchor/Base Sheet&No.of Ply(s): ss tM Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, or/Base Sheet Fastener/Bonding Material: Material Thickness, Fastener Type, Fastener \`�.1�:�� S\.... 11tJJ��A,•\s w� ll 1^ic�C• C.os Spacing or Submit Manufacturers Details that Insulation Base Layer: N (:� Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base.Insulation Fastener/Bonding Material: t';�cs 1�•6 St,1' ..� Top Insulation Layer. o.tap .�� FT. G Top Insulation Slee and Thickness: Parapet Top Insulation Fastener/Bonding Material: Height F Base Sheet(s)&No.of Ply(s): i FT. Base'Sheet Fastener/Bonding Material: Mean Ply Sheet(s).&No.of Ply(s).` y Roof HeigM Ply Sheet Fast er nding Material: Top Ply �C�tt.Q o.SS Co`p S�w'C !y R�.5�•.,k�� Nqpry.Fl\s pnr Ing Material: Surfacing: 1123_01-48 8/15 PAGE 3. I MIAMI• •••• . .MIAM)r➢A�}E COUMPr•:- PItQPJGr COXTROL SECTION• DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) •01 L8.05 SW 2$t Veet Room i"••• BOARD AND CODE ADMINISTRATION DIVISION •••:•Miami,Florida 33175-2474 . T(8 j 15-2590 F(7$()315-2W • NOTICE OF ACCEPTANCE (NOA) • wt�p!miamia'8de:?o'v/econom • • • Boral Roofing,LLC ••• :""' ..•••• 7575 Irvine Center Drive,Suite 100 • Irvine,CA 92618 : •:• """ 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 bd valid after the expiration date stated below. The Miami-Dade County Product Control Section (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves'the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Saxony 900 Concrete Roof Tile 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 NOA No.13-0723.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0711.05 QMIAMMMI-D�ADECO= t Expiration Date: 04/26/22 1 << t Approval Date: 09/29/16 Page 1 of 8 t , i E. t ROOFING ASSEMBLY APPROVAL ••.• Category: Roofing w . . . .... ...... Sub-Category: Roofing Tiles " ' •.•i• •• Material: Concrete •••:•• •..••. Deck Type: Wood ••.+•• """ 1. SCOPE • This NOA approves a system using Saxony 900 (Slate, Shake & Split Shak4c."crete•Roof Tile, as • manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance:•t9t jocati&e** where the pressure requirements, as determined by applicable Building Code, do not ex�eel the design press&,es a 9: values obtained by calculations in compliance with RAS 127 using the values listed'lh the installation section • herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product ' Applicant Dimensions Specifications Description Saxony 900-Slate Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-5/32" batten,mortar set or adhesive set applications. Saxony 900 Length= 17" TAS 112 Flat profile,interlocking,high-pressure extruded Split Shake Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Top surface produced with 4 different configurations: 1. Complete tile brushed 2. Right half brushed(shown in drawing) 3. Left half brushed 4. No brush Saxony 900-Shake Length= 17" TAS 112 Flat profile,interlocking,high-pressureiextruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. t Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona,concrete roof Width:varies _ pieces for use at hips,ridges and rakes. varying thickness NOA No.: 16-0711.05 MIAM ME COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of r 2.1 MANUFACTURING LOCATION •• . . .... ...... 2.1.1 Lake Wales,FL ...... . ...... 2.2 EVIDENCE SUBMITTED: •••••• :....: Test Ageney Test Identifier Test Name/Report '....' : * ale ..••• The Center for Applied 94-084 Static Uplift Testing 1994 Engineering,Inc. TAS 101 (Mortar Set) •• The Center for Applied 94-060A Static Uplift Testing VarcU, 1994....:. Engineering,Inc. TAS 101 (Adhesive Set) . :""' • • The Center for Applied 25-7183-6 Static Uplift Testing TAS 1(%.' Feb•1995 • • Engineering,Inc. (2 Quik-Drive Screws,Direct Deck) •• • The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering,Inc. (2 Quik-Drive Screws,Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering,Inc. (1 Quik-Drive Screw,Battens) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11&III TAS 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail-On) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails Atlanta Testing& R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering,Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering,Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-7804-4&5 December 1996 25-7848-6 Walker Engineering,Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering,Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering,Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering,Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida I NOA No.: 16-0711.05 MIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 I 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in geeer4nce with TAS 106. • • 0000 """ 3.3 Applicant shall retain the services of a Miami-Dade County Certified Labora ton to perfb"-quarterly test* in accordance with TAS 112, appendix `A'. Such testing shall be subAAe*d to the Building C:de • Compliance Office for review. *::::o """ 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications MaInodards listed • section 4.1 herein. 00:0*: 00:••• 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stalt8d' otherwise by the underlayment material manufacturers published literature. • 3.6 This acceptance is for wood deck applications. Minimum deck requirements be in cpmphttnce v�th••• the applicable Building Code. . ""•• . 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119,and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight-W(lbf) Length-I (ft) Width-w (ft) Saxony 900 10.9 1.417 1.08 Slate, Shake & Split Shake Table 2: Aerodynamic Multipliers -X(ft3) Tile % (ft3) (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony 900 Direct Deck Direct Deck Battens Direct Battens Direct Battens Direct Battens Direct Slate, Shake & Deck Deck Deck Deck Split Shake 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 16-0711.05 Miaru•aaDe COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 r t Table 4: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck 'battens Profile (min 15/32" (r4in..?9/32" plywood) pri..Q9d) ;. .:. ... :. Saxony 900 2-10d Ring Shank Nails 30.9 0098.0 17.2;.. .: Slate,Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 0S8 .;. 4.9 ' Shake 2-10d Smooth or Screw Shank Nails 14.0 018'8 7.4 1 .#8 Screw 30.8 ••Jog :...:.18.2 2 .#8 Screws 51.7 •951.7 24.4 : 1-10d Smooth or Screw Shank Nail (Field 24.3 ;'2d.3: 24.2 • Clip) : ..:. 1-10d Smooth or Screw Shank Nail(Eave 19.0 : 19. . 22.1 ••• • . . 2-10d Smooth or Screw Shank Nails(Field 35.5 35.5 34.8 Clip) 2-10d Smooth or Screw Shank Nails(Eave 31.9 31.9 32.2 Clip) r Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake &Split Shake Adhesive' 31.32&3 1 See foam adhesive manufacturer's component approval for installation requirements. 2 The Dow Chemical Company TileBond� one-component foam minimum weight per paddy 13.9 grams. 3. ICP Adhesives Polyset®AH-160 two-component foam, minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Single Paddy Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset®AH-1601 118.94 Two-component foam 40.45 3 Large paddy placement of 45 grams of Polyset®AH-160. 4 Medium paddy placement of 24 grams of Polyset®AH-160. Table 7: Attachment Resistance Expressed as a Moment- Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance Saxony 900 Slate, Shake & Split Shake Mortar Seth 43.96 r 5 Tile-Tite Roof Tile Mortar NOA No.: 16-0711.05 CLAM oaoe couNnr Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 5 of 8 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". ."". • •.• .... ....•.. •• • • • •• •••••• •••••• • •••••• •••• • ••••• •••••• • • ••••• • • • • • •••••• LABEL FOR BORAL SAXONY 900 TILES LAKE WALES FLPLAWY'• •' • . i ...... LOCATED UNDERNEATH TILE " .••.•. • 6. BUILDING PERMIT REQUIREMENTS t 4 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS i NAIL HOLES r i 175/32"(Slate) 17 " COVERLOCK 13 " p UNDERLOCK I SAXONY 900-SLATE r NOA No.: 16-0711.05 MIAMI-DAD;COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 t PROFILE DRAWINGS NAIL HOLES ••��•� ••��•• 1 # � �.• �,�'' 1-9/32" 17 " 13 " Note: Available Top Surface Finishes 5. Complete tile brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE { I NOA No.: 16-0711.05 QMIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 F f PROFILE DRAWINGS 0000 • 0009•. . • .. . 0 • 99999. 0000,. 00006 . NAIL HOLES 0,000. 0000.. 9999 \ . . 00000. 999•. 0999 • .9:99: 9••999 .9.... 00 of*00000 9 9 • •999•• •• • ~' NN 1-9/32"(Shake) 17 " 13 " SAXONY 900-SHAKE END OF THIS ACCEPTANCE f { s I r f 1 NOA No.: 16-0711.05 Mu MMADE 0000 Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 8 of 8 t MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26,94eet Room 22J...0 BOARD AND CODE ADMINISTRATION DIVISION • "iami,F1d 1113175-2474 •• T'1 J03:5-2590.f.V 0.315-2599 • NOTICE OF ACCEPTANCE (NOA) ��.�iamidade.Qov/econom � The Dow Chemical Company •"" • �. W.- 1605 Joseph Drive .•�•�• ""'� 0000• 200 Larkin Center ••"' ...... ....:. Midland,MI 48674 g.•..' • "'�:� . . . . ...... SCOPE: :.0.00 This NOA is being issued under the applicable rules and regulations governing the use of cons;uctio>i materWs..The :�••• documentation submitted has been reviewed and accepted by Miami-Dade County RER -Product•Control S%��Wto 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 perforin in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TILE BOND T" Roof Tile Adhesive 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. f 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. I 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 NOA No.14-0820.08 and consists of pages I through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. s NOA No.: 16-0222.0] CMIAMH�MDECOOU Expiration Date: 08/23/21 Approval Date:04/14/16 Page 1 of 8 t ROOFING COMPONENT APPROVAL Category: Roofing Sub Category: Roof Tile Adhesive ' Material: Polyurethane . . .... ...... SCOPE: •• • This approves TILE BOND T"Roof Tile Adhesive as manufactured by The Dow Chem i*al*4!-ompany as described in•• this Notice of Acceptance.For the locations where the pressure requirements,as determined.ty.ppplicatle byilding :000% code, do not exceed the design pressure values;*as obtained by calculations in compliance %"]h bofing:Applitation..... Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using fJkE BONDTm.Roof Tjl.&..' Adhesive. •• •• •••••• . . . . ...... } PRODUCTS MANUFACTURED BY APPLICANT: •••••• . . . 0900 Product Dimensions Test Produc't•Descriptil�t•• • Specifications TILE BONDTM Roof Tile N/A TAS 101 Single component polyurethane foam roof tile Adhesive adhesive PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list attachment resistance values with the use of TILE BOND roof tile adhesive. MANUFACTURING LOCATION: 1. Wilmington, IL PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.83 lbs./ft.3 Compressive Strength ASTM D 1621 14.31 psi Tensile Strength ASTM D 1623 31.2 lbf @ 180°F, 65% RH for 120 days, concrete to concrete Water Absorption ASTM D 2842 2.21%absorbed by Volume Moisture Vapor Transmission ASTM E 96 3.00 Perm/Inch Dimensional Stability ASTM D 2126 -0.47%Volume Change @-40°C., 2 weeks -4.05%Volume Change @70°C., 100%Humidity, 2 weeks { Closed Cell Content ASTM D 2856 86.3% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation r NOAt No.: 16-0222.01 MIAMFWIDECWNTY Expiration Date: 08/23/21 ...� Approval Date: 04/14/16 Page 2 of 8 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date IBA Consultants Inc. 4848-8 TAS 101 05/19/08 4848-7 TAS 101 05/19/08 4848-6 TAS 101 '0!/1:'08 ...... 4848-5 TAS 101 .05/1,9/08 .• 4848-4 TAS 101 ...... :05MT08 ....% 4848-3 TAS 101 •••+•• 05AI 9/08 • 4848-2 TAS 101 ; OV'08 • 4848-1 TAS 101 •'•• •05/19/08 ••;••. Trinity ERD D9840.09.09 TAS 110 °09/17/09 INSTALLATION: 1. TILE BOND T'Roof Tile Adhesive may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of TILE BOND T11 Roof Tile Adhesive. a 2. TILE BONDTM Roof Tile Adhesive shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of TILE BOND T'Roof Tile Adhesive shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. TILE BONDTm Roof Tile Adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BONDTm Roof Tile Adhesive Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator'approved and licensed by The Dow Chemical Company., ' 5. Pressure treated wood filler block shall be required on all eave course of all the profiles,except on two piece barrel tile 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BONDTm Roof Tile Adhesive has been dispensed. 7. TILE BOND T'Roof Tile Adhesive placement and minimum patty weight shall be in accordance with the 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. NOA No.: 16-0222.01 MIAMH=ECOUNTY Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 3 of 8 r LIMITATIONS: 1. Fire classification is not part of this acceptance. *so* 2. TILE BOND T" Roof Tile Adhesive can be used with flat, low,medium and high tile prof>aes •••• ••••.. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard44A&120. :"••• 4. Roof Tile manufactures acquiring acceptance for the use of TILE BONDTm Roof Tile -�Aeslve roof the adhesio with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as ri'qpl fled here�p..:. • •....• 2 :66%% F'= NIS 6 5. All products listed herein shall have a quality assurance audit in accordance with the Merida Buildijg bode and•...: Rule 61 G20-3 of the Florida Administrative Code. LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo and following statement: "Miami-Dade County Product Control Approved" or the Miami- Dade County Product Control Seal as shown below. PI M{4ADE COU[VTY BUILDING PERMIT REQUIREMENTS: As required by the Building Official or;applicable building code in order to properly evaluate the installation of this system. f TABLE 1: ADHESIVE PLACEMENT FOR EACH GENERIC TILE PROFILE, Tile Placement Minimum patty Weight Contact Area Profile Detail per tile(grams) (Square inches) Flat/Low Profile #1 11.1 19.5 Medium Profile #2 11.0 19.5 t High Profile(Head) #3 22.0 39 High Profile(Nose) 11.0 19.5 Two Piece Barrel #4 11.6 20 1 NOA No.: 16-0222.01 MAMFDADECOUNW Expiration Date: 08/23/21 Approval Date:04/14/16 Page 4 of 8 r ADHESIVE PLACEMNT DETAIL LOW (FLAT) PROFILE •' DETAIL#1 .... ...... k 1 { 1 1 NOA No.: 16-0222.01 MIAMHMDECO NTY Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 5 of 8 r E MEDIUM PROFILE DETAIL#2 0000 • 0000 0000.. 0000•• • 0000.. 0000. 0000• i t , 0000 •000• • 0000 • ' •••• • 0% ••• • 0000 00 — 0000 • • , 0 0 • 0000•• 0 )000• • 0 • = y. 4 c { { o 4 { d NOA No.: 16-0222.01 MIAMMADE C2UNTYM Expiration Date: 08/23/21 ,0000 � Approvat Date: 04/14/16 { Page 6 of 8 { f { HIGH PROFILE DETAIL#3 0000 • 0000 0000.. 0000.. 0000.. 0000 %040 0000 . .. 0000 ' • • .0000. • 0000. • 0 J • 0 • _ .. � 00000 a/ p NOA No.: 16-0222.01 MIAMFQADECOUNTY Expiration Date: 08/23/21 Approval Date: 04/14/16 Page 7 of 8 r { BARREL PROFILE DETAIL#4 . . .... ...... ...... . .. ... • :. .. .. . . ... **see* _ _ . .... •• • END OF THIS ACCEPTANCE NOA No.: 16-0222.01 MIAMtMDECOUNTY Expiration Date: 08/23/21 Approval Date:04/14/16 Page 8 of 8 t k � f I MIAMI-QADE MIAMI-DADE COUNTY QUALU PRODUCT CONTROL SECTION 11805 SW 26 Streot,AQom 208 t DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) . Miami,Flori"712474 ....•• BOARD AND CODE ADMINISTRATION DMSION T(789}319-2390 F(186)31525-99 •• NOTICE OF ACCEPTANCE (NOA) wwm lxnldadA;!&;L9M ....:. ... CertainTeed Corporation ... 1 e �••••• 1400 Union Meeting Road,P.O.Box li00 •..... .... . ..... ,Blue Bell,PA 19422-0761 •••••� ••�••• . .. .. . ...... SCOPE: •• This NOA is being issued under the applicable rules and regulations governing the uSe of cbnstruCt 9i ;• •••• • materials. The documentation submitted has been reviewed and accepted by Miami-lade tountyRER- ;••••; Product Control Section to be used in Miami Dade County and other areas where allowed gy the A lho>aty • Hiving Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (Iii Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) { reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Built-Up-Roof Systems over 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 renewah 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 td-comply with any section of this NOA shall be cause for termination and removal of NOA. f ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Flonda, 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.08-0410.07 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L.Acebo. 1 NOA No.: 13-0204.14 MAMI-DADE Crrnr Expiration Da : 06/19/18 • Approval bat05/30/13 P:ge 1 of 16 G k ROOFING SYSTEM APPROVAL Category: Roofing .••• Sub-Category: Built-Up Roofing • • • G Material: Fiberglass •• ••• • 0000.. . 0000.. Deck Type: Wood . Maximum Design Pressure: -60 psf •••• .••,•• • 0000.. 0000 . 0000. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY AWLICANT.4.:. •••••• .. 00 0 000000 TABLE 1 ••�� . 0 • . 0000.. .0000. Test Preduef• '000.. .0 . . Product Dimensions SAecification Description 0 00.00 All Weather/Empire 36"x 65'10"; ASTMLD 4601. Asphalt coated, fiberglass reinforced base. Base Sheet Roll weight: 86 lbs. Type II sheet. (2_squares) UL Type 15 Flintglas®Mineral 36"X 32'10"; ASTM D 3909 Asphalt impregnated and coated inorganic Surfaced Cap Sheet Roll Weight: 78 lbs. glass.fiber surfaced with mineral granules (1 square) used as the top ply in conventional built-up roof membranes. Flintglas®Mineral 36"X 32',10"; ASTM D'3909 Asphalt impregnated and coated inorganic Surfaced Cap CooIStar Roll Weight: 78 lbs. glass fiber surfaced with mineral granules (1 square) used as the top ply in conventional built-up roof membranes. Covered with reflective CoolStar Coating. Flintglas®Ply Sheet 36"x 1647"; ASTM D 2178 Fiberglass, asphalt impregnated ply'she"et. Type IV or VI Roll weight:40155 Type IV or VI lbs. UL Type G1 (5 squares) Flex-I-Glas Base Sheet 36"x 98'9'; ASTM D,4601 SBS Modified, fiberglass reinforced base Roll weight: 90-lbs. Type II sheet. (3 squares) UL Type G2 Flex-I-Glas FR Base 36"x 98'9"; ASTM D 6163 SBS Modified,fiberglass reinforced base, Sheet Roll weight: 90 lbs Grade S sheet. (3 squares) Type I GlasBaseTM Base 36"x 98'9'; ASTM D 4601 Asphalt coated,fiberglass base sheet. Sheet Roll weight: 69 lbs. UL Type G2 (3 squares) Black DiamondTM 36"x 68'7";Roll ASTM D 1970 Self-adhering fiberglass reinforced Base Sheet weight: 78 lbs. modified bitumen base sheet (2 squares) NOA No.:1370204.14 MIAMMADE COUNTY Expiration Date: 6/19/18 • Approval Date: 5/30/13 Pag '2 of 16 APPROVED INSULATIONS: 0000 TABLE 2 • • ' 0000 •0000 • r Product Name Product Description Manufature;0000.cv • • •. .',.... 0000. (With•C*,t*r�ent NOA) • 0000.. F1intB`oard ISO Polyisocyanurate foam insulation Cert"iTeed Coi�O,,• ' • 0000. ACFoam-H Polyisocyanurate,foam insulation Atlas Roo ling CorpgXatio� ..•.. • •••••• , High:Density Wood Fiberboard Wood fiber insulation board •Gdeveric "0999 •0000. Perlite Insulation Perlite insulation board 0 Generic. ••00:0 •••••0 H-Shield Polyisocyanurate foam insulation Huntrr.PAcls,LSC 0 :*000: •• . .. DensDeck,DensDeck Prime Water resistant gypsum board Georgia Pacific Gypsums i ENRGY 3,ENRGY 3 25 PSI Polyisocyanurate foam insulation Johns Manville Corp: Multi=Max-3,Multi-Max FA-3 Polyisocyanurate foam insulation RMax Operating,LLC. APPROVED FASTENERS: # TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. -Dekfast Fasteners#14& Insulation fastener SFS Intec,Inc. V 15 HS 2. 'Dekfast`Galvalume Steel Galvalume AZ50 steel plate 2 7/8"x 3 '/4" SFS Intec,Inc. Hex Plate 3. Dekfast Dekflat Round Polypropylene plate 3"x 3 1/," SFS lntec,Inc. Plastic Lock Plate 4. #12 Standard Roofgrip& Insulation fastener for wood OMG,Inc. #14 Roofgrip and steel`. 5. AccuTrac Hektra Insulation fastener for wood OMG,Inc. and steel 6. 3 in. Ribbed Galvalume Galvalume stress plate. 3"round OMG,Inc. Plate 7. AccuTrac Plate Galvalume stress plate. 3"square OMG,Inc. 8. 3 in.Round Metal Plate Galvalume AZ50 steel plate 3"round OMG,Inc. 9. Trufast#12 DPH& Insulation fastener for wood Altenlob,Brinck&Co. Trufast#14 HD Fastener and steel decks U.S.,Inc. 10. Trufast 3"Metal Galvalume AZ50 steel plate 3"round Altenlob,Brinck`&Co. Insulation Plate U.S.,Inc. .a NOA No.: 13-0204.14 MIAMI•DADE COUNTY Expiration Date: 06j19/18 • � Approval Date: 65)30/13 Page 3 of 16 fi EVIDENCE UBMITTED: **see* 004* 0 Test Agency/Identifier Name Report-�— Date 9 • 906 TrinitylERD TAS 117(B) 3503.10.06 •••:•'10/l OM6 906•• •• •• TAS 117(B) 06490.04.07-R1••...06/27/07 `•'•': TAS 117(B)/ASTM D6862 C8500SC.11.07 ."'•41/30%4-f•••• TAS 114 C8370.08.08 ••••48/19/08 ••�••• ASTM Physical Properties C 10080.09.08-R4„'„03/25/ *•*• •••... ASTM D4601 C40050.09.12-1 ....49/28/12 • ASTM D3909 C44200.03.13 * 03/22/1:,,..:. ••�' • ASTM D 1970 C40050.09.12-2 .%/28/l!! 41 •••• .. Momentum Technologies,Inc. ASTM D 4601 AX31G8D 09/05/080• ASTM D 3909/D 4897 AX31G8C 09/05/08 Factory Mutual Research Corp. FMRC 4470 J.I.#3Y8A1.AM 03/23/96 FMRC 4454 J.I. ODW AM 04/04/97 FMRC 4470 J.I.2DOAO.AM 12/23/98 FMRC 4470 J.I. 1D7A4.AM 11/09/98 Underwriters Laboratories,Inc. UL 790 R11656 01/11/13 United States Testing Company ASTM D 5147 97457-4 06/03/88 ASTM D 5147 97-457-2R 12/02/87 PRI Construction Materials ASTM D2178 CTC-122-02-01 03/13/12 Technologies LLC ASTM D2178 CTC-123-02-01 03/13/12 ASTM D6163 CTC-066-02-01 08/09/11 ASTM D4601 CTC-127-02-01 03/13/12 t I r NOA No.:13-0204.14, MIAMGOADE COUNTY Expiration Date: 06/118 ”'• • Approval Date 05/3 13 Page 4 0 16 APPROVED ASSEMBLIES: 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 doered with app q,cd asphalt: • All General and System Limitations apply. •••••• •••••• Anchor sheet: All Weather/Empire Base Sheet,Flex-I-Glas,Flex-I-Glas FR.Q401asBase base :"••: sheet mechanically attached as detailed below. :""' ..... Fastening: Anchor sheet shall be lapped 4" and fastened with approvedztc3 flag naill.W44n caps 9"o.c. in the lap and two rows staggered in the center;tthe sheet 1.2"o.c. One or more layers of any of the following insulations. ; Insulation Layer Insulation Fasteners Fastener (Table 3) •• DepSt>;yje ENRGY 3,Multi-Max-3,H-Shield .. . Minimum 1"thick N/A N/A Approved Perlite Minimum 3/."thick N/A N/A Approved High Density Wood Fiberboard Minimum'/"thick N/A N/A DensDeck,Dens-Dec_k Prime Minimum'/V1 thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the'EVT range and at a,rate of 20-40 lbs./100 ft2. Please refer to Roofing Application! Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-I-Glas,Flex-I- Glas FR or G1asBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20-35 lbs./sq. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate,of 20-35 lbs./sq. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs:/sq. { Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA.Install one of the following: 1. Gravel or slag applied at 400 lb./sq.and 3001b./sq.respectively in a flood coat of approved asphalt at 60 lb./sq. 1 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with'1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -45 psf(See General Limitation#9) NOA No.:13-0204.14 MIAMI•DADE COUNTY Expiration Date: 06!19/1 • • Approval Date: 05/3011 Page 5 01711 t 1 Deck Type 1I; Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(2):Anchor sheet mechanically fastened;all layers of insulation adhered with approved .asphalt. of** . . 0000 0000.. All General and System Limitations apply. • Anchor Sheet: All Weather/Empire Base Sheet,GlasBase base sheet or Flip{gIll Vremiuih Ply• •••••• Sheet mechanically attached as detailed below. �•0*00 0000 0 0 Fastening: Anchor sheet shall be lapped 4"and fastened with 11 ga. annuim-Ag shaWI Ifs ••••• { and approved tin caps 8"o.c. in the lap and three rows stagge&tthf Qie"ceiftpi. •• ••• the sheet8"o.c. 00 '0 • •••••• 0000.. One or more layers of any of the following insulation's. 0000:. x Insulation Layer Insulation Fasteners •• Fastener0000.. • 0000.. (Table 3) •• DepSttylf • ENRGY 3,Multi-Max FA-3,ACFoam-lIj FlintBoard ISO,H'-Shield Minimum 1.5"thick N/A N/A Approved Perlite { Minimum%"thick NIA, N/A Approved High Density Wood Fiberboard Minimum'/:"thick N/A N/A DensDeck,DensDeck Prime Minimum 1/4"thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within,the EVT range and at a rate of 2040 lbs./100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-I-Glas,,Flex-I- Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20-40 lb's./sq. Ply Sheet:: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet`(Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs./sq. Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in-a full mopping of approved asphalt at an ' application rate of 2040 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a'current NOA.Install one of the following: 1. Gravel or slag applied at 400 lb./sq: and 3001b./sq.respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1.gal./sq.APOC#212 Fibered Aluminum Roof Coating., Maximum Design Pressure: -52.5 psf(See General Limitation#7) NOA No.:13-0204.14 MIAMI•DADE C22tnA Expiration Date: 06/19/18 • • Approval Date: 05/30/13 Page 6 of 16 t Deck Type.11: Wood„Insulated Deck Description: 19/32 or greater plywood or wood plank attached using approved nails spaced 4”o.c. at wood joists spaced.maximum 24"o. c. System Type A(3):Anchor sheet mechanically fastened;all layers of insulation adhered with appmved asphalt. .... All General and System Limitations apply. f o e s.. . ..00.000 0 .00000 Anchor Sheet: All Weather/Empire Base Sheet,GlasBase base sheet-or FlintgM4Premium Pty •• Sheet mechanically attached as detailed below. •••• • ..0000.. Fastening: Anchor sheet shalt be lapped 4"and fastened with 11 ga.a�•V.eee�Ag shapk n�ls e e e e ..:..' and approved tin caps 8"o.c. in the lap and three row_s staggewd iu the ce4tR b1• **go** the sheet 8"o.c. ...... e• One or more layers of any of the following insulations.. •••••• Insulation Layer Insulation Fasteneri•e• Fastener (Table 3) e e Deblty(rt? • ENRGY 3,Multi-Max FA-3,ACFoam-II,FlintBoard ISO,H-Shield Minimum 1.5"thick N/A N/A Approved Perlite Minimum'/,"thick N/A N/A Approved High Density Wood Fiberboard i Minimuin%1'thick N%A N/A, DensDeck,DensDeck Prime Minimum 1/411 thick N/A N/A, Note: All insulation shall be adhered to'the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ftp. Please refer to koofing Application' Standard RAS 117;for'insulation attachment. Insulation listed as base layer only shall be used 1 only as base,layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional)Install one ply of All Weather/Empire,Flex-I-Glas,Flex-l-Glas FR or GlasBasc base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20=40 lbs./sq. Ply Sheet Two or more plies of Flintglas Ply Sheet(Type IV) or Flintglas Premium Ply Sheet(Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs./sq. + Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an: application rate of 2040 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA.Install one of the following: 1. Gravel or slag applied at 400 Ib./sq.and 300 lb./sq.respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two;part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -60 psf(See General Limitation#7) NOA No.:13-0204.14 MIAMI•DADE COUNTY Expiration Dater 06/19/18 Approval Date 05/30/13 Page 7 of 16 t a Deck Type 1I Wood,Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type A(4): Anchor sheet mechanically fastened;all layers of insulation adhered with approved asphalt. •••• . . 0000 0000.. t All General and System Limitations apply. •• • 0000.. 0000.. . 0000.. Anchor Sheet: All Weather/Empire Base'Sheet,GlasBase base sheet or F1inttt&0Pftmium'Ply ;• Sheet mechanically attached as detailed below. '••• 0 000.. • . 0000 • 0000. Fastening: Anchor sheet shall be lapped 4"and fastened with 11 ga. anndl'alNirg sha&u&:s ""'• . ....�. and approved tin caps 8 o.c.in the lapandthree rows staggerea�n.the center of the sheet 8"o.c. 0000.. 0000.. One or more layers of any of the,following insulations. ••.•.. Insulation Layer Insulation.Fasteners Falt~ • ' (Table 3) Density/ft2 ENRGY 3,Multi-Max FA-3,ACFoam41,FlintBoard ISO,H-Shield ' Minimum 1.5"thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the'EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation,installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. } Base Sheet: One plyof'Black Diamond Base Sheet`self-adhered. Ply Sheet Two or more plies of Flintglas Ply Slieet`(Type IV)or Flintglas Premium Ply Sheet (Type VI) or ASTM D226,Type I sheet adhered in a frill mopping of approved asphalt at an application rate of 20401bs./sq. ' Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-40 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA.Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 3001b./sq,respectively in a flood coat of approved asphalt at 601b./sq. 2. A two part coating consisting of'a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq. APOC#212 Fiberea Aluminum Roof Coating. Maximum Design Pressure: -52.5 psf(See General Limitation"#7) NOA No.:13-0204.14 MIAMbDADE COUNTY Expiration Date: 06/19/18 ' Approval Date: 05/30/13 Page 9 of 16 t Deck Type 1I: Wood,Insulated. Deck Description: 19/32" or greater plywood or wood plank System Type B: Base layer of insulation mechanically fastened,optional top layer adhered,with .approved asphalt. All General and System Limitations apply. y y g Insulation Fastets 0•; Fg 0 0•• One or more layers of an of the following insulations. Base Insulation Layer stenwr ••••'• (Table 3)' 0 0 0 0 0 0 Deehsfty7fe ACFoam-H,FlintBoard ISO 000000 0 0000.. Minimum 1.3"thick 1,4;5 090000 .0000 laic. • 0000 ENRGY 3,H-Shield 00000 Minimum 1.4"thick 1,4,5 or 9 0 0 0• Mfti' 0000.. Multi-Max-3 •••••• .• Minimum 1.5"thick 1,4;5,or 9 0 0 1►1.9•ft; •••••• Approved Perlite •••••• Minimum 3/4"thick 1,4,5 or 9 -Approved High Density Wood Fiberboard Minimum'/"thick 1,4,5 or 9 1:2 fe Note: Base layer shall be mechanically attached with fasteners and density described above. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density(See Roofing Application Standard RAS 117 for fastening details). Top Insulation Layer(Optional) Insulation Fasteners Fastener (Table 3) Density/fe Any of the insulations listed for Base Layer,'above. Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT � range and at a rate of 20=40 lbs./100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as atop layer shall be installed with the polyisocyanurate face down. Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet,Flex-I-Glas,Flex-I Glas FR or GlasBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 20-35 lbs./sq. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet(Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in full mopping of approved asphalt at an a application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating, listed below,used as a surfacing, must be listed within a current NOA.Install one of the following: 1. Gravel or slag applied at-400'lb./sq. and 300 lb./sq.respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibercd Emulsion at rate of 3 gal./sq. surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design` Pressure: 45 psf(See General Limitation#9) NOANo.: 13-0204.14 MLAMI-DADe COUNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 9 of 16 i Deck Type 1I: Wood,Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C: All layers of insulation simultaneously attached. All General and System Limitations apply. •••• 1 0000 0000.. One or more layers of any of the following insulations: •• 0000.. Base.Insulation Layer(Optional) Insulation FastedM:•• F9stener •••••• (Table 3) "••' Densil%ft2 ACFoam H,ENRGY 3;Multi-Max-3,FlintBoard ISO,H-Shield •• :00000 ' 0000 . 0000. Minimum 1"thick N/A •••• ,N/A, • 000000 .. .. . 0000.. Approved Perlite •••.•• • •. Minimum'/,"thick N/A N/A. ••0•;• 0000.. # Approved High Density Wood Fiberboard 0000.. Minimum %"thick. N/A so 0 •AT(,Ei.• Note: All layers shall be simultaneously fastened;.see top layer below for fasteners and density. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftp ACFoam-Il,F1intBoard ISO Minimum 1.3"thick 1,4,5 1:3 ftz ENRGY 3,H-Shield Minimum 1.4"thick 1,4,5 or 9 1:3 ft2 Multi-Max-3 Minimum 1.5"thick 1,4,5 or 9 1:2.9 ftz Approved Perlite Minimum'/."thick 1,4 or 9 1:2 ftz Approved High Density Wood Fiberboard Minimum%"thick 1,4,5, or 9 1:2 ftz Note: All layers of insulation shall be mechanically attached using the fastener density listed above.The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density.Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: (Optional)Install one ply of All Weather/Empire Base Sheet, Flex-I-Glas,Flez-I- Glas FR or G1asBase base sheet directly over the top layer of insulation. Adhere with any approved mopping asphalt at an application rate of 2040 lbs./sq. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet (Type VI)or ASTM D226,Type I sheet adhered in a full mopping of approved asphalt at an application rate of 2040 lbs./sq. Cap'Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20401bs./sq. NOA No.: 13-0204.14 MIAMMADE COUPI7Y Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 10 of 16 G i Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA.Install one of the following: 1. Gravelor slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 601b./sq: 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC#212 Fiber•• Aluminum Roof Coating: •••• •••••• Maximum Design •• • Pressure: -45psf. (See General Limitation#9) .... . ..... b ...... 1 T i NOA No.: 13-0204.14 MIAMMADE COUNTY Expiration Date: 06/19/18 r • ' Approval Date: 05/30/13 Page 11 of 16 Deck Type 1I: Wood,Insulated Deck Description: 19/32" or greater plywood or wood plank Y System Type D; All layers of insulation and base sheet simultaneously attached. 4 All General and System Limitations apply. One or more layers of any of the following insulations: • 0000 "0000.. Base Insulation Layer(Optional) Insulation Fasteners... Fifeeblet . *000:0 (Table 3) •••:.. DensAylft' ACFoam-II,ENRGY 3,ENRGY 3 25 PSI,FlintBoard ISO,11-Shield '99000 :•• Minimum 1.5"thick N/A .... 'N/A 0000.. . •';•• 0000. . . 0000. Top Insulation Layer Insulation Fasteners••• Fastener •••••• (Table 3) ;••;• Density/fe • Approved Perlite 0000.. .a.... Minimum%11 thick N/A •• T$/.A. •••• . Approved High Density Wood Fiberboard •• • Minimum 1/2"thick N/A, N/A DensDeck,DensDeck Prime Minimum'/"thick N/A N%A Note: All insulation shall have preliminary attachment,prior to the installation of tbe'.roofing membrane at a minimum application;rate of two fasteners per board for insulation boards having no dimension greater than 4 ft.,and four fasteners for any insulation board having no dimension greater than 8 ft. Base Sheet: All Weather/Empire Base Sheet,Flex-I-Glas,Flex-I-Glas FR or GlasBase mechanically attached as detailed below.. Fastening: OMG#12 Standard Roofgrip or#14'Roofgrip fasteners with OMG 3 in.Round Metal Plates,Dekfast#14 or,Dekfast#15 HS with Dekfast Galvalume Steel Hex Plates,Trufast#12 DPH or Trufast#14 HD Fasteners with Trufast 3"Metal Insulation Plates spaced 4"o.c.at a 4"side lap and two staggered rows in the center of the sheet,=24"o.c. Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintglas Premium Ply Sheet (Type VI)or ASTM D226;Type I sheet adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Cap Sheet: (Optional) One ply of Flintglas lVlineral Surface cap sheet or Flintglas Mineral Surfaced Cap`CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbs./sq. Surfacing: (Required-if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA.Install one of the following: 1. Gravel or slag applied at 400 lb./sq.and 300 lb./sq.respectively in a flood coat of appioved asphalt at 60 lb./sq., 2. A two part coating consisting of'a base coat of APOC#300'Asphalt Fibered Emulsion at rate of 3 gal./sq.;surfaced with 1 gal./sq.APOC#21'2 Fibered Aluminum Roof Coating. Maximum Design Pressure: 45psf. (See GeneralLimitation#9) NOA No.: 13-0204.14 Kam %MIAMI-DADE Expiration Date: 06/19/18 ' ' Approval Date: 05/34%13 Page f2 of 16 E f Deck Type 1: Wood,Non-Insulated Deck Description: 19/32" or greater plywood'or wood plank i System Type E(1): Base sheet mechanically attached. 0000 All General and System Limitations apply. •••• •••••• Base Sheet: All Weather/Empire Base Sheet,Ylex-I-Glas,Flex-I-Glas FRbf'al%Basebase•� sheet mechanically attached as detailed below. 000000 00000 ' :0 0 0 0: 0000 000000 Fastening: Base sheet shall be'lapped 4"and fastened.with approved roofinXnails ana tin ". caps 9" o.c. in the lap and two rows staggered in the center of Fi:eet 122vtre!• 9000*• Ply Sheet: Two or more plies of Flintglas Ply Sheet(Type IV)or Flintgljs P�erium lly 9beet ••• • (Type VI)or ASTM D226,Type I sheet adhered in a full mopping of apprbt+ V• asphalt at an application rate of 20-35 lbs./sq. Cap Sheet: (Optional)One ply of Flintglas Mineral.Surface cap`sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lb's./sq. Surfacing: (Required if no cap sheet is used)Any coating;listed below,used as a surfacing, must be listed within a current NOA.Install one of the following: 1. Gravel or slag'applied at 400 lb./sq. and 3001b1sq.respectively in a flood coat of approved asphalt at 60 lb./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with I gal./sq.APOC#212•Fibered Aluminum Roof Coating. Maximum Design Pressure: 45psf. (See General Limitation#9) t t NOA No.: 13-0204.14 MLAMI-DADE COUNTY Expiration Date: 06/19/18 ."'• 1 Approval Date: 05/30/13 Page 13 of 16 Deck Type 1: Wood,Non-Insulated E Deck Description: 19/32"of greater plywood`or,wood plank { System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet: All Weather/Empire Base Sheet,GlasBase base sheet or Flintglas Premium�Pr+y. .. 0000.. Sheet mechanically attached as detailed below. • 0000.. Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. arinulaaziil**s*hank nails and approved tin caps 8"o.c. in the lap and three rows staggered in Stq penter of the. ;••••; sheet 8"o.c. • 9 •0 0 0 0• •0000• • • •..�• L Ply Sheet: Two or more plies of Flintglas'Ply Sheet(Type I�or Flintglas Prerhium ff;Met (Type VI)or ASTM D226,Type I sheet adhered in a full mol:riglf approved • asphalt at an application rate of 20-35 lbs./sq. 0 0 •••••• .000.9 Cap Sheet: (Optional)One ply of Flintglas Mineral Surface cap sheet or Flintglas Mirlenj• Surfaced Cap CoolStar adhered.ih a full mopping of approved asphalt at an" application rate of 20-35 lbs./sq. Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat, of approved asphalt at 601b./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fbered Emulsion at.rate of 3 gal./sq.; surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design. Pressure: -52.5 psf.(See General Limitation#7) 1 Y f t { NOA No.: 13-0204.14 IAMI•nADE COUNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 ,7= Page 14 of 16 Deck Type 1: Wood,Non-Insulated Deck Description: 19/32' or greater plywood or wood plank attached using approved nails spaced 4" O.C. at wood joists spaced maximum 24"o. c. System Type E(3): Base sheet mechanically attached. Base Sheet: All Weather/Empire Base Sheet,GlasBase base sheet or Flintglas Premium Ply. 00 Sheet mechanically attached as detailed below. • . . 0000 0000.. Fastening: Base sheet shall be lapped 0 and fastened with 11 ga. annulaf IDA thank pivls 6d ••„� approved tin caps 8"o.c. in the lap and three rows staggered ip Jte Canter of the sheet 8"o.c, 0966• 0 0 ;'•'•; • •00000 0000 . 0000. Ply-Sheet: Two or more plies of Flintglas Ply Sheet{Type IV)or Flintglas Pxainium,Ply Sheet(Type VI)or ASTM D226,Type I sheet adhered in a f"ifmxmpping o1 6.0 ••• •• approved asphalt at an application rate of 2,040 lbs./sq. ;••;•; •, 0000.. 0000.. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet or•9Fli4twas Miheral Surfaced Cap CoolStar adhered in a full mopping of approved'Isph'alt at an'.'. ' application rate of 2040 lbs./sq. 00 ' ' Surfacing: (Required if no cap sheet is used)Any coating,listed below,used as a surfacing, ' must be listed within a current NOA.Install one of the following: I. Gravel or slag applied at 400 lb./sq. and 300 lb./sq.respectively in a flood coat of approved asphalt at 601b./sq. 2. A two part coating consisting of a base coat of APOC#300 Asphalt Fibered Emulsion at rate of 3 gal./sq.; surfaced with 1 gal./sq.APOC#212 Fibered Aluminum Roof Coating. Maximum Design Pressure: -60 psf(See General Limitation#7) a J NOA No.:13-0204.14 M Noane CouNTY Expiration Date: 06/19/18 Approval Date: 05/30/13 7"ulPage 15 of 16 4 . 3 WOOD DECK SYSTEM LIMITATIONS: 1. A'slip sheet is required with Ply 4 and Ply 6 when used as a mechanicallytlfaste f6d base or anchor sheet. i 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 maybe installed in multiple layers. The'first layer shall be attached in cotnpliance Nsf& •••• Product Control Approval guidelines. All other layers shall be adhered in a ful;W.0pr6ng of• 0 •• approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or"echanica:�* attached using the fastening pattem of the top.layer 000:00 3. All standard panel sizes are acceptable for mechanical attachment. When.appl!ipd in Vpjoyed �•�•0 asphalt,panel size shall be 4'x 4'maximum. •••• ••••• 4. An overlay and/or recovery board insulation panel is required on all applicaTcV rover ctos":oell • foam insulations when the base sheet is fully mopped. If ino.recoveryboard IS. N4 the basesheet shall be applied using spot mopping with approved asphalt, 12" diameter circles'2:1" o.c.; or strip. 0000;. mopped 8"ribbons in three rows, one at each side lap and one down the center,of the shee411163wing ..•• a continuous area of ventilation. Encircling of the strips is not acceptable.'-A*6'C break shall be • placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either:systefn Shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for'insulation attachment is based on a Minimum Characteristic Force(F')value of 275 lbf.,as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested,are below 2751bf.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 Buildirig Official, a revised fastener,spacing,prepared, signed and scaled 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 comers).Neither rational analysis,nor extrapolation_shall be permitted for enhanced fastening at enhanced pressure zones(i.e.perimeters;extended comersand 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 9N-3 of the Florida Administrative Code. END OF 'THIS ACCEPTANCE NOA No.:13-0204.14 MIAMI•DADE G0U1" Expiration Date: 06/19/18 Approval Date: 05/30/13 Page 16 of 16' 10123/2=55 TGFU.R11656-Roofing Systems ONLINE CERTIFICATIONS DIRECTORY V 7 TGFU.R11656 Roofing Systems I Paae Bottom Roofing Systems , a See General Information for Roofing Systems • • • • goes •soese CERTAINTEED CORP V4656 •••••• 00*000 • ROOFING PRODUCTS GROUP 0 • 1400 UNION MEETING.RD •••••• PO BOX 1100 •••••• :e•••• •gee• BLUE BELL, PA 19422 USA •••••• • e ••:•e• "'h-in. thick(minimum)gypsum board or'A-in. thick(minimum) Georgia-Pacific Gypsum LLC"DensDeck%ftQfppard" or"DeltsDedk®Prime* /a Roofboard" or"DensDeck® DuraGuardlm Roofboard" or' -in.thick(minimum) United States Gypsum Co: ECiIROCK®Roof Board" (Type • FRX-G) or"SECUROCK®Glass-Mat Roof Board" (Type SGMRX) may be used in any existing noncombustibre deck Classifi&Ipq:When thls'i%'•• done, the resulting roofing system is acceptable for use over combustible (15/32-in. thick minimum) roof dtcks. Moweverpthe butt joints in • the gypsum board and Georgia-Pacific Gypsum LLC"DensDeck®Roofboard" or"DensDeck® Prime Roofboartl:or IDensDedcf}Tl DuraGuagd"a•; Roofboard" are to offset a minimum of 6-in.with the butt joints in the roof deck. If polystyrene is part of the roof system,*itori'i9t be placed below the overiayment board. 'A-in. thick(minimum) United Sates Gypsum Co. "SECUROCK® Roof Board" (Type FRX-G) and "WECUROCK® Glass-Mat Roof Board" (Type SGMRX) are limited to a maximum 3:12 slope when used over a combustible roof deck in a system with any UL Classified insulation except polystyrene." Any UL Classified insulation may be used underneath %-in. thick(minimum) gypsum board or'A-In. thick(minimum) Georgia-Pacific Gypsum LLC'DensDeck® Roofboard" or"DensDeck® Prime Roofboard"or"DensDeck® DuraGuardTM Roofboard"or 1p-in. thick(minimum) United States Gypsum Co. "SECUROCKO Roof Board (Type MX-G) or"SECUROCK®Glass-Mat Roof Board" (Type SGMRX) in any existing noncombustible deck Classification. Mineral Wool Felt, is a suitable alternate for perforated Type 15 asphalt organic felt in the Class A, B or C roof constructions indicated below. f � Type G1 "Flintglas Ply Sheet"Type 4 or"Flintglas Premium Ply Sheet"Type 6 are suitable alternates for Type 15 organic felt; Type G2 "Glasbase Base Sheet" is a suitable alternate for Type 15 and Type 30 base sheets; Type G3"Flintglas MS Cap" is a suitable alternate for Type 30 Cap Sheets. "Flex-I-Glas", "Premium Flex-I-Gias" or"Flintlastic Base 20 Sheet" is a suitable alternate for the Type G2 glass base and the I Type 15 'All-Weather/Empire base sheet". Unless otherwise indicated, base sheets are mechanically fastened or spot mopped in place; ply and cap sheets are hot mopped in place. Two plies Type G1 may be utilized in place of one ply Type G2. "Flintlastic Ultra Glass SA" is a suitable alternate for Type G2"Glasbase Base Sheet". i "Bladk`Diamond Base Sheet" is a suitable alternate for Type G2"Glass Base Sheet". "Flintlastic SA Nailbase" or"Flintlastic SA Plybase" are suitable alternates for Type G2 base sheets in Roofing Systems(TGFU) that limit cover applications to self-adhering ply/base sheets or membranes. EPS,inssulation followed by,'/2-In. thick cover board may be utilized In any of the following systems. The"YOSEMITE Venting Base Sheet" may be used in any of the following noncombustible deck roof systems and, where Indicated, in, combustible roof deck systems. "Torch APP" may be utilized in any of the following systems that contain"Flintlastic STA". Flintlastic APP Base T is a suitable alternate for any Type G2 base sheet. l "Flintlastic'Ultra Poly SMS" may be used in lieu of"Poly SMS Base" in all application Classifications. References to Type G2 base sheets indudes"Channel-Vent GB". 9 "FlintBoard Iso", "FlintBoard Iso Cold", "FlintBoard Iso-T" or"FlintBoard Iso Plus', may be used wherever polyisoeyanurate insulation is specified. Uniform thickness or tapered insulation may used in the following systems provided they do not exceed the Indicated incline or thickness. "FlintBoardH ISO', "FlintBoardH ISO Cold", "FlintBoardH ISO WF', "FlintBoardH ISO F','FlintBoardH ISO NB"and "FlintBoardH ISO DD" may be used wherever'polyisocyanurate insulation is specified. "F1intBoardH ISO T", 'FlintBoardH ISO T Cold" and"FlintBoardH ISO T WF" are acceptable alternatives to"FlintBoardH ISO", "FlintBoardH ISO WF" and "FlintBoardH ISO Cold", respectively, provided they do not exceed the Indicated incline or thickness of the system.' Any U Classified EPS, any thickness, maybe used below"FlintBoardH ISO", " IlntBoardH ISO T", 'FlintBoardH ISO Cold", 'F1'intBoardH ISO T Cold", "FlintBoardH ISO WF', "FlintBoardH ISO T WF", "FlintBoardH ISO F", intBoardH ISO NB"or"FlintBoardH ISO DD" insulation on non- httpJ/databwe.ul.corn/Cgi-birOM/tomplate/LJSEXT/1FRAME/showpne.hb nl?name=TGFU.R11656&cc nshortdie=Roofing+Systems&ogid=1074351981&cf... 1/21 i t 10/29/2015 TGFU.R11656-Roofing Systems combustible decks provided a minimum 1-in. thick layer of"FlintBoardH ISO", "FIIntBoardH ISO T", "FlintBoardH ISO Cold", "FlintBoardH ISO 3 T Cold% "FlintBoardH ISO WF", FIIntBoardH ISO T WF", "FlintBoardH ISO F", "FlintBoardH ISO NB" or"FIIntBoardH ISO DD" polyisocyanurate insulation is used. Max incline shall be in accordance with Classification established for the insulatlon/membrane roofing system, but cannot exceed 1:12. For Combustible Roof Decks-Class A: 1. A minimum 3-in. layer or a minimum two layers of 1:5-in. of"FlintBoardH ISO Cold" or"FlintBoardH ISO T Cold" is placed directly over a combustible roof deck and is covered with any UL Classified roofing membrane used in any UL Class'A roofing assembly to achieve a Class A fire Classification. As an alternative, any UL Classified Insulation(except expanded or extruded polystyrene), any combination, any thickness, may be used below the 3-in. minimum total thickness of"FlintBoardH ISO Cold" or"FlintBoardH ISO T Cold".The insulation may be loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier(non-UL classified) may also be used below the insulation. All insulation joints must be staggered a minimum of 6-in. from.the butt joints of the roof deck or from the insulation joints directly below. The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly, however the incline cannot exceed 1/2:12. 2. A minimum 1.9-in. layer of"FlintBoardH ISO Cold"'or'FlintBoardH ISO T Cold" is placed over a:miroojm i lay&''&V arlisle "FR Base Sheet 1S" or GAF"VersaShleld FB-1S" over a combustible roof deck.The insulation is coved with any � (ossified • roofing membrane used In any UL Class A roofing assembly to achieve a Class A fire Classification.*A&w Wtematyre, any UL ••.... Classified insulation (except expanded or extruded polystyrene), any combination, any thickness, rrLay,,V.tged below toe 1.9- • i in. minimum total thickness of"FlintBoardH ISO Cold" or"FlintBoardH ISO T Cold". The insulation may be loosely laid or ••...• attached with fasteners and plates, hot roofing asphalt or cold adhesive. A vapor barrier(non-UL cl4s'§I11t*81 may*p.Wtped below the insulation.All insulation joints must be staggered a minimum of 6-In. from the butt joints eU the roof deck or from ••••• the insulation joints directly below.The maximum incline shall be in accordance with the Classlficatl9itjP6tajilished jor the ,.;..' membrane/insulation roofing assembly, however the incline cannot exceed 1/2:12. • +of 00 •••••• For Combustible Roof Decks-Class B: •••..• • .' i. A minimum'1.9-in. layer of"FlintBoardH ISO Cold" or"FlintBoardH ISO T Cold", or a minimum 2-in. thick layer of Atlas "AC Foam III" is placed directly over a combustible roof deck and is covered with any UL Classifled s-oofinl membr%ne used in ;....; any UL Class B roofing assembly to achieve a Class B fire Classification. As an alternative, any UL C163sifidd insul fth 01cept • • expanded or extruded polystyrene), any combination, any thickness, may be used below the 1.9-in. minimum thiXess layer of"FlintBoardH ISO Cold" or"FlintBoardH ISO T Cold".The insulation may loosely laid or attached with fasteners and plates, hot roofing asphalt or cold adhesive.A vapor barrier(non-UL classified) may also be used below the insulation. All insulation joints must be staggered a minimum of 6-In. from the deck joints or from the insulation joints directly below.The maximum incline shall be in accordance with the Classification established for the membrane/insulation roofing assembly, however the incline cannot exceed 1/2:12. Unless otherwise indicated the following membranes are acceptable alternates for the following membranes tabulated below,'limited to 1/2-in. incline: r Membrane Acceptable Alternate Flintglas MS Cap Flintglas MS Cap CoolStar r Flintlastic GMS Premium Flintlastic Premium GMS CoolStar Flintlastic GTS Flintlastic GTS CoolStar Flintlastic Premium FR-P Flintlastic FR-Dual Cap, Flintlastic Premium FR-P CoolStar or Flintlastic FR-Dual Cap CoolStar Flintlastic FR Cap 30 T Flintlastic FR Cap 30 T CoolStar Flintlastic GTA Flintlastic GTA CoolStar Flintlastic GMS Flintlastic GMS CoolStar Flintlastic SA P-Cap FR Flintlastic SA Cap FR CoolStar Flintlastic GTA-FR Flintlastic GTA-FR CoolStar Flintlastic FR-P Flintlastic FR-Dual Cap or Flintlastic FR-P CoolStar Flintlastic FR-Cap 30 Flintlastic FR Cap 30 CoolStar ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A 1. Deck: NC Incline: 3 l Base Sheet:—Type.G2 Glisbase. Ply Sheet:—Type GI "Filntglas" or Type G2"Glasbase". Surfacing:—Gravel or slag. t 2. Deck: C-15/16* Incline: 1/2 *All join blocked. ase Sheet:—Two layers Type G2"Glasbase Base Sheet" or two layers ype GI "Flintglas Ply Sheet". rfacing:—Type G3 "Flintglas MS Cap". J/databwe.tA.com/ birOMAem ateAJSEXT/lFRAME/show hftp• cgi- � cal page.html?name=TGFU.R11656&ccnshorttitle=Roofing+Systems"id=1074351981&cf... '?J21 a• 10/23/2015 TGFU A11656-Roofing Systems 3. Deck: NC Incline: 3 Base Sheet:—Two layers Type 15"All Weather/Empire". Surfacing:—Gravel or slag. i 4. Deck: NC Incline: 3 Insulation:—Polyisocyanurate, mechanically fastened or hot mopped, any"thickness. Base Sheet: Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot mopped. i Surfacing:— Gravel S.,Deck: C 15/32 Incline: 3 Insulation:— Polyisocyanurate 1-in. minimum, mechanically fastened or hot mopped. Base Sheet:—Three plies Type 15 asphalt saturated organic felt(perforated)hot mopped with hot roofing asphal&! Surfacing:— Gravel. • . 0000 0000•• 6. Deck: C-15/32 Incline: 3 •••••• • 0000•• • 0000•• Vapor Retarder(Optional)':—Type G2"Glasbase" or UL Classified vapor retarder. """ ' ;,••.� Insulation(Optional):— One or more layers or combination of the following: Polyisocyanurate, peott!11iiss fib4p&AQd fibej any ' thickness. 0000 • ••••• Base Sheet.,—Type G2 "Glasbase' base sheet. • • 0000•• • • 0000• Ply Sheets:—Two to three layers of Type G1 "Flintglas" ply sheet or Type G2."Glasbase" base sheet.• • •o•••• Surfacing:— Gravel or slag. •• 00 ' 00000' 00••00 • • 7. Deck: C-15/32 Incline: 3 0 0 • • 0960:6 0000•• • • • Vapor Retarder(Optional):—'Type G2 "Glasbase" or UL Classified vapor retarder. • •• •• •••000 Insulation(Optional):—One or more layers or combination of the following: Polyisocyanurate, perlae, glass fiber or wood fiber, any • thickness. •• • Membrane,—Three or'four layers of Type G1 "Flintglas" ply'sheet. Surfacing:— Gravel or slag. S. Deck:C-15/32 Incline: 1 Vapor Retarder(Optional):—Type G2"Glasbase' or UL Classified vapor retarder. r Insulation(Optional):— One or more layers or'combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. Base Sheet:—One layer Type G2"Glasbase Base Sheet". Ply Sheets:—Two layers Type G1 "Flintglas Ply Sheet'. Cap Sheet:—One layer Type G3"Flintglas MS Cap". 9. Deck: NC Incline:1/2 1 Insulation(Optional):—One or more layers or combination of the following: Johns Manville "ENRGY 3", polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Base Sheet:—Two layers Type G2"Glasbase Base Sheet' or two layers Type G1 "FlintglasPly:Sheet". Surfacing:—Type G3 "Flintglas MS Cap". 10. Deck: C-15/16* Incline: 1/2. *All joints blocked. Insulation(Optional):— One or more layers polyisocyanurate, 2=in. minimum, wood fiber, 1-in, minimum, perlite, 3/4-in. minimum, glass fiber, 15/16-in. minimum. Base Sheet:—Two layers Type G2"Glasbase Base Sheet" or two layers Type G3 "Flintglas Ply Sheet". Surfacing:—Type G3 "Flintglas MS Cap". 11. Deck: C-15/32 Incline:3 Insulation(Optional):—Any thickness, one or more layers or combinations(optional of"Hy-Therm AP", "Hy-Therm TAPERED", "Hy- Therm COMPOSITE", "Celo=Therm""HY-Tec(Energy-LOk)", "TRI_Star", wood fiber or glass fiber, mechanically fastened or hot mopped. Base Sheet:—Type 15 asphalt organic felt, or"Glassbase Base Sheet", nailed or hot mopped. Ply Sheets:— Min three plies Type 15 perforated,asphalt organic felt, "Flintglas Premium Ply Sheet Type 6", "Flintglas Ply Sheet Type 4", hot mopped. Surfacing:—Gravel dr slag. ` 12. Deck: NC Incline: 2 Insulation(Optional): Any thickness, one or more layers or combinations (optional) of"Hy-Therm AP", "Hy-Therm'TAPERED", "Hy-Therm COMPOSITE", "Celo=Therm", "HY-Tec (Energy-LOK)", wood fiber or glass fiber, mechanically fastened or hot mopped. Base Sheet:—Type G2 "Glassbase Base Sheet", Type G1 "Flintglas Premium Ply Sheet Type 6" or"Flintglas Ply Sheet Type 4". Ply Sheet:— Minimum one ply Type G1, "Flintglas Premium Ply Sheet Type 6" or"Flintglas Ply Sheet Type 4", hot mopped. Surfacing:—Type G3 cap sheet, "Flintglas MS Cap", hot mopped. Class B° 1. Deck: 15/32 Incliner 1/2 i Base Sheet:_Two layers Type 15'AII Weather/Empire Base Sheet". http://database.ul.com/cgi-bin/X Aemplat6USEXT/1FRAMFJshowpage.html?name=TGFU.R'11656&censhortfitle=Roofing+Systems&obiid=1074351981&cf... 3121