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RF-18-36 (2) 1 Insp6dion Worksheet Miami Shores Village w 10050 N.E.2nd Avenue Miami Shores,FL i Phone:(305)795.2204 Fax:.(305)756-8972 i Inspection Number:.INS P4,000# PermitNumtxer: RF-1-18-36 Scheduled Inspection Date:June 14 2018 Permit Type: Roof Inspector:Alvarez,Manny Angel Inspection Type: Final Roof Owner: PETRGI.I,MICHELLE Work Classification: Tile/Flat Job Address:372 NE 103 Street Miami Shores,Ft phone Number Parcel Number 1132060434990 Project <NONE> i Contractor: EVANS ROOFING Phone:(964)566-523$ SuItding Papartent Comments h RE-ROOF TILE AND FLAT In o Passad comments INSPECTOR COMMENTS False trtspedor Comments CREATED AS RE:X15PECOA1O'd I�l(N.SP-3a5331 CRI—EAT ED AS, 9,14Sf� ,Ti FO.R W 294 R W-At,ArrFII>AVIT ON FI€. F -s �,. ^s� a� WALL 2 NEED TO .� __ CA-sat—i C l'°'N` 'All::i�.'�' —a 11,2018 For Inspections please call: (305)7624949 P'8go 37 of 30 y Permit No. RF-1-'t8-36 sHO1s y,� Miami Shores Village Permit Type.:Roof �S. 10050 N.E.2nd Avenue NE r... W. e r i l l o Work Gtassification:Tile/Flat - Miami Shores,FL 33138-0000 PPermit Status:APPROVED Phone: (305)795-2204 F�ORLDp' Issue Date:1/30/2018Expiration: 07/29/2018 Project Address Parcel Number Applicant 372 NE 103 Street 1132060134990 Miami Shores, FL Block: Lot: MICHELLE IPETROU Owner Information Address Phone Cell MICHELLE PETROU 372 NE 103 Street MIAMI FL 33138-2433 Contractor(s) Phone Cell Phone EVANS ROOFING (954)566-5238 Valuation: $ 19,800.00 _....... Total Sq Feet: 2500 Type of Work:Re Roof Available Inspections: Additional Info: Inspection Type: Classification:Residential Scanning:3 Up Lift Report Tin Cap Final Roof Tile In Progress Roof 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 Invoice# RF-1-18-66056 $12.00 01/30/2018 Check#:11526 $798.50 $50.00 DBPR Fee $4.50 DCA Fee $3.00 01/05/2018 Credit Card $50.00 $0.00 Education Surcharge $4.00 Bond#:3622 Permit Fee-New Roof $300.00 Scanning Fee $9.00 Technology Fee $16.00 Total: $848.50 I In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermo nze the above-named contractor to do the work stated. January 30, 2018 orized Signature:Owner / Applicant / Contractor / Agent Date r Building Department Copy January 30, 2018 1 - US_ clDO � �7 / 7 g Miami Shores Village ''� -� N ,O� 018 . Building Department V N 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY .�•� Tel:(305)795-2204 Fax:(305)756-8972 I f INSPECTION LINE PHONE NUMBER:(305)762-4949 E—,1 FBC 201 q BUILDING Master Permit No. r —� PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ® ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ,CONTRACTOR DRAWINGS JOB ADDRESS: 3;�,2O City: Miami Shores County: Miami Dade Zip: 3 3 l 3�_ Folio/Parcel#: I!-320(0 D/3— Y790 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): lyl( hC I l e 11?e'rH3 Q Phone#: "30S^q&Q=�Zq Address: 07S SA,, City: M 10,INS S in^y-r State: r Zip: 33/ 'i,- Tenant/Lessee Name: Phone#: Email: N(cvN e t) crefROV Q) n e 0 CONTRACTOR:Company Name: (!�_ (_)UlylS "' Poh rI�,`j Phone#: 66-.S-23k- Address: �� ✓(/� A/ S4 it('1-4 City: ()CLAlC1"j) State: I L. Zip: 3 33 3 (A Qualifier Name: L. ✓v- e (� Phone#: 0r6 6 " S Z .3.c- State Certification or Registration#: f Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value-of.Work for this Permit:.$ Square/Linear Footage of_Work: Type of Work: ❑ Addition � Altteraa'tion �r7IN w r ❑ Repair/Replace ❑ Demolition Description of Work: $pecify_coior of color thr_u.tile: `LXCr)c C�cz rGo� Grad Submittal Fee$ Permit Fee$ 300 • 03 CCF$ CO/CC$ Scanning Fee$ Radon Fee$ 3•G>D DBPR$ T• �v Notary$ Technology Fee$ Training/Education Fee$ Double Feee$$ Structural Reviews$ Bond$ �5w W TOTAL FEE NOW DUE$OZ51 S 'SO (Revised 02/24/2014) �Q� • Bonding Company's Name(if applicable) N I>f1 Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT=WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature r ► --�LSignature ER or AGENT CO R The foregoing instrument was acknowledged before me this The foregoing instrument s acknowledged before me this day of � r 20 by —day of 20 , by -- ua-I -rig,who is personally known to C vti0-a"] Pp�nally k` now�n to me or who has produced K�D(_ as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Affie 02.6 Sign: EVA TER Print "�a Print: �= Notary Public-State of Florida •19 Commission#►FF 910021 Seal: Commission#►FF 910021 Seal: ,�� MII Comm:Expires Aug 16,2019 Mry Comm.Expires Aug 16,2019 � ftNaUanal wry��• Bonded MroiM fi MriorW Notary As1n. . APPROVED BY 1 Plans Examiner Zoning Structural Review Clerk (Revised 02/24/2014) Property Search Application-Miami-Dade County http:,/www.miamidade.gov/propertysearch/#/report/summaty ROPERTY APPRAISER OFICI: ff THE P Summary Report Generated On:11/27/2017 Property Information Folio: 11-3206-013 4990 x:. 1372 NE 103 ST Property Address: Miami Shores,FL 33138-2433 .--`--...... ............. ..- -'....... .._-'---_.............. ..........--__........_......................... Owner MICHELLE PETROU - 3 ; Mailing Address 372 NE 103 ST MIAMI SHORES,FL 33138-2433 t, PA Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTI L-SINGLE r FAMILY:1 UNIT " = . Beds/Baths I Half '4/3/0� � �"•, ---.. ................_... - ........ __..... _... . _... .......... ...... ..... _....._...._.......__. - . Floors 2 �.� A Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area - --�i 2,171 Sq.Ft - Lot Size 11,700 Sq.Ft Taxable Value Information 2017 2016 2015 Year Built 11938 County Assessment Information Exemption Value $50,000 $50,000 $50,000 _....-...............-----..._...._......_.. ...--...-..........---- -._....-----... _.._..._...._._._..... Year 2017' 20162015 Taxable Value $175,502 $170,864 $169,329 -- _............_..........__....--........_ ..__..._._....__...__. ..------------- -...---..._...... ---.._....._.... .._.... _ _..... Land Value $316,149 $262,8 5 $252,575 School Board Building Value $67,870. $67,870 $67,870 Exemption Value 1 $25,000 $25,000 $25,000 XF Value $6,474 $6,539 $5,739 Taxable Value $200,502 _$195,8641 $194,329 Market Value $390,4933 $337,2941 $326,184 C ity ........._.__......_.............. ........._..._................. - ........_...._.. Assessed Value $225,502 $220,864 $219,329 Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $175,502 $170,864 $169,329 Benefits Information �' Regional ....._.... - - _._. -- ....-............_..._..--- ---......._.........__ --- Benefit ;Type 2017: 2016 2015 Exemption Value $50,000 $50,000 $50,000 -- -.._....... -- -- -- --............._..... ---- Save Our Homes Assessment Taxable Value $175,502 $170,864 $169,329 Cap i Reduction $164,991; $1 6,430 $106,855 ..__....................._........_..... .. .. Homestead Exemption $25,000: $ 5,000 $25,000 Sales Information Second f Previous OR Book- Homestead Exemption $25,000; $k,000 $25,000 Sale Page Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i e.County,School 01/01/2007 $0 25323-2746 Sales which are disqualified as a result of Board,City,Regional). examination of the deed I Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 3&4 BLK 37 i LOT SIZE 100.000 X 117 OR 25323-2746 012007 4 h. The Office of the Property Appraiser is continually editing and updatitlng 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 ggreement at http://www.miamidade.govfinfo/disclaimecasp Version: II 3 i F4ORSOp SECTION 1524 HIGH VELOCITY HURRICANE ZONES—REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the content of the section.The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations.Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 2. M`5 -?'Renailing wood decks:When replacing roofing,the existing wood roof deck may have to be renailed in accordance with the current provisions of Section 84403. (The roof deck is usually concealed prior to removing the existing roof system). 4. M J .P Exposed Ceiling: Exposed,open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance;therefore, roofing nail penetration of the underside of the decking may not be acceptable.This provides the option of maintaining the appearance. 6. L!'�!Overflow scuppers(wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers(wall outlets)are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and 17 �M�t' nature Date Contractor na r to Date Property Address Permit Number Revised on 7/9/2009 LD;07/01/2015; 0 -.32 �'f Miami horesVffillage Building Department 10050 N.E.2nd Avenue res I Miami Shores, Florida 33138 Tet: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE. BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: ��e _ -i-f^pu Property Address S%9 NF �� SA. Roofing Permit Number: Dear Building Official: I M1 C S" Pe r 0 U certify that I am not required to retrofit the roof to wall connections of my building because: ro The just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00, Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code(FBC)or with the provisions of 1994 edition of the South Florida Building Code(1994 SFBC) ]VI i'ch el le �J -roU Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned, Sworn to and subscribed before me this 1 day of .1 1 r f Notary Public, Sate of Florida at Large <, FVA DORFMOSTER • When the just valuation of the structure for purpose of ad valorem taxation is a ua o or more than$30 , - Notary Public-State 61 Florida Q uildi(p4MM"W4nW§ftJfCna1994 s SFBC.Then you must provide a building application from a General Contractor for the Roof to Wall co a t*&Mm.Expires Aug 16,2019 BWI*1 teroapb Nal Nettrty Ape Revised on 5/21/2009 ACS" CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDrcYYY) 12/28/2017 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. i IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms 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 - CONTACT Kacie Liebman NAME: Frank H. Furman, Inc. PHONE(A/C,No,Ext): (954)943-5050 (AA/C,No):(954)942-6310 1314 East Atlantic Blvd. E-MAIL kacie@furmaninsurance.com ADDRESS: P. O. BOX 1927 INSURER(S)AFFORDING COVERAGE _ NAIC# Pompano Beach FL 33061 INSURERA:Ironshore Specialty Ins .25445 INSURED INSURERB:MAPFRE Ins Co FL 34932 Devove US Inc, DBA: Evans Roofing INSURER C: 1071 NE 43rd Street INSURER D: INSURER E: Oakland Park FL 33334 1 INSURER F COVERAGES CERTIFICATE NUMBER:18-19 Master 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 ADDL SUER POLICY NUMBER MMIDDIYLICY E FF POLICY EXP LTR YYY MMIDDIIYYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED A CLAIMS-MADE X OCCUR PREMISES,(Ea occurrence) ;$_ 100,000 RCS0045200 5/1/2017 5/1/2018 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: I GENERAL AGGREGATE $ 2,000,000 X POLICY PRO LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER: $ I I COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY $ 1,000,000 (Ea accident) I-.� ANY AUTO BODILY INJURY(Per person) $ B ALL OWNEDSCHEDULED X 5204070001856 1/14/2018 1/14/2019 BODILY INJURY(Per accident) $ AUTOS AUTOS r NON-OWNED I PROPERTY DAMAGE $ X HIRED AUTOS _ AUTOS (Per accident) ,. i UMBRELLA LIAR OCCUR EACH OCCURRENCE 111 $ EXCESS LIAB CLAIMS-MADE I AGGREGATE $ DED RETENTION$ O Ej� $ WORKERS COMPENSATION I STATUTE ERH I. AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N N/A E.L.EACH ACCIDENT {$ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) , E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ i ^• DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) { License Number CCC1326276 "Roofing" CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL I BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 a AUTHORIZED REPRESENTATIVE Dirk DeJong/KJL ©1988-2014 ACORD CORPORATION.' All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) yt► R Os 1 E �`� Miami shores Alffillage Building Department Argo nrnM 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �ZOR1Up' Tel:,(305) 795.2204 Fax: (305) 756.8972 RE: Permit# � DATE: y INSPECTION AFFIDAVIT licensed as a (n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#:-COOS�91e On or about ofIs q: I G I did personally inspect the roof deck nailing (Date&time) work at 702 N'�7 403 S;r MSA /va —�h0 F S �L, 33I 3 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) `r Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of EVA O UPWISTER Notary Public, Sate of Florida at Large WJWY PWk•stfn of Florida CoauebON 0 ff 910021 Mli 00*UPW Aup 16,2010 ftbdomm Itl+h►Alan 'General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with <," permit#and address#clearly shown marked on the deck for each inspection r oo„�.,,r.,,,nnni�ntlKrnvonnn License CCC 1326276 o EVAN r� ' • e GAF MATERIALS CORPORATION Devove U.S.,Inc. 1071 NE 43rd Street Oakland Park, FL 33334 P.954-566-5238 F. 954-561-7776 PROJECT FOR: Michelle Petrou 372 NE 103 Street Miami Shores, FL 305-984-3824 michellepetrou@comcast.net September 27, 2017 Thank you for the opportunity to quote on your roof project.The following is an outline of the project: Re-roof Slope Concrete Tile roof system over wood deck(approximately 2,300 sq.ft.) A. Permitting and Engineer Testing: This proposal includes cost for permitting(NOA,Miami Dade Product approval, application...), filing the Notice of Commencement. Any additional engineering testing and work requested by building department will be charged extra to comply with building officials requests. - Delivery, Crane, dumping and sales tax are included. B. Tear-off and Preparatory Work(slope roof area): - Tear off(1) roof system down to wood deck. - Clean work area to a smooth,workable surface. Note: Replacement of deteriorated Plywood Sheathing,framing trusses is included up to 100 sq feet. Any required wood removal exceeding 100sq ft or 100 linear Ft shall be charged at$3.50 per foot, for deck wood$ 8.00 (custom)per foot for sub fascia and Rafters.. C. Base sheet and Underlayment Installation: - Install 30 lbs felt,mechanically fastened using 1 1/4" Ring Shrank Nails and 1 5/8"Tin Caps. - Install 94s'Vile Underlayment,hot mopped with Asphalt type IV and back nailed as per FBC. Mo��CI Page 1 of 3 D. ENTREGRA AND BORAL Concrete tiles: - Install all required flashings (3X3)eave drips. Color: ( �^� )• - Installation of metal trims, counter-flashings and valley metal, as needed. - Remove and replace existing lead stacks. - Install 16" wide galvanized valley metal at tie in transitions. Apply asphalt primer. - Install metal eave closures. - Install H/R metals over Hips and Ridges. - Installation of ENTEGRA/BORAL Roof concrete Tiles Color : see brochure - Tiles will be installed with AH-160polyurethane foam as per FBC. Re-roof Built-up flat Modified roof over wood deck(approximately 200 so.ft.) E. Tear-off and Preparatory Work(Flat roof): - Remove existing (1)roof system down to wood deck; haul away dirt and debris off roof area. Tear-off will be done in sections to assure the roof is watertight at the end of each day of work. - Remove and discard roof debris to local dumpsite. Note: Replacement of deteriorated Plywood Sheathing,framing trusses is included up to 100 linear feet. Any required wood removal exceeding 100 lsf or 100 linear ft shall be charged at$3.50 per foot for deck wood, $5.00 per foot for sub fascia,fascia and rafters.. F. Base Sheet: - Furnish and Install GAF GAFGLASS#75 base sheet,mechanically fastened using Tin caps and RS Nails fasteners, as per NOA requirements. G. Inter-ply Sheets: - Install 2 plies of GAF Ply IV fiberglass,hot mopped at a rate of 30 lbs.per 100 sq. ft. H. Conventional Built-up roofing system: - Install one ply of GAF white granular,Modified Bitumen FR mineral surfaced cap sheet,hot mopped in place at a rate of 30lbs.per 100 sq. ft.. - White ceramic granules will be spread over asphalt bleed outs to prevent cracks and alligatoring and increase aesthetic of the system application. I. Terminations and details: l��` - Install all required flashings (3X3)eave drips. Color: ( ) - Back Small house included - Gooseneck� ) - Turbines ( 3 ) - 2x4 Cricket - 4x2 scupper Page 2 of 3 Note: Gutters may need to be disconnected and removed from roof if not anchored properly, not up to code or preventing proper roof installation. Gutters re-installation not included. Contact: Valerian from Gutter it Up for quote: 954 245 1059. This proposal includes the removal of one roof system If during the process we encounter more the one roof system, Additional charges will be applied. Homeowners will be responsible for providing paint, any wood replacement (fascia, soffit,porch ceilings) needs to, Be done by others. We recommend a preventive maintenance on flat roof(silver coating) every three years to keep warranty valid. Tile and Flat roof are warranted for 10 years. INVESTEMENT TOTAL FOR ROOF PROJECT AS DESCRIBED: 19 0 O.O O , Deposit $5,800 Completion of dry in $8,000 (plus extra wood if applicable) Tile Delivery $4,000 Completion of Job $2,000 I AGREE WITH THE TERMS OF THIS CONTRACT HAIRO GOTAY, Customer " ans Roofing Date Page 3 of 3 r � d ROOF ASSEMBLIES AND ROOFTOP STRUCTURES C Florida Building Code 5th Edition (2014) AN p 2018 High-Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) B C Master Permit No. Process No tt, Contractor's Name Evans Roofing Job Address 372 NE 103rd Street QM• ROOF CATEGORY (MI I@ Low Slope ❑ Mechanically Fastened Tile E1 Mortar/Adhesive Set Tile' ❑Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles .••••• . . .... ...... ❑ Prescriptive BUR-RAS 150 •• • ;•••;• •. ...... . ...... ROOF TYPE •••�•• • • • •.•••• •••• •••• • • New Roof 0 Reroofing f"1 Recovering 171 Repair VT Maintenance!.... • ••••• ROOF SYSTEM •••••• • ••• ••••• INFORMATION •• •• •• • •••••• • Low Slope Roof Area(SF) 200 Steep Sloped Roof Area(SF) 2,300 -'ptar(St) .2,5(20 •••• • . . . . ...... Section B (Roof Plan) •• •• • Sketch Roof Plan: Illustrate all levels and sections, roof drains,scuppers,overflow scuppers and overflow drains. Include dimensions of sections and levels,clearly identify dimensions of elevated pressure zones and location of parapets. w r > r i 5 co o I IN ` z ,\ W C O � s L L ¢ C _Al < u S1 < LID �lrrll � ah C C LU a C U 0 LU c Z 01 22' 0l �a _ 15.32 FLORIDA BUILDING CODE 5th Edition (2014) —BUILDING , i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 4 Fio ida Building Code Sth Edition (2814) High-Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Slope Application) Surfacing: l�} Fill in specific roof assembly components and identify manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (If a component is not used,identify as"NA") c� Q Field: 9 11oc@Lap,#Rows 2 @ %_"oc System Manufacturer:GAF Perimeter: (0 "oc @ Lap,#Rows_±@ 6 "oc Product Approval No.: 14-1030.02 --k" Corner: "oc @Lap,#Rows @ C3"oc Design Wind Pressures,From RAS 128 o Calculations: r - Number of Fasteners Per Insulation Board: Pmax1:42.8 Pmax2: 71.7 Pmax3: 108 Field Perimeter Con"• Max.Design Pressure,from the specific Product • ••.•.~— • ••• Approval system: Illustrate Components Noted and Details .••;• ' Applicable: '•••••• • • 0% Deck: Woodblocking, Gutter, Edge Terrw"Can� Stripping,4Flashing, •• Type:WOOD Continuous Cleat,Cant Strip, Basq Ftvhing,Couater: • • Flashing,Coping, Etc. • • .•.. ••.• • .. Gauge/Thickness:518" Indicate: Mean Roof Height, Par� •e4 tieWht, HeightA413ase . ..• Flashing,Component Material,J°1°torial 4Thicknel%Fattener • ••• Slope: 174" Type, Fastener Spacing or Subm • Anchor/Base Sheet&No.of Ply(s):NA , .V ;...:• •.• Anchor/Base Sheet Fastener/Bonding Material: 1 •• • NA �r�r Insulation Base Layer: NA '� `�N v' t Base Insulation Size and Thickness: NAI FT. Base Insulation Fastener/Bonding Materia: A��-� o` r �a Parapet NA .� N , Height f Top Insulation Layer: NA Top Insulation Size and Thickness: NA FT. U Top Insulation Fastener/Bonding Material:; �pb Mean NA Roof Base Sheet(s)&No.of Ply(s): 1 PLY#75 BASE Height Base Sheetfastener/Bonding Material: i ., I�. S• Null �- t Ply Sheet(s)&No.of Ply(s): 2 PLY 4 Ply Sheet Fastener/Bonding�M�atgrial: di' ,LS ha i Top Ply: RUBEROID 170 FR Top Ply Fastener/Bonding Materiaj:P1 c J--�' h FLORIDA BUILDING CODE 5th Edition (2014)-' BUILDING 15.33 f ROOF ASSEMBLIES AND ROOFTOP STRUCTURES , Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: Boral Notice of Acceptance Number: 16-0711.05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 1: 39.1 P2: 68.1 P3: 100.7 . . . .. ...... ...... . ...... .... .... ..... Steep Sloped Roof System Description ...... ••• ••�••• . . . . ...... Deck Type: CWood _ •• • Type Underlayment: 1 Ply#30 Felt Roof Slope: 3 : 12 Insulation: NA Fire Barrier: �q i Ridge Ventilation? Fastener Type& Spacing: 1 1/4"Ring Shank Nails.+Caps F NA —�Znoc�+3Z ro t o 4�1-- i Adhesive Type: H$Asphalt Type Cap Sheet: Flintlastic GMS l Mean Roof Height: 18' Roof Covering: Saxony 900 Tile — — Type&Size Drip 26 ga. galy 3"metal Edge: 15.34 FLORIDA BUILDING CODE5th Edition (2014) —BUILDING I ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High-Velocity Hurricane Zone Uniform Permit Application Form. , Section E (Tile Calculations) For Monsen[based the systems,choose either Method 1 or 2.Compare the values for Ml.with the values front Mi.If the Mt values are gieater than or equal to the M,values,for each area of the roof,then the tile attachment method is acceptable. Method I"Moment Rased Tile Calculations Per RAS 127" I (Pi: -39.1 x?,_,31_=-12.31 )-mg: 7.62 =Mri -19.93 Product Approval ML 4Q4 (P,: -68.1 x> .315 =-21.45 )-m,: 7.62 =m, 29.07 Product Approval Mi40.4 (P;: -100.7 x?, .315 =-31.72 )-Mg: 7.62 =M, -39.34 Product Approval Mt 40.4 Method 2"Simplified"file Calculations Per Table Below" kequircd Moment of Resistance(Mr)From TableBelow Product Approval Mr Mr required Moment Resistance" .` `•• Mean Roof Height-> • • • ` Roof Slope 15' 20' 25' 30' • •40' • • • 2:12 34.4 36.5 38.2 39.7 • 42.2 000006 • • • 3:12 32.2 34.4 36.0 37.4 39.8 0.06 •• •• 4:12 30.4 32.2 33.8 35.1 • ••• 37.3 01190 •• •� 5:12 28.4 30.1 31.6 32.8 • `•` 4.9 ` "` " •• y 6:12 26.4 28.0 29.4 30.5 ` /• 32.4 • 7:12 24.4 25.9 27.1 28.2 • • �t0.0 • "Must he used in conjunction with a list of moment haled tile systems endorsed by the Broward County Board of Rules 2nd A� .�Is. • • •/t For Uplift based tilt systems use Method 3.Compared the valves for F"with the values for Fr.if the F'values are greater than or equal teethe Fr valias. • • •/ / for each area of the roof,then the tile attachment method is acceptable. Method 3"Moment Based Tile Calculations Per RAS 127" n (Pt: x 1, = x w:_ )-W: x cos© -=F,(- Product Approval F' (P,: x L - x w:_ )-.W: x cos H =i'r� Product Approval F' tP3: x L = x w:= W: x cos 8 =Fr3 Product.Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure PI or 112 or 113 RAS 127 Table I or by an engineering analysis prepared by PF.,based on ASCE 7 Mean Roof Height H Job Site Roul Slope 9 Job Site Aerodynamic Multiplier n Product Approval Resturing Moment due to M y, E'nxluct Approval Gravity Attachment Resistance Mr Psalter Approval Required Moment Resistance M„ Calculated Minimum Attachment F' Product Approval Resistance Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval L=length Tile Dimensions W=width Product Approval All calculations must he submitted to the building official at the time of permit application. FLORIDA BUILDING CODE 5th Edition (2014)-BUILDING 15.35 M MIAMI, `® MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 308 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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 be valid after the expiration date stated below. The Miami-Dade County P*ldt cl Cont;ol •Savtion • (in Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve thilWNt�to have this , • product or material tested for quality assurance purposes. If this product or material fails to perf4qp in the,4gglated ;••••; manner,the manufacturer will incur the expense of such testing and the AHJ may immediately"Iiq fe,mo$ifyt o? ..... suspend the use of such product or material within their jurisdiction. RER reserves the right to wvok a this aco prance,••%•• if it is determined by Miami-Dade County Product Control Section that this product or material'Nils to meet the • ...... requirements of the applicable building code. :00:0: • This product is approved as described herein,and has been designed to comply with the Florida Building Cada:. *••••• including the High Velocity Hurricane Zone of the Florida Building Code. ••• 000 �••••� 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 pr 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 =MIAMIDE COUNTY ExpirationOADate: 04/26/22 I� �� Approval Date: 09/29/16 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Catep_ory: Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type' _ Wood •••• . 0000 0609V 1. SCOPE6 • 0000.. ..6999 6 696966 This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Ceeerete Roof-Tile, as:,,,,: manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Aettp?Vice. Fal•tdgptions• where the pressure requirements, as determined by applicable Building Code, do not exWd the desithollressureo 0 . 0 4o 66 606 .0.90 . values obtained by calculations in compliance with RAS 127 using the values listed m He installit"iox section .. .. .. 0000.. herein. The attachment calculations shall be done as a moment based system. ••• •• 2. PRODUCT DESCRIPTION ••• 6• 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-pressure extruded Width= 13" concrete roof tile with two nail holes. For direct deck, thickness= 1-9/32" batten,mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim,boosted Barcelona,concrete roof Width: varies pieces for use at hips,ridges and rakes. varying thickness i NOA No.: 16-0711.05 IIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 2 of 8 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report ••• D�tI� "":' The Center for Applied 94-084 Static Uplift Testing Mlir 99'4 Engineering, Inc. TAS 101 (Mortar Set) • The Center for Applied 94-060A Static Uplift Testing 0000 Marol •1A94 0000 • Engineering, Inc. TAS 101 (Adhesive Set) . 0000 0000. The Center for Applied 25-7183-6 Static Uplift Testing TAS 102••;••; Fee' 1995 Engineering,Inc. (2 Quik-Drive Screws,Direct Deck] " ' •0 • The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 : Feb. 1§95 •• ...... Engineering, Inc. (2 Quik-Drive Screws,Battens): .••••. The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 •0•• Marcp. 1295 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 II&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 NOA No.: 16-0711.05 MIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 3 of 8 r t 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 accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform Vaerte ly test in accordance with TAS 112, appendix `A'. Such testing shall be submittld tr 1he BuildAtg Codd ***:* Compliance Office for review. 00000 0 0 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Apt fi *tions Standards listed 0 section 4.1 herein. 0000 0000 . . 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the,;ggAslopetu q.Vstated..... otherwise by the underlayment material manufacturers published literature. *00009 . 000 0000• 3.6 This acceptance is for wood deck applications. Minimum deck requirements sheirba in corf*ppl nce with••••;• the applicable Building Code. ;••;'; • . . . .. . 0000.. . 0000 . 0000.. 4. INSTALLATION 0 • 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(Ibf) 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 - X (ft3) X(ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity- M9 (ft-Ibf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater C 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 a � NOA No.: 16-0711.05 MIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 4 of 8 i Table 4: Attachment Resistance Expressed as a Moment- Mr(ft-lbf) for Mechanically Fastened Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) •••• Saxony 900 2-10d Ring Shank Nails 30.9 8.1• 7.2 •• Slate, Shake&Split 1-10d Smooth or Screw Shank Nail 7.3 9.8 ••••+1.9 ••;, Shake 2-10d Smooth or Screw Shank Nails 14.0 • 1 7.4 1 .#8 Screw 30.8 3QA. 69618.2 2 .#8 Screws 51.7 5j 7, 024.4 ... 1-10d Smooth or Screw Shank Nail (Field 24.3 �g,�.. .24.2 :..� Clip) •..' .... 1-10d Smooth or Screw Shank Nail (Eave 19.0 22.1 .' Clip) ' • 2-10d Smooth or Screw Shank Nails (Field 35.5 35.5 . :"'34.8 2-10d Smooth or Screw Shank Nails (Eave 31.9 31.9 .2 Clip) 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 TileBondT"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) i for Single Paddy Adhesive Set Systems A Tile Tile Application Minimum Attachment Profile Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset®AH-160 118.94 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 5 Tile-Tite Roof Tile Mortar r NOA No.: 16-0711.05 MIAMI•DADEGOUNTY 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". w 0000 . . 0000 0000.. 0000.. • 0000.. . 0000.. 0000.. . 000000 0000 0000 . • 0000 0000 0000. 000000 0 000 00006 LABEL FOR BORAL,SAXONY 900 TILES(LAKE WALES FL•PLANT*••• . 00000 LOCATED UNDERNEATH TILE •• • . . . . 0000.. ...... 0 . 0 . 0000.. 6. BUILDING PERMIT REQUIREMENTS •• . •0 0 0 .. . 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 r NAIL HOLES • 1-5/32"(Slate) 17 " COVERLOCK 13 " UNDERLOCK I SAXONY 900-SLATE NOA No.: 16-0711.05 MIAMI•DADECOUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 6 of 8 r i PROFILE DRAWINGS �\� • •YYY NAIL HOLES �� \ • • ••••• """ \\'� YYYYYY • YYYYY• • •YYYY• • •YYYY• �� YYY• YYYYY i •Y• •YYY• Y• i •YYYY• 960* 1-x/32"(Shakey• A •Y •• - • • • Y •YYYY• 1713 " . F r h. Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed 8. No brush SAXONY 900-SPLIT SHAKE I i NOA No.: 16-0711.05 MIAMI•DADE COUNTY Expiration Date: 04/26/22 Approval Date: 09/29/16 Page 7 of 8 i r PROFILE DRAWINGS •••• NAIL HOLES • •••• • 0.00:• •• • :060:9 to 000000 • 00000• • 960.6• • • •0000•• •••• •••• • • *000 • • - `-, 0000 •0000 0000• 0000•• • ••• 60.60 • • • • • -. •• •• •• • 0000:0 '.• • • •0000• \ 0000•• 0000•• 1-9/32"(Shake) 17 � z 1311 I SAXONY 900-SHAKE END OF THIS ACCEPTANCE NOA No.: 16-0711.05 MIAMI•DADECOUNTY Expiration Date: 04/202 Approval Date: 09/29/16 Page 8 of 8 I � MIAM�aaae MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 I NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy Lomanco, Inc. 2101 West Main Street Jacksonville,AR 72076 ...... SCOPE: ...... . ...... This NOA is being issued under the applicable rules and regulations governing the use of conStht&?&material%. The ;•...; documentation submitted has been reviewed'and accepted by Miami-Dade County PERA-Prroduct%oatro0e'e 1Qn to ' .. .... ..... be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdi c.00n.JAHJ). ••• This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Vroduct Control •• Section (in Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade Countyrreserje the jight.to ��••;� have this product or material tested for quality assurance purposes. If this product or material faiLS to petf8m'ift • the accepted manner, the manufacturer will incur the expense of such testing and the AI%Aa; immediately :" revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves AeWriWt 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: BIB-12,BEB-12,BIB-12TR,BEB-12TR Whirlybirds 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.11-0822.05 and consists of pages 1 through 7. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 16-0510.26 MIAMI•DADE COUNTY , Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 7 I ROOFING COMPONENT APPROVAL t Category: Roofing Sub-Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: r Test Product Product Dimensions Specification Description.... . . .... ...... BIB-12 WhirlyBirdO 12" wide at base 17-1/8"high TAS 100(A) Turbine venlilalion system, internally .' Vanes 0.0175" thick braced,for ckkoe instaWaAM" .... :• Elbow 0.0305" thick •••••• • Base 0.025" thick .... .... ..... BIB-12TR Whirlybird® 12"wide at base 20-'/z"high TAS 100(A) Turbine vexk6tim system,Oroternally.:..� Vanes 0.0175" thick braced,fortrle trttallation!• •••• • Elbow 0.0305" thick Base 0.025" thick •••••• BEB-12 WhirlyBird® 12" wide at base 17,1/8"high TAS 100(A) Turbine vent;hatioli systgm%•. • Vanes 0.0175" thick externally braced, for shingle' Elbow 0.0305" thick installation. Base 0.025" thick BEB-12TR Whirlybird® 12"wide at base 20-'/�" high TAS 100(A) Turbine ventilation system, Vanes 0.0175" thick externally braced, for tile intallation. Elbow 0.0305" thick Base 0.025" thick Turbine Cap 12" dia. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS: Test Product Product Dimensions Specification Description Manufacturer Asphalt Roof Cement ASTM D 4586 Asbestos-free,asphalt based generic roof cement. Asphalt Primer ASTM D 41 Asphalt Primer generic Roofing Nails Minimum#12 x 1'/4" TAS 114 Corrosion resistant annular ring generic shank nails Sheet Metal Screws Minimum#10 x '/2" TAS 114 Sheet metal screw generic MANUFACTURING LOCATION: 1. Jacksonville,AR NOA No.: 16-0510.26 MIAMI•DADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 7 i EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDC-117 TAS 100(A) 03/95 Center for Applied Engineering MTS-257493B TAS 100(A) 12/95 PRI Construction Materials Technologies LOM-012-02-02 TAS I OO(A) O.WW PRI Construction Materials Technologies LOM-020-02-01 TAS 100(A).„.., jwf041 ...... .... .... . . . .... .... ..... ...... . ... ..... .. .. .. . ...... . . . . ...... 4 NOA No.: 16-0510.26 MIAMI•DADE COUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 7 { APPROVED APPLICATIONS l • Trade name: BIB-12 WhirlyBird®,BEB-12 WhirlyBird® System Type A: Mechanical attachment of turbine vent over composition shingles. Cutout: At chosen location (see Lomanco's instructions for proper placement) and centered between two roof rafters, cut a 12" diameter hole through shingles and sheathing boards. Seal around top and sides of hole with approved 00 roofing cement. • . . .... ...... Installation: Determine roof pitch in compliance with Lomanco's instructions and align:. •. ...... roof pitch number on elbow with indicator line on flashing..*'1a... .three shoe • screws through holes that line up with pre-drilled holes in bV; • •••• ;•••• Place mounting base unit flat on the shingles on its flasVin , and coat 0 966 underside of base flashing with roofing cement. In its•p•teh-adjusted Position, carefully slide upper half of flashing up roof.1ni1eah shing1e • ••••'• previously rolled back until base is centered over cutout.;Rolligg back the. ....;. shingles where necessary, and rechecking pitch setiing .for vexhca•1 alignment, secure the base unit to the roof deck with a minimnm�o f four teen•• :•••• ring shank roofing nails, equally spaced, approximately 3/4" from edge 41' base per detail drawing "Base". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of'/2". Apply roofing cement to underside of shingles overlapping flashing, and press them down onto the flashing. Nail down flashing not covered by shingles '/2" to 1" from outer edge with equally spaced ring shank roofing nails. Rotate top of elbow to level position by turning counterclockwise. Place locking clamp across seam and tighten as shown in Lomanco's instructions with approved sheet metal screw. Seal all seams and nails with approved roofing cement. Position whirlybird on the base. Line up the pre-drilled holes in the brackets and base and fasten with approved long sheet metal screws. After installation, verify that whirlybird turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature Note: Apply roofing cement to seal all exposed flashing edges and seams. I NOA No.: 16-0510.26 MIAMMADE COUNTY ExpirAon Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 7 APPROVED APPLICATIONS (CONTINUED) ' Trade name: BIB-12TR Whirlybird®,BEB-12TR Whirlybird® System Type A: Mechanical attachment of turbine vent for tile or slate roofing. Cutout: At chosen location(see Lomanco's instructions for proper placement)and centered between two rafters,cut a 12" diameter hole through sheathing boards. •••• • . 01600 •0000. Installation: After application of 30 lb. felt and 90 lb.roofing material(het mopped3pg;;. • Roofing Application Standards RAS 118,119,120,cut 12"dWeter hok in """ roofing membranes to match previous hole cut in sheathing 0 666000 Rotate top of elbow clockwise and level in both directionq•P"rime bothrXes• 0000 0000 . •0000 of base flashing with ASTM D 41 primer,and coat under44S Q f ease 0 000 •4;00• flashing with ASTM D 4586 flashing cement. Center base pVer hole afld.' ; 000000 secure the base unit to the roof deck with a minimum of famte "ring shank roofing nails, equally spaced,approximately 1/4" from edge of taee per de tai E ••••:• drawing"Base". Cut a piece of 90 lb. roofing material a roiniUNU width of :0000: 30" x 30" and cut a 12" diameter hole in the center of the rddMing mate0r.0 a ' Place the piece of roofing material over base and hot mop in place. Sear 0 inside center hole of cap sheet with approved flashing cement. Place locking clamp across seam and tighten as shown in Lomanco's instructions with supplied fastener. Seal all seams with approved roofing cement. Position Whirlybird®on elbow and attach using three sheet metal screws provided. Check to see that Whirlybird®turns freely. if necessary,minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area: Refer to manufacturers published literature { Note: Apply roofing cement to seal all exposed flashing edges and seams. { ; f NOA No.: 16-0510.26 C�UNTY•DADE COExpiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 7 ; a LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. BIB-12, BEB-12 Whirlybird® turbine roof ventilators shall be installed over composition shingles roofs only. 3. BIB-12, BEB-12, BIB-12TR, BEB-12TR, Whirlybird® turbine roof ventilators shall'n".4e installed on roof mean heights greater than 33 feet. '. �.•••• •••••• •ww•w• w • • Www• •ww• • • •••• •ww• rw•ww DETAIL DRAWINGS ..ww.. w .w. ..:.w• w w w w.ww.w . Anpiorlmutel v � .I' I-r orn F_d4e �V • • • Pi).13- P! 3-P!2.j n(:I 0.500, 20,000 -� - — - P1i.000l - - - - --- c.125 TH.111 ,3 EOUAL SPACES} R(J1 I;,V 050 20 onn BASE NOA No.: 16-0510.26 MIAMI•DADECOUNTY Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 7 I t ' DETAIL DRAWINGS(CONT'D) I �� 0000 \ • 0000.. • 0000.. 0000.. -- .•... 0000 •0000. , f = 0000 •.• •• . . \� _8._.._4�. ,.d, a A �_�/-4'/�_��d�1� • , •• �•� 0000• 0000•• { .,I. � :0000• , , 0000•• 0000•• • •• • g•• , :0000: • • , BIB-12,BIB-12TR �0 f BEB-12,BEB-12TR END OF THIS ACCEPTANCE NOA No.: 16-0510.26 MIAMI•DADE COUNTY Expiration Date: 08/16/21 ,0000 � Approval Date: 06/30/16 Page 7 of 7 r F MIAMI-DADE COUNTY M/�IA}�M!� PRODUCT CONTROL SECTION 6r:i:✓JLJ1J 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) •T- wW w.mia midade!�ov/ecmomv •• • + • � ICP Adhesives and Sealants,Inc. �•��+� ��•+•• + 12505 NW 44' Street :...:. Coral Springs,FL.33065 •• 00600* :0090:` .•.• •••• 00006 SCOPE: .. 0 • ••• • • This NOA is being issued under the applicable rules and regulations governing the use of cd$stfttction material. The:,,,,,, documentation submitted has been reviewed and accepted by Miami-Dade County RER-Proluct•Control SecUion to be .• used in Miami Dade County and other areas where allowed by the Authority Having Jurisdicti0on(�$J). *090:0 This NOA shall not be valid after the expiration date stated below. The Miami-Dade CountyI•roduct Contsol,Sectiorj••••: (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have tktisoproduct • 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: ICP Adhesives Polyset®AH-160 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 wih 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 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 • Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset'AH-160 as manufactured by ICP Adhesives and Sealants,Inc.as described in this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat,low,and high profile roof tile systems using ICP Adhesives Polyset® AH-160. . . .... ...... PRODUCTS MANUFACTURED BY APPLICANT: ••• . Product Dimensions Test Product DTs�ri'ption' Specifications 000* G•o• •...: ICP Adhesives N/A TAS 101 Two component polys thane foarrr adhesiveo o:o 9 Polyset®AH-160 .• :•: 00000 ICP Adhesives Foam N/A Dispensing Equipment.:•:• too* 00 •• •: Dispenser RTF1000 ICP Adhesives ProPack® N/A Dispensing Equipment: : 30& 100 ' 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 ICP Adhesives Polyset® AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6lbs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise. Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ftz Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F., 2 weeks +6.0%Volume Change @158°F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% 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. NOA No.: 17-0322.03 MIAMI•DADE0o3 NTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 2 of 11 E I I EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division 000*** . . 0000 0000.. Ramtech'Laboratories,Inc. 9637-92 ASTM E 108 ••• 04J30/9.3• 900.0• 6 6600.0 Southwest Research Institute 01-6743-011 ASTM E 108 0.00" 11/16/94 0.6; 01-6739-062b[1] ASTM E 84 •0000• O06M • 0•000 0000 0000. I 0000.. ..:..' Trinity Engineering 7050.02.96-1 TAS 114 .. 03/144; 0 0 0 6 0 P36700.04.12 ASTM D 1623 0000.. 04/1812 P39740.02.12 TAS 101 : 6 : 02./21/102 009„0 TAS 1236.6 :0"" 0000.. Celotex Corp.Testing Services 528454-2-1 TAS 101 10/293•/91 528454-9-1 528454-10-1 , 520109-1 TAS 101 12/28/98 520109-2 520109-3 520109-6 520109-7 520191-1 TAS 101 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH-160 shall solely be used with flat,low,&high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset®AH-160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. k NOA No.: 17-0322.03 �MIAMI&ADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 i Page 3 of 11 r f INSTALLATION: 1. ICP Adhesives Polyset' AH-160 may be used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset®AH-160. 2. ICP Adhesives Polyset®AH-160 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 ICP Adhesives Polyset® AH-160 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. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. � 6666 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensedby ICP Adhes%(gF.jAd ....• Sealants, Inc. ICP Adhesives and Sealants,Inc. shall supply a list of approved applicator# tl;e authority having .' jurisdiction. ••u;•• ••.••. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is requj>:ed`before aV�al•ication:600.: of any adhesive. The mix ratio between the"A"component and the"B"component shtlj broaintai!i��l be4ween:.., 1.0-1.15 (A): 1.0(B). 60.00. 6 660 06:66' 6. ICP Adhesives Polyset' AH-160 shall be applied with ICP Adhesives Foam Dispenser'ItTPT000 or Iff • 0.9.00 Adhesives ProPack®30& 100 dispensing equipment only. 000:': • • 6666.. 7. ICP Adhesives Polyset® AH-160 shall not be exposed permanently to sunlight. 6 6• :00 00' . 6 ..6666 8. Tiies must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP)V"e ?ws • Polyset' AH-160 has been dispensed. 9. ICP Adhesives Polyset® AH-160 placement and minimum patty.weight shall be in accordance with the 'Placement Details'herein. Each generic tile profile requires the specific placement noted herein. f NOA No.: 17-0322.03 MIAMI•DADE Fj COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile ' Tile Profile Placement Detail MinimumPaddy Contact Minimum Grm Weight Eave Course-Flat,Low,High All Eave Course 17-23 sq.inches 45-65 Profiles Flat,Low,High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 3p•.... Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at '..P2 Arams per p4iddy •• head of tile 9-11 sq. inches at •..... •' • overlap •••••• Two-Piece Barrel (Cap Tile) Two Piece 2 Beads(1 each longitudinal '...1.7'gramSQ�r.�ead •••• edge)20-25 sq. inches each ...... ... :..' bead .. .. .. .... Two Piece Barrel(Pan Tile) Two Piece 65-70 sq. inches 34tramsunder pan 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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. T NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 5 of 11 f ADHESIVE PLACEMENT DETAIL# 1 NM thre"Is plastic c•shard fadby I[iasoasnn.y Flat/Low Profile Tile IrA!ww r•qulr•d► f' :•'11 •4 -- 1 tlnd•d•ym•nt 1. Starting at the eave course,apply a minimum 2" 1 (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. flactosrs Ww"al UyeC•ars• :, �, r: 2. Continue in same manner. Insure approximately 17 (109.7 cm2) —23 (148.4 cm2)square inch adhesive contact with the undersidceof thv tile. ••• •• ••••.• K loon.'\ :'!`/ f� • • • • # `Fascia •• • • • -�21n /'•rr'J 0000•• 00;.00• • • _ 0000•• ' _ .. ::'' v 0000•• • • • <?=', 0000•• E I.. _____ a.�y rrf.:�tio`... 0000 0000 • • 0000 0000 0000• ••• Medium Profile/ Double Pan••'1'ite•• 0 0.000 Nall through pbs*cement •• •• •• • 0009:* • (when reWlred) •••••• • Nddy If onooth T 1. Starting at the eave course,appl a minimum 2" •• • lrna..l•yn...,t r'�'`�" ��_4 _� (50.8 mm)x 10"(254 mn4)x 1;(25.4 M� foam • • paddy onto the underlaynfetlt�o;itionede4s Shown ;•••• under the pan portion of the tile closest la the° overlock of the tile being set. IQ i 21rLwide "A.- 2. Continue in same manner. Insure approximately 17 Settees optional i _ �{ ��`` = v 1 (109.7 cm2)—23 (148.4 cm2)square inch adhesive contact with the underside of the tile. EareCours•- —Fascia fK•itlreughpl.glc fa.ddplB•nr•shTi1■I High Profile/Single Pan Tile (olll•nngWr•dl �°� -'- J._ u�a..l•Y �' :` ;x;:=' Y, 1. Starting at the eave course,apply a minimum 2" (50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown e1,%,.2 0in.< :: �� 1 under the pan portion of the tile closest to the In.wide '`::: �' overlock of the tile being set. flattens '� "'-•„ • ~' ' 2. Continue in same manner. Insure approximately 17 109.7 cm2 —23 148.4 cm2 square inch adhesive contact with the underside of the tile. t+ E•w Coors• f` .� y.:..46aredosuse toln`' Drip ad" a �J NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 6 of 11 f I ADHESIVE PLACEMENT DETAIL#2 f IM.il thr•ugh pgamic camanl _Paddy IllkensathTi•I Flat/Low Profile Tile (wMtn required) ut.d•Aaymant .A` �`2� '•.. 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the N. :x, ._:i{r ,'` ..- strengthening rib of the tile closest to the overlock of It 7 in.''•-.12 r w,a ,y _` the tile being set. Insure approximately 17(109.7 cm2) sonenal t Lti=. ,• l,. —23 (148.4 cm2)square inch adhesive contact with the Bar"MemsEiwcouna. - ' : underside of the tile. 2. At the second course,apply 4 mig4um 2"(S9.'8mm) •••••• I18 qR•��'t' r • x 7 (177.8 mm)x 1' (25.4 mm)foam pa4dx ptio the •• underlayment positioned as sVovin under fhe _ ...... strengthening rib closest to thg BYerlock of the tile a* g EareClowre b •••• • � ein set. •ee• •sees •...... . ... ..... 3. Continue in same manner. Intsa'ra of proxi%-Wly;10" ••.••• (64.5 cm2)- 12(77.4 cm2) sciuwe inch adhesive contact with the underside of the tite. • Medium Profile/Double Pan Tile Neil through plastic cement When mquiredl `�. ^` __�Paddy il3aneath Tlle> 1. Starting at the eave course,apply a minimum 2"(50.8 mm)x 10"(254 mm)x 1"(25.4 mm) foam paddy — _�.. onto the underlayment positioned as shown under the pan portion of the tile closest to the Overlock of the the being set. Insure approximately 17 (109.7 cm2)— in. 23 (148.4 cm2) square inch adhesive contact with the "i. underside of the tile. sattem optional 2. At the second course,apply a minimum 2"(50.8mm) x 7"(177.8 mm)x 1"(25.4 mm)foam paddy onto the E,,,,a•,,.. underlayment positioned as shown under the pan '4 > portion of the tile closest to the Overlock of the tile EweCwrre=' ��-' �/' Fascia being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2)- 14(90.3 cm2)square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date:04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL#2 (CONTINUED) Mall lkrough piasticc e Paddy iB� ti�l�� High Profile/Single Pan Tile gwhan raqulrsd? Paddy u,,,ded,sym9^,' ' _ = 1. Starting at the eave course,apply a minimum 2"(50.8 •,�' --. mm)x 10"(2 54 mm)x 1"(25.4 mm)foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17(109.7 cm )— i ln. t nF y 23 (148.4 cm')square inch adhesive contact with the underside Of the tile. J T � l- / JF • • 6666 666666 2. At the second course, apply a Minithum 2; �nm) • Ex"C•"•" t`` x-Fascia x 7"(177.8 mm)x 1"(25.4$iM;fo%m paddy onto the•••••• s_ N66 hd. 00000 underlayment positioned as shown under the San :9060: 64n*db+we Or♦p68p6 portion of the tile closest to 4e ovorlock of Motile • 0 ' 6666 6666 66666 being set. • • 0000.. . ... 00006 6 6 6 66 66 66 6 060..6 3. Continue in same manner. Ir&%ve.ipproximately 17" 0• (109.7 cm2) - 19(122.6 cm2j square inch adhesive ..6 0:0 G 66666 contact with the underside of the tile. 6 . 666666 .. . .. . . 0 j NOA No.: 17-0322.03 QMIAM-DADEROUNTY Expiration Date: 05/10/22 a Approval Date:04/27/17 Page 8 of 11 . F 1 I ADHESIVE PLACEMENT DETAIL#3 a nail through plastic cereent P&Wy(between tries) (when required► 1. On the eave course only,apply a minimum 2" (50.8 Batten:optional mm)x 10" (254 mm)x 1" (25.4 mm)foam paddy {�►�► onto the underlayment positioned as shown,under �f sing►ewdft the strengthening rib for flat tile or under the pan on Bop of tilt ��) portion of the tile for low or high profile tile closest ex4kr. �._ to the overlock of the tile being set.Leave s:r a approximately 4" (101.6 mm)up from the eave single Wdy4, edge free of foam to prevent the expanded adhesive un "t Zx 4 M ""�'' from blocking the weep holes. Insure .... approximately 17-23 int 4109.7-148.4%ij'�A • tei ` A,, adhesive contact with the vAercide ofthe file .' •••••• ••.• 6cla •.••+• • •• 2 in. Fai •••••• E've OO 2. Apply a4" (101.6 mm)��4" ?Q1.6 m�rf)'�4 (25.4+ • mm)foam paddy onto theW1brlaymeift jtiSt below•;•• RaULowProfOeTile the second course line posi$on!d foara'pan ""' ,S for flat pile,or under the under the strengthening �� • Naathrougt, e�^�+� �n tBn ue pan portion of the tile,cl*• tQ the u�derlock for • IvAren nequ(redl Paddy(between tiles) the second course tile to be installed. jtisdi;� approximately 8-9 int(51.058:1 cm2)pf adhesive;••••; amen: Paddy(ti ndertie) contact with the underside of the tile.'..•.' i optional on up of the (Instructions continued on next page) 4 X 4 in. singie.paddyon uder roent a� + 10ir. 2 in. —Eave Closure Eave Course rye Medium ProAieTlie E ' I NOA No.: 17-0322.03 QMMIAWMADEUNTY Expiration Date: 05/10/22 r r Approval Date:04/27/17 Page 9 of 11 r ADHESIVE PLACEMENT DETAIL#3 (CONTINUED)' Nail though plastic Single paddy oder file InhenreWired) 3. Also apply a 2"(50.8 mm)x 4" (101.6 mm)x'/4" Pacidyibetw`'entiles) (19 mm)paddy on top of the eave course tile Battens Paddy(undertilei surface as shown,on top of the strengthening rib optional ffor flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. on Install second course of tile. Insure approximately 7.?14Ix4in. , L 9(58.1 cm2)- 11 (71 cm2)square inch adhesive 2s4in. contact with the underside of the tile at the overlap +r s � • Paddy and 7(45.2 cm2)-9(58.1 cm2 square m0000c • •••••• 00 of tile— adhesive contact with th�LtpdelSide olthe tile at •. 'A' the head of the tile. Contiiaw."same mffltW?&. •••• • Eave coarse `'''jda 0 0 0 00 0 0 0 . Weephole 0000•••• 0000•••• • • Ease closure0000•• 0000•• •0000 loin. �• Drip edge 0000•••• • 0000• •00••0 0000 0000 0000 • 0000•••• High ProAlo Tib •••••• • •• • • • • 0000•••• 0000•••• • • • 0000•••• 0000 • '0000 • • • 0000 • r t r • • NOA No.: 17-0322.03 MIAMI•DADE COUNTY Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 i I � ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel(Cap and Pan)Tile 1. Starting at the eave course,apply a m"vwm 2" 1)Place enough adhesive to achieve 65 to 70 sq.in. Steep pitch applications • • in contact with the pan tile. (whenrequired) (50.8 nim)x 10„(254 mm))!1„(25.4-mm) foam.••.• 2)Turn covers upside down.Place adhesive in paddy onto the underlayment positioned w SSSS•• • to t in.from outside edge of cover tile. shown under two adj ace)ltaari tiles.Support eaves••••• Then 25s%I In.tall e tile.ctareanwre20to tiles from rocking until aZi INe has a chance to • • 25 sq.In.contact area. ,,° g •••••• wf �.w Soso SSSS • • Underlsyment r ` cure. . • • • •S•s SSSS •SSS• P ry - • • ••• SSSS• z 2. Continue in same mamj•e�•a•b•.rifrnging two part •• • SSSS•• courses up toward the ridge;e[psr1re • approximately 65 (419Z cIfi x—70 G451.4 cm ) ••••:• square inch adhesive contactswith th i MdeIrside . • ••aos• .. ”'-. of the pan tile. *..a Eave closure •• . Sheathing 04,0000 Sheathing (motarshown) 3. Turn covers upside down exposing the underside Weephole Fascia Board of the tile. Apply a minimum 1”(25.4 mm)x 10" (254 mm)bead of adhesive directly on the inner Remove top portion of the eave course cover tile.Abut to second course of edge of each side of the cover tile. Leave pan tiles.Ensure eave end of pan and cover tiles are flush at eave line. approximately 3/4"(19 mm)to 1"(25.4 mm) Two Piece Barrel-High Profile Tile from the outside edge of the tile,inward,free of foam to allow for expansion. 4. Turn cover tile over after foam is applied and place onto pan tile course. Insure a minimum of 20(129 cm2) -25 (161.3 cm2)square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive.Pointing of • longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required,2"(50.8 mm)x 4"(101.6 mm)nailers or the tie wire system using galvanized, stainless steel,or copper wire and compatible nails may be used. i I • END OF THIS ACCEPTANCE 1 NOA No.: 17-0322.03 MIAMI•DADECOUNTY Expiration Date: 05/10/22 e s Approval Date:04/27/17 Page 11 of 11 MIAMHNkM � MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goTconomy CertainTeed Corporation .'. .... ...... 18 Moores Road ...... . ...... Malvern,PA 19355 •�;•• • .... ...... SCOPE: •••• •••• ••••. This NOA is being issued under the applicable rules and regulations governing the use of coiTA:ddtjon ma4Cri Jls:The •• ••• documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product'Control S(!ctidn to be 410•;• used in Miami Dade County and other.areas where allowed by the Authority Having Jurisdi.ioirN.HJ). ••• 0 •• ...• 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 hav'No• 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!his 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 Underlayment Systems 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 revises NOA# 14-0724.16 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-1028.02 MIAMI-DADECO nr Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS SCOPE: •. This approves CertainTeed Underlayment Systems,as described in this Notice of Acceptance;Aeost'ned to 1omply with....•• the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building C!ze �.... .... .... ..... TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICAMZ?• ;• ••%••• .. .. .. . ...... Test Prpd��t. k Product Dimensions .. Specification Des&igfiori WinterGuard HT 36"x 65' ASTM D 1970 Modified fiberglass reinlTorued4 bituminous sheet ;....; Manufuring rolls material for use as an underlayment it!s1+d roof Location #1 assemblies. Designed as an ice&rain shield. WinterGuard Granular 36"x 65' ASTM D 1970 Granular surfaced modified, fiberglass reinforced, Manufuring rolls bituminous sheet material for use as'an Location #2 underlayment in sloped roof assemblies. Designed as an ice&rein shield. WinterGuard Sand 36"x 65' ASTM D 1970 Embedded sand surfaced modified, fiberglass Manufuring rolls reinforced,bituminous sheet material for use as an Location #2 underlayment in sloped roof assemblies. Designed as an ice&rain shield. Diamond Deck'" 48"x 250' ASTM D 226 Synthetic, scrim reinforced underlayment for use Manufuring rolls Type II under shake,shingles, slate or metal roofing. Location-#3& 4 MetaLayment'" 39 3/8"x 61' ASTM D 1970 A film surfaced,self-adhering underlayment for Manufuring rolls use under metal roofing. Location #1 Black Diamond'" 39'/8"x 68' 7" ASTM D 1970 Granular surfaced modified,fiberglass reinforced, Base Sheet rolls bituminous sheet material for use as an Manufuring underlayment in sloped roof assemblies. Location #2 Designed as an ice&rain shield. Not for use as an Anchor Sheet.Direct adhesion to wood deck not permitted in the HVHZ. NOA No.: 14-1028.02 MIAMI•DADE COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 2 of 9 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 30/8"x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non-woven polyester jV4t• Location #1 • Type I reinforcement for torch.application. .... .....• . . . • All Weather/Empire 39 3/8"x 65' 10" ASTM D 4601 Asphalt coated fiberglap�1emforcedfba se sheet. " % Base Sheet rolls Type II •••••• . .... .... ..... Manufuring � • ...... . ... ..... Location #1 . . . . .. .. .. . ...... DryRoor"TU 39'/8"x 61' TAS 103 A polyester fabric surfl***self-ad4erinj • rolls underlayment. ;••••' Manufuring . . • • Location #1 " ' "' ' • •• Flintlastic GMS 39'/8"x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen Manufuring rolls Grade G membrane with non-woven polyester mat Location #1 Type I reinforcement for mop application. Flintlastic SA Cap 39 3/8"x 33'11 TAS 103 Polyester reinforced, self-adhering SBS modified Manufacturing rolls bitumen cap sheet. Location #1 Roofers' Select 36"x 144' rolls ASTM D226 An asphalt-impregnated,organic felt reinforced Manufacturing Type I with glass fibers,roofing underlayment. Location #S MANUFACTURING LOCATION: 1. Little Rock,AR. 2. Shakopee,MN 3. Hangzhou,China 4. Silvassa, India 5. Shreveport,LA NOA No.: 14-1028.02 MIAMI•DADE COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 3 of 9 I ' EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Momentum Technologies,Inc. AX31 G81) ASTM D4601 .X09/65/08 AX31G8G ASTM D6222 '1(I5/09 ...% • TrinitylERD 3530.12.05-1-R1 ASTM D1623..;.. IT05/09 3523.03.05-R2 ASTM D162399•. 4W 2/10 032240.03.10 ASTM 1)4977....• •43/0 /10 •.... 03500.04.10 TAS 103 .•Og/fls/10 ••�••� C31860.05.10 ASTM 1)16230 *• T5/18/10 C30280.12.09-R2 ASTM D22j**:*: ,. 11/11/09 • C31410.10.10-R1 ASTM D5147. AST1y1 D4„798 ;•2?/'U2/12 . C30890.03.10-1 ASTM D197b••• 003/.17/10 :" 040050.09.12-2 ASTM D1970 .048/12 C34940.09.1 I-R1 TAS 103,ASTM D1623 10/04/11 032930.01.11-R2 ASTM D1623 01/20/14 C45240.01.14-1 ASTM D1970,TAS 110 01/15/14 C45240.01.14-2 TAS 103,TAS 110 01/24/14 PRI Construction Materials CTC-075-02-01 ASTM D1623 10/07/11 Technologies,LLC CTC-075-02-01 TAS 103 10/07/11 CTC-093-02-01 ASTM D6164,ASTM D4799 I 08/09/11 CTC-189-02-01 ASTM D 1623 11/18/13 CTC-163-02-01 ASTM D6757,ASTM D226, 05/09/13 ASTM D4869 InterTek Testing Services Ltd. 10103165000Q-002C ASTM D226 ' 08/13/13 101227796COQ-003C ASTM D4798 08/13/13 10103165000Q-005C ASTM D4869 08/13/13 i NOA No.: 14-1028.02 MIAMI•DADE COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 4 of 9 a APPROVED ASSEMBLIES: Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood pan ••�• �•••• System E(1): Anchor sheet mechanically fastened to deck. •• Anchor Sheet: (4:12 or Above)One or more plies of Diamond Deck with a minimum 4,".4vdlap an4q"end •••• lap mechanically fastened io deck with approved nails and tin caps 6" dc.aLfhe side 141a Ctlge ••••• and in a grid pattern spaced 12" o.c. in the field of the roll. •••••. . ... ..:..' . .. .. .. . ...... (2:12 to<4:12)One or more plies of Diamond Deck with a minimum:?)'Mdlap and a 12" •• end lap mechanically fastened to deck with approved nails and tin caps6" o.c at the rid�ls�p •••••• edge and in a grid pattern spaced 12"o.c. in the field of the roll.Vertioal feints should be offset 36"minimum. • Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingles,quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes Deck Type 1: Wood,Non-insulated L Deck Description: 19/32" or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above)Two plies of Roofers' Select with a minimum 2"headlap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. , (2:12 to<4:12)Two plies'of Roofers' Select with a minimum 19"headlap and a f2"end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 72" minimum. Surfacing: Shall be acceptable for use in approved asphaltic shingle applications. Must Comply with applicable Roofing Application Standards and Building Codes f NOA No.: 14-1028.02 MIAM4DADECOUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 5 of 9 f Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck,membrane adhered. ." . . 0000 0000.. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"heedllpand a •. 6"end la mechanical) fastened to deck with approved nails and tin ca 0.0" c. at the ide la P Y PP 312 �.P• � p . edge and in a grid pattern spaced 12" o.c. in the field of the roll. .... .0 .00 ;00 •••• 1 •..• •.•.• k Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or Wir"ic-luardII+T,o 0 0 0.0.0 WinterGuard Granular,WinierGuard Sand,MetaLayment,DryRoof T>•1•ot-glack Dianond 0000:0 Base Sheet self-adhering membrane adhered to the anchor sheet with 4h?i3i um 3"hetdlap • and 6"end lap. Place the first course of membrane parallel to the eave,erolling the riLml i;.ane to obtain maximum contact. Remove the release membrane as the membr;.j s applied. Vertical .. . strapping of the membrane is acceptable. If membrane is strapped,then anchor sheet Nu%tealso be strapped. Surfacing: Shall be acceptable for use in approved asphaltic shingles,wood shakes, &shingles, quarry slate,and metal roof applications. Must Comply with applicable Roofing Application Standards j and Building Codes NOA No.: 14-1028.02 MIAMI•DADE COUNTY Expiration Date:'11/24/19 Approval Date: 06/04/15 Page 6 of 9 I Deck Type 1: Wood,Non-insulated Deck Description: 19/32" or greater plywood or wood plank ' System E(4): Anchor sheet mechanically fastened to deck,membrane adhered. •••• Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Bp,e 44echaniVt}►0• •••0:• attached with a minimum 4"side lap and a minimum 6"end lap.Anchar sheet shall be applied . at a right angle(900)to the slope of the deck with approved annular rin�•9har►k nails at"iin :*606: caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattet"spacedl2+'emc. in 00000 the field of the roll of the base sheet. ""•' ••• 00:060 .. .. .. . ...... Ply Sheet: (Optional)One or more plies of an ASTM D226 ply sheet adhered in Vul;mopping of" •. approved asphalt applied within the EVT range and at a rate of 20-40$s./sq :•09: •:• ••• . . 00 ...... Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied w!"A;ne EVT range and at a rate of 20-40 lbs./sq. or Flintlastic GTA torch applied to the preceding sheet or DryRoof TU, Flintlastic SA Cap,self-adhering membranes adhered to the preceding sheet with a minimum 4"side lap and 6"end lap. Place the first course of membrane parallel to the I t eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped,then anchor sheet and ply sheet must also be strapped. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12"o.c. at the�side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Surfacing: *Flintlastic SA Cap,Flintlastic GTA,Flintlastic GMS and DryRoof TU may be used with any approved roof tile system mechanically fastened as specified in their current NOA. 1 *Flintlastic SA Cap,Flintlastic GTA,Flintlastic GMS and DryRoof TU may be used with any approved roof tile system adhered as specified in their current NOA using any foam adhesive listed and having a current tile adhesive NOA approval. { Must comply with appropriate Roofing Application Standard RAS 118,RAS 119,RAS 120 and applicable Building Codes. LABELING: All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo,city, state and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY NOA No.: 14-1028.02 MIAMI•DADECOUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 7 of 9 { BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the,following: 1. This Notice of Acceptance. ." . . .... ...... 2. Any other documents required by the Building Official or applicable building code in o�rto properjy evaluate •• ...... the installation of this material. ...... ...... LIMITATIONS: .... .... . . 1. Fire classification is not part of this acceptance. •••••• ••• ••••• 2. CertainTeed underlayment roofing systems utilizing Flintlastic GTA, WinterGuard Hf,''�'qmterGuart'Granular,"":' WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base:Naet;s a cap m�mbran:••� • shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slgte, anq•metal roof applications. CertainTeed underlayment roofing systems utilizing Roofers' Select sha1P bg'a*cptable fog use itt••••: asphaltic shingles. '..'.' 3. CertainTeed underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap, Flintlastic GTA or Flintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof tile systems as specified in the surfacing option of the approved assemblies. 4. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. CertainTeed underlayment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CertainTeed underlayment roofing systems membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertainTeed underlayment roofing systems membranes shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlayment. 7. WinterGuard HT, WinterGuard Granular, WinterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap, MetaLayment, Diamond Deck, Flintlastic GMS, and Flintlastic GTA shall not be left exposed as a temporary roof for longer than 180 days of application. DryRoof TU and Roofers' Select shall not be left exposed as a temporary roof for longer than 30 days after application. 8. CertainTeed underlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the Notice of Acceptance. If CertainTeed underlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or Miami-Dade County Product Control for approval provided that appropriate documentation is provided to detail compatibility of the products,wind uplift resistance,and fire testing results. 9. All nails in the deck shall be carefully checked for protruding heads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 10. When applying the membrane in the valley, start at the low point and work to the high point,rolling the membrane from the center outward in both directions. 11. Roll or broom the entire membrane surface so as to have 100% contact with the surface,giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlayment for direct-to-deck tile assemblies shall be as follows: (Limitations noted below are a result of the tile stacking/tile loading performance and do not reflect to that of the underlayment. See Table Below) NOA No.: 14-1028.02 MIAMI•DADE COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 8 of 9 LIMITATIONS: , Tile Profile Flintlastic GMS' Flintlastic SA Cap' DryRoofT"TU' Flintlastic GTA' Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 ¢?I"• 9999 9999.. 'The following is applicable to all systems using and Flintlastic GMS: •• • • 9999.. *Slopes to 4:12—Stage b placing two tiles perpendicular to the slope followed b ••••imum four tiles on P P g Y P g PIP P Y.Ip� . top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). *Go:* •••• :9000: •Slopes greater than 4:12—Horizontal batten strips are required. Stage tiles touching TibriMntal battetls!a 9 9 9 0 0 999.. ' 9 maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). 0 �0 0• 0 9000. .. .. .. . 9999.. 2The following is applicable to all systems using Flintlastic SA Cap: ...•,• �• •Slopes up to 5:12,Profiled Tile—Stage by placing two tiles perpendicular to the slope followed by maximum 9 9 9 9 00090 four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 l;eloo. 9 • 00 . 900000 *Slopes greater than those shown in the above table—Horizontal batten strips are required. Stage Sjes•tptching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope(See Figure 2 below). 'The following is applicable to all systems using DryRoor'TU and Flintlastic GTA: •Tiles shall be stored on battens on roof pitches greater than 6:12". Slope Slope Side View Figure 2: Batten Method Front View Front Figure 1: Staged Method, View Figure 2: Batten Method END OF THIS ACCEPTANCE NOA No.: 14-1028.02 MIAMI•DADE COUNTY Expiration Date: 11/24/19 Approval Date: 06/04/15 Page 9 of 9 I ' i Membrane"type: SBS/SBS Cold Applied Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks .... System Type E(1): Base sheet mechanically fastened to roof deck. • All General and System Limitations shall apply. '•••'• 000*•• Fire Barrier: FireOut'" Fire Barrier Coating, VersaShield"Fire-Resistant Roof l�a)i Protection•. :"'•: • • ,• (optional) or Securock"'Gypstun-Fiber Roof.Board. 000* , 090* ••••• Base sheet: GAFGLAS""#80 Ultima Base Sheet,GAFGLAS �Stratavent.Eli••Gator' ••• ••••• �+ a s "�• • • Nailable Venting Base Sheet,Ruberoid"�•20,Ruberoid'"'SBS He"-JWgld` Smooth .• or Ruberoid`"' SBS Heat-Weld'"25 base sheet mechanically fastanedtadeck as ....:. described below: Va • Fastening GAFGLAS`'Ply 4,GAFGLAS"FlexPly" 6,GAFGLAS'#75 Base Sheet or two•.• Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS'Ply 4,GAFGLAS°"FlexPly"'6,GAFGLAS"I#75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"#12 Fastener,Drill-Tec" #14 Fastener or Drill-Tec'"XHD Fastener and Drill-Tec""3"Steel Plate,Drill- Tec" AccuTrac"Flat Plate or Drill-Tec'AccuTrac'Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psi:See General Limitation #7) ., GAF LA5'FlexPly"'6,GAFGLAS" #?5 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c.at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure—52.5 psf.See General Limitation#7) '' ._ . GAFGLAS`'' 980 Ultima' Base Shee Ruberoid'24 Ruberoid"�Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c. at the 4"lap staggered and in two rows 9"o.c. in the t field. (Maximum Design Pressure—60 psf.See General Limitation#7) 1 l GAFGLAS"'475 Base Sheet or any of above base sheets attached to deck with Drill-Tec'"#l2 Fastener, Drill-Tec'"#14 Fastener or Drill-TecT"XHD Fastener and Drill-Tec"'3" Steel Plate,Drill-Tec"AccuTrac*Flat Plate or Drill-Tec"' AccuTrac'Recessed Plate installed 12"o.c.in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c.in the field of the sheet. (Maximum Design Pressure—60 psf.See General Limitation,#7) , Any of above base sheets attached to deck approved annular ring shank nails and 3"inverted Drill-Tec`" insulation plates at a fastener spacing of 9"o.c.at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General.Limitation#7) NOA No.: 14-1030.02 � Expiration Date.: 11/06/18 C&A E COUNTY Approval Date: 1.1/05/15 Page 26 of 30 i Fastening GAFGLAS'"'#75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Tec"412 Fastener,Drill-Tec`"#14 Fastener or Drill-Tee'"X1•ID Fastener (Continued) and Drill-Tec"'3"Steel Plate,Drill-Tec"'AecuTrac"Flat Plate or Drill-Tec'" AccuTrac"'Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the fi ld of tire:•• • p q Y p' pP Y � .... ...... . " sheet, .. . . (Maximum Design Pressure—75 psf See General Limitation #Z�••.• i �'•' �.. • Ply Sheet: (Optional)One or more plies GAFQLAS' Ply 4 GAFGLAS,"'F1eYPr'�61 •��•• .m_. .. . GAFGLAV' 480 Ultima Base Sheet,Ruberoid"'Mop Smooth or%jb�ejetdK 24.... ••• sheet adhered in a full mopping of approved asphalt applied witlpp4b�f VT rarjge••• • • and at a rate of 20-40 lbs./sq. ..'..' '..' ; ,..• • Membrane: One or more plies of Ruberoid'Mop Smooth, Ruberoid" Mop l***,:Ruberoid'' �. Mop Granule, RoofMatch'"SBS Modified Granular, Ruberoid"'VfaP rlus ••• •• Granule,Ruberoid""20,Ruberoid'30,Ruberoid° EnergyCap"30 WVSI:S •• ;•••• Membrane,Ruberoid'30 FR or Ruberoid"Mop FR in adhered in a full moppti& of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or One or more plies of Ruberoid"Mop Smooth,Ruberoid"Mop Granule, RoofMatch""SBS Modified Granular, Ruberoid'"Mop 170 FR, Ruberoid°s Mop Plus Granule, Ruberoid"'20, Ruberoid""30, Ruberoid'EnergyCap'30 FR SBS Membrane,Ruberoid&`30 FR or Ruberoid'Mop FR adhered in Matrix""' 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq.and 300 tbs./sq.respectively in a flood coat of Approved asphalt at 60 lbs.!sq. 2. GAFGLAS'Mineral Surfaced Cap Sheet,Tri-Ply'" Mineral Surfaced Cap Sheet or GAFGLAS*EnergyCap" BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat'Membrane,Topcoat's MB Plus(to be used as a primer with Topcoat" Membrane)or Topcoat"Surface Seal SB applied at 1 to 1.5 gars/sq. Maximum Design Pressure: See.Fastening Options - NOA No.: 14-1030.02 MIAMI DADE COUNTY Expiration Date: 11/06/18 Approval Date: 11/03/15 Page 27 of 30 t I MIAMi•DADE MIAM I-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami.Florida 33175-2474 BOARD AND CODE ADMINISTRATION 1)11[SION T(786)315-2590 F(786)315-25AD• • NOTICE OF ACCEPTANCE (NOA) WWW.miJ!nid1ff Pov/ccont,MS• ••e•:• GAF ••••% • •••!Y• • ...... 1 Campus Drive 9#0000 6• Parsippany,NJ 07054 •'Y••• .... •... . . SCOPE: • This NOA is being issued under the applicable rules and regulations governing the use ofconstructitn :0: ••••• materials. The documentation submitted has been reviewed and accepted by Miami-Dacip•�Qynty RER s •.•��. Product Control Section to be used in Miami Dade County and other areas where alloyed 25ylhe �•; Authority Having Jurisdiction(AIIJ). • 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) 00 • ' 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 wit] incur the expense of such testing and they AH) may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product:is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Ruberoid",Modified Bitumen Roof System for Wood Decks. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product: TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.01 and consists of pages l through 30. The submitted documentation was reviewed by Jorge L.Acebo. NOA No.: 14-1030.02 MIAMI-DADE COUNTY= Expiration Date: 11/06/18 Approval Date! 11/05/15 Page 1 of 30 • i ROOFING SYSTEM APPROVAL Catep-ory: Roofing Sub-Category: Modified Bitumen Material: APP/SBS •••• . . .... ...... Deck Type: Wood . • . . •••••. • -75 ps Maximum Design Pressure: •••••• • •••••• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT,: • • :.•.•: TABLE 1 •...i• •.... ..... Test PAB§t'r: .• ;•; ••••• Product Dimensions Specification D_ r�in2fh •• • •••••• ese • Matrix" 102 SBS Membrane 5 gallons ASTM D3019 Fiber reinforced rutleriled cold-applied ....;. Adhesive • •••• adhesive far moditi�d bitumen roa �••••� systems. •• • •• • • • GAFGLAS` 4175 39.37" ASTM 1. 4601 Type 11 asphalt impregnated and coxed• Base Sheet (I meter)Nide glass mat base sheet. GAFGLAS"4180 Ultima"Base 39.37" • ASTM D4601 Type 11 asphalt impregnated and coated, Sheet (1 meter) Wide fiberglass base sheet. GAFGLAS"FlexPly"6 39.37" ASTM D2178 Type VI asphalt impregnated glass felt (1 meter)Wide with asphalt coating. GAFGLASPly 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter)Wide with asphalt coating. ' GAF(tAS`Mineral Surfaced 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet Cap Sheet (1 meter)Wide surfaced with mineral granules. GAFGLAS`EnergyCap'm 39.37" ASTM D3909 Asphalt coated,glass fiber mat cap sheet BUR Mineral Surface Cap (I meter)Wide surfaced with mineral granules with Sheet factory applied EnergyCote" GAFGLAS"Stratavent" 39.37" ASTM D4897 Fiberglass base sheet coated on both sides Eliminator"'Perforated (1 meter) Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS'Stratavent' 39.37" ASTM D4897 A nailablc,fiberglass base sheet coated on Eliminator"' Perforated (I meter)Wide both sides with asphalt. Surfaced on the Mailable Venting Base Sheet bottom side with mineral granules embedded in asphaltic coating. Ruberoid'SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Wel(f" Smooth (I meter) Wide polymer-modified 4sphalt and smooth surfaced. Ruberoido SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld"Granule (I meter) Wide polymer-modified asphalt and surfaced with mineral granules. RoolMatch" 107 sq.ft. ASTM Df 164 Non-woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid'SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire Heat-Weld"' 170 FR (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules. NOA No.: 14-1030.02 MiaetMADeQTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 2 of 30 I Test Product Product Dimensions Specification Description Ruberoido SBS 39.37" ASTM D6164 Non-woven polyester mat coated with Heat-Weld"' Plus (I meter) Wide polymer-modified asphalt and surfaced wide mineral granules. Ruberoid°SBS 39.37" ASTM D6164 Non-woven polyester mat coated with fire I Teat-Weld"Plus FR (1 meter)Wide retardant polymer-modified asphalt and surfaced with mineral gram►les. Ruberoid"'EnergyCap"SBS 39.37" ASTM D6164 Non-woven polyester mat coated wi$AT heat-Weld"'Plus FR (I meter)Wide retardant polymer-mcoifie4 asphalt'w".. •••••• surfaced with mineral gt'anuks a'ndwith. • •. factory applied Enemy:, ..•.•• Ruberoid'SBS 39.37" ASTM D6163 Non-woven polyester matc8ated with• Heat-Weld`" 25 (1 meter)Wide polymer-modified aspbal.t:tad smgptll•• ••': surfaced. ••••• Ruberoid`" Mop Granule 39.37" ASTM D6164 Non-woven polyeste dl4t.cbated with:•: •••••• (l meter)Wide polymer-modified aq phWigwd surfaced •••••• • with mineral granules. 0 • Ruberoid"Mop Smooth 39.37" ASTM D6164 Non-woven polyest:r rn b coatedVitlt•• •••" (1 meter)Wide polymer-modified asphalt and smuWh. •••••. Surfaced. •• . Ruberoid'' Mop Plus 39.37" ASTM D6164 Non-woven polyester mat coated with (1 meter)Wide polymer-tnodified asphalt and surfaced with mineral granules. Rbberoid'Mop 170FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (I meter)Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid"Mop FR 39.37" ASTM D6164 Non-woven polyester mat coated with fire (1 meter) Wide retardant polymer-modified asphalt and surfaced with mineral granules. ' Ruberoid`"Torch Smooth 39.37" ASTM D6222 Non-woven polyester mat coated with (I meter)Wide APP modified asphalt and smooth surfaced. { Ruberoid"Torch Granule 39.37" ASTM D6222 Non-woven polyester mat coated with (I meter)Wide APP modified asphalt and I surfaced with mineral granules Ruberoid""EnergyCap"Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule FR (1 meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote"' Ruberoid"EnergyCap"Torch 39.37" ASTM D6222 APP modified cap membrane with a torch Granule Plus FR (I meter)Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCote'". RoofMatch'" 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid'Torch FR 1 meter ASTM D6222 Non-woven polyester mat,coated with fire (39.37") Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-1030.02 MfQMi•DADE COUNTY Expiration Date: 11/06/18 �� ..... Approval Date: 11/05/15 ' Page 3 of 30 I Test Product Product Dimensions Specification Description RuberoidR20 1 meter ASTM D6163 SBS modified asphalt base sheet reinforce (39.37")Wide with a glass fiber mat. Ruberoid'30 1 meter ASTM D6163 Non-woven fiberglass mat coated with (39.37")Wide polymer modified 4sphalt and surfaced with mineral granules. Ruberoid"'30 FR 1 meter ASTM D6163 Non-woven fiberglass mat coated with fire (39.37")Wide retardant,polymer-modified asphalt a", surfaced with mineral;raivAQs. ••••• •• Ruberoid"' :nergyCap"30 FR_ I meter ASTM D6163 Non-woven fiberglass jn�a.cdhted xx:"OFq SBS Membrane (39.37"')Wide retardant,polymer-mo(D �a:sphalf and ••..:. surfaced with mineral g6ipples and with factory applied Energy. Ruberoid')Dual FR. 39.37"0 meter) ASTM D6162 Non-woven polyester mxi iberglas nal . Wide coated with file retardaritt pollymere.•• �..::• modified asphalt andtstitfactd with •. mineral granules. • • • . • • Topcoat` Flastomeric Roofing 1,5 or 55 gallons ASTM D6083 An acrylic,water based elItitomertc •••• Membrane membrane system designed'to prol".•• :0••• various types of roofing surfaces: •• • Topcoat"MB Plus 5 or 55 gallons Proprietary Water based,low VOC.primer used to block asphalt bleed-through. Topcoat`' 5 gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. FireOut"Fire Furrier Coating 5, 55 gallons Proprietary Low VOC,water-based fire barrier coating. VersaShield" 42"x 100' roils ASTM D226 Non-Asphaltic,fire resistant fiberglass- Fire-Resistant Roof Deck based underlayment. Protection I NOA No.: 14-1030.02 Mi,arvaaDECoutmr Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 4 of 30 � • APPROVED INSULATIONS: Table 2 Product Name Product Description :Manufacturer (With Current NOA) EnergyGuard`"Polyiso Insulation Polyisocyanurate foam insulation GAF i InergyGuard"RA Polyiso Insulation Polyisocyanurate foam insulation GAF EnergyGuard"RN Polyiso Insulation Polyisocyanurate foam insulation GAF •••• EnergyGuard'"Perlite Recover Board Perlite recover board •f�A� ...... EnergyGuard-Perlite Roof Insulation Perlite roof board ..A4F EnergyGuard'" RA Composite Polyiso Polyisocyanurate/wood.fiberboard •••{ate ""; Insulation or perlite composite ••••• Structodek'High Density Fiber Board High density wood fiber Blue gijjC f jl erBoard'IV: ••••• Securock"Gypsum-Fiber Roof Board Gypsum board United fitalas gypsum Cvrp. . ...... 0: :...% APPROVED FASTENERS: • .. . .. . ...... TABLE 3 .. . Fastener Product Product Manufacturer ' Number Name Description Dimensions (With Current NOA) 1. Drill-Tec"#12 Fastener Carbon steel fastener used Various GAF in steel or wood decks. 2. Drill-Tcc"'04 Fastener Carbon steel fastener used Various GAF in steel,wood or concrete decks. 3. Drill-Tec'" XHD Fastener Carbon steel extra heavy Various GAF duty fastener used in steel decks. 4. Drill-Tec" AccuTrac'Flat AL-SS aluminized steel 3"x 3" GAF Plate plate for use with Drill- Tee"#12 Fastener,Drill- Tec'"#14 Fastener and Drill-Tec"'#15 Fastener. f 5. Drill-Tec" ASAP 3S Drill-Tec"412 fastener Various GAF with Drill-Tec"3" , Standard Steel Plate. 6Drill-Tec"AccuTrac'" Galvalume Steel plate for 3"x 3" GAF Recessed Plate use with Drill-Tec'" fasteners. 7. Drill=Tec"'3"Steel Plate Round galvalume steel 3" GAF stress plate for use with Drill-Tec"fasteners. 8. Drill-Tec"'3"Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-Tec"fasteners. NOA No.: 14-1030.02 MIAMMADE COUNTY Expiration Date: 11/06/18 • • Approval Date: 11/05/15 Page 5 of 30 EVIDENCE SUBMITTED: Test Agency Test Identifier Description Date Factory Mutual Research Corp. 3001276 FMRC 4470 01/28/99 • 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30197 ODIAKAM FMRC 4470 04/01/98 lindenvriters Laboratories R1306 UL.790 07/22/11•••• 0000 Trinity Engineering 4483.0497-1 TAS 114 "•06l06/9-; •�� • 0000.. .00.00 0000. 0000.. IRT-ARGON Inc. 02-005 TAS 114 W01/02 •Sos • 02-014 TAS 114 00O.. 4/08/00'. 01-039 TAS 114 .....Q3/01/02*000 ••••• . Trinity ERD 630250.02.10-2 ASTM [36222 00 l;l l/'}0'• • 0000.. 630250.02.10-3-R2 ASTM D3909 V06/03/15 .' G31360,03,10 ASTM D6164 031/3140.4. •••• • 633470,01.11 ASTM D6164 :)1/13111 ;0000: (334140.04.11-2 ASTM D6163 04/25/41 0• • 634140.04.11-4-R2 ASTM D4601 6.4/2015 634140.04.11-5-R3 ASTM D4897 6/4/2015 640620.07.12-2 ASTM D6222 07/17/12 640630.01.14-1 ASTM D6163 01/06/14 640630.01.14-2A ASTM D5147 01107/'14 C,40630.01.14-2A-1-RI ASTM D6164 04/10/14 640630.01.14-2B-R1 ASTM D6164 011M15 '640630.01.14-2C AS'rM D6164 01/07/14 640630.03.14 . ASTM D5147 03/06/14 643190.03.14-1 ASTM D5147 03106/14 643190.03.14-2 ASTM.D5147 03/06/14 G43190.05.14-RI ASTM D5147 05/20/14 G43190.11.13-1 ASTM D6222 11/15/13 G43610.01.14 ASTM D5147 01/22/14 646160.02.15-2D ASTM D6163 02/03/15 646160,03.15 ASTM D6163 03/11/15 G46160.09.14-2A ASTM D5147 09/09/14 646160.09.14-3A ASTM D6164 09/09/14 G46160.09.14-313 ASTM D6164 09/09/14 646160.09.14-3C ASTM D5147 09/09/14 646160.12.14-3E ASTM D6164 12/29/14 (36850.08.08 ASTM D6163 08/01/08 66850.08.08-R I ASTM D6164 04,114/1.1 G6850,10.08 ASTM D6222 10/06/08 (16850.11.08 ASTM D6222 02/17/09 SC6870.08.14-R} ASTM D3909 09/04/14 , NOA No.: 14-1030.02 MIAMMADE COUNTYM Expiration Date: 11/06/18 � Approval Date: 11/05/15 Page 6 of 30 EVIDENCE SUBMITTED: (CONTINUED) Test Atency Test Identifier Description Date PRI Construction Technologies LLC. GAF-084-02-01 ASTM D6083 07/08/05 GAF-122-02-0'1 TAS 139 05/07/06 GAF-245-02-01 ASTM D6083 06/10/110 GAF-276-02-OlRev ASTM E2178 01%04/11 ASTM D6083 GAF-306-02-01 ASTM E96 . Q7/07/l. ' GAF-314-02-01 ASTM D2178 `..'OE/23/11>•.... "";• GAF-315-02-01 ASTM D2178 ••••1113/23/lt••••• '. GAF-369-02-01 ASTM C 1289 —:-1-0/22/12 GAF-464-02-01 ASTM C1289 ."••8Q,2/00/l4....• �••••� GAF-499-02-01 ASTM D6083 '#''03";12/14 ... .... GAF-500-02-01 ASTM D6083 ":"Q3/1?/L4" ..:..' .. .. I •• . Momentum Technologies, Inc. AX04C9A ASTM D6162 ;"•;•86/05/09 . •• • *00 .. . .. . ...... :. 4,00 0 • NOA No.: 14-1030.02 CMIAMIMADECOM?Y Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 7 of 30 i Membrane Type: SBS/SBS Cold Applied , Deck Type 1: Wood,Non-insulated Deck Description: 19/32"or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and Svstem Limitations shall apply. t Fire Barrier: FireOut"' Fire Barrier Coating,VersaShield```'Fire-Resistant Roof Deck Protection 0000 (optional) or Securock"Gypsum-Fiber Roof Board. •. • • •••. 0000•• Base sheet: GAFGLAS"#80 Ultima "'Base Sheet.GAFGLAS"'StrataventI j_�0��inator ;000;• Nailable Venting Base Sheet,Rubcroid�''20,Ruberoid" SBS He4t.-StI `"Smdoth 0•••:• or Ruberoi&'SBS Meat-Weld'"25 base sheet mechanically fasteIV449 deck as••�� ;.000; • • described below: •0••• •0000 Fastening GAFGLAS"Ply 4,GAFGLAS"'FlexPly'"6,GAFGLAS`#75 B; e;IIIIIvet or airy :0; 00:00' Options: of above base sheets attached to deck with approved annular rinj4i;l"nails anif 0.0000 • tin caps at a fastener spacing of 9 o.c.at the lap staggered and it twl)rDws 1 •0 o.c. in the field. •••40 000000 • • • • (Maximum Design Pressure—45 psf See General Limitation#70• 0 0, 0 •0.0•: GAFGLAS°"Ply 4,GAFGLAS'FlexPly"6,GAFGLAS'#75 Base Sheet or A; • of above base sheets attached to deck with Drill-Tec"'#12 Fastener,Drill-Tec" 414 Fastener or Drill-Tec'" XI1D Fastener and Drill-Tec"3"Steel Plate,Drill- Tec" AccuTrac"Flat Plate or Drill-Tec"AccuTrac"'Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 12"o.c. in the field of the sheet. (Maximum Design Pressure—45 psf.See General Limitation#7) GAFGLAS"'FlexPly"6,GAFGLAS'#75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c.at the 4" lap staggered and in two rows 9" o.c. in the field. { (Maximum Design Pressure—52.5 psf.See General Limitation#7) GAFGLAS'"#80'U Itinia'"Base Sheet,Ruberoid'20, Ruberoid'"Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9"o.c. at the 4"lap staggered and in two rows 9" o.c. infthe field. (Maximum Design Pressure—60 psf.See General Limitation #7) GAFGLAS975 Base Sheet or any of above base sheets attached to deck with Drill-Tec" 12 Fastener,Drill-Tec"#14 Fastener or Drill-Tec"XHD Fastener and Drill-Tec"'3"Steel Plate,Drill-Tec'"AccuTrac"'Fiat Plate or Drill-Tec'" AecuTrac' Recessed Plate installed 12"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the k sheet. (Maximum Design Pressure—60 psf. See General Limitation#a`7) ' Any of above base sheets attached to deck approved annular ring shank nails and 3"inverted Drill-Tec"insulation plates at.a fastener spacing of 9"o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure—60 psf.See General Limitation#7) NOA No.: 14-1030.02 MIAMMDADEC- Expiration Date: 11/06/IS Approval Date: 11/05/15 Page 26 of 30 f Fastening GAFGLAS' #75 Base Sheet or any of above base sheets attached to deck with Options: Drill-Tec""#12 Fastener,Drill-Tec" #14 Fastener or Drill-TecT"XI1D Fastener (Continued) and Drill-Tec""3"Steel Plate,Drill-Tec"'AccuTrac*'Flat Plate or Drill-Tec`I AccuTraco Recessed Plate installed 8"o.c. in 4 rows. One row is in the 2"side lap. The other rows are equally spaced approximately 9"o.c. in the field of the sheet. (Maeimunt Design Pressure—75 psf. See General Limitation#7) 0000 Ply Sheet: (Optional)One or more plies GAFGLASKPly 4,GAFGLAS"'FIM. PlX':61 0900• ••�• GAFGLAS'"`#80 Ultima Base Sheet,Ruberoid"'Mop Smooth or Rtibercnd'20:, • sheet adhered in a full mopping of approved asphalt applied withM FVT rn= "' •• 0000.. and at a rate of 20-40 lbs./sq. 0000.. ...-r b. Membrane: One or more plies of Ruberoid" Mop Smooth,Ruberoid'Mop I!* ,12uber8W, •• 0000. Mop Granule,RoofMatch" SBS Modified Granular,Ruberoid"'"(rJokts ... Granule,Ruberoid'20,Ruberoid"30,Ruberoid'EnergyCap"30t,R•3BS •• .. • Membrane,Ruberoid"'30 FR or Ruberoid"'Mop FR in adhered lit a V:mopping • of approved asphalt applied within the EVT range and at a rate of 20-41 lbs.l ••; •000:0 . . Or •• .. 0000.. One or more plies of Ruberoid'Mop Smooth,Ruberoid Mop Granule, • RoofMatch"SBS Modified Granular,Ruberoid'Mop 170 FR,Ruberoid"'Mop Plus Granule,Ruberoid*20, Ruberoid'a,30,Ruberoid'EnergyCap"30 FR SBS Membrane,Ruberoid 30 FR or Ruberoid"Mop FR adhered in MatrixT'`' 102 SBS Membrane Adhesive at an application rate of 1-2 gal./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 Ibs./sq,respectively in a flood coat of Approved asphalt at 60 tbs./sq. 2. GAFGLAS'Mineral Surfaced Cap Sheet,Tri-Ply"' Mineral Surfaced Cap Sheet or GAFGLAS`I EnergyCap"'BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat'Membrane, Topcoat'MB Plus(to be used as a primer with Topcoat's Membrane)or Topcoat'Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening;Options NOA No.:14-1030.02 MIAM4UTADE COUNTY Expiration Date: 11/06/18 Approval Date: 11/05/15 Page 27 of 30 i WOOD DECK SYSTEM LIMITATIONS: I A slip sheet is required with GAFGLASI Ply 4 and GAFGLASry`FlexPlyT"6 when used as a mechanically fastened base or michor sheet. 2. Minimum %," DensDeck'Roof Board or'/z"'Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL.LIMITATIONS: I. Fire classification is not part of this acceptance;refer to a current Approved Roofing Materials .••••• • ...... Directory for fire ratings of this product. .• I 2. Insulation may be installed in multiple layers. The first layer shall be attached in cgajiapce wi%..:. •• Product Control Approval guidelines. All other layers shall be adhered in a full mapp Dgpf '••••• approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.,or meckaiaic •ally attached using the fastening pattern of the top layer .... ....' 3. All standard panel sizes are acceptable for mechanical attachment. When applied tti;ppwved •. V: •• asphalt,panel size shall be 4'x 4'maximum. 00 0• •• • ...... 4. An overlay and/or recovery board insulation panel is required on all applications JVA:14sed cell • .• foam insulations when the base sheet is fully mopped. If no recovery board is useA the base sh*j..:. ....:. shall be applied using spot mopping with approved asphalt, 1.2"diameter circles,04"o.oc or stlip 61 mopped 8"ribbons in three rows,one at each side lap and one down the center of the sheet alicavtl'1 r. • a continuous area of ventilation. Encircling of the strips is not acceptable. A 6"break shall be •• placed every 12'in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of-45 psL 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. 1f the fastener value, as field-tested,are below 275 lbf.insulation attachment shall not be acceptable. 1 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system, Should the fastener resistance be less than that required,as determined by the Building Official.a revised fastener spacing,prepared,signed and sealed by a Florida Registered Engineer,Architect,or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Rooting 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 tennination designs shall conform to Roofing Application Standard RAS I 1 l and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof f+ressurc zones(i.e. field,perimeters,and corners). Neither rational analysis,nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones(i.e. perimeters,extended corners and corners). (When this limitation is specifically referred within this NOA,General Limitation#7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61620-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-1030.02 C�MIAMbDADECCIUNTY Expiration Date: 11/06/18 i Approval Date: 11/05/15 Page 30 of 30 ' 4 8/2812016 TGFU.R14153-Roofing Systems Unless otherwise indicated "Ruberoid@ EnergyCap— SBS 30 FR" is an acceptable alternate for"Ruberoid@ 30 FR" or"Ruberoid® 30 FR HT" or "Ruberoid(} Mop 170 FR" or"Ruberoid@ Dual FR" in any applicable Classification. Class A-Ballasted 1. Deck: C-15/32 Incline: 1/4 (NC-2) Insulation:— Perlite, glass fiber or wood fiber, 3/4 to 1'/2-in. or minimum it/z-in. thick "ThermaCai('�" or"Therma6lo 1" and "ThermaCal*2". Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen). Surfacing:—Gravel at 400-lbs/100-ft2, loose laid or concrete blocks, at 10-lbs/ft2 and spaced not more than 1/8-in. 2. Deck: NC Incline: 3 I Insulation(Optional):— Perlite, glass fiber or wood fiber, 3/4 to 11/2-in. or minimum 11/2-in. thick "`fhermaCal'-"�" or"ThermaCale 1" and "ThermaCal(`O 2". • • • •Y Base Sheet(Optional):—Type 15 asphalt organic felt or Type G2. • • • •••• •••••• Membrane:— "Ruberoid@ Torch Granule 1" (modi>'ied bitumen). •::••: • • •• 0000•• Surfacing:— Gravel. • • �••��• • • 3. Deck: C-15J32 Incline: 114 �••••• 0000 �'"•'� 0000 • • Insulation(Optional):— Perlite, glass fiber or wood fiber, any thickness or minimum Ph-in. thick "ThermaCal " or•7ttetmaCalC'� V'0+. and "ThermaCal`" 0000•• 32". + • 00 ;•: 00.•00• Membrane:— "Ruberoid(?Torch Granule 1" (modified bitumen). '0 •• •• • 0 0 0 0 Slip Sheet:— 0.004-in. thick polyethylene (not UL Classified), 10000• + Surfacing.— 3/4-in. thick concrete with one layer of No. 10 Summerville Quarry tile (or equivalent) grouted?n place. 0 '� 0000•• 0000•• 4. Deck: NC Incline: 2 "� • +•• + 0 + �0 Insulation(Optional):— Perlite, glass fiber or wood fiber, any thickness or minimum lYrin. thick "ThermaCal0)" o,8!1hermaCai@ 1" and "ThermaCal(')2". Membrane:— "Ruberoid@ Torch Granule 1" (modified bitumen). Surfacing:— 3/4 to 11/2-in. diameter river bottom stone at 1000 Ib/100-ft2 or concrete pavers weighing not less than 10-Ib/1-ft2 and spaced not more than 1/8 in. Class A-Pully Adhered 1. Deck: NC Incline: 1/2 Insulation(Optional).— One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or pert ite/polyisocyanurate composite or pert ite/urethane composite or wood f i ber/polyi socyanu rate composite or phenolic, any thickness. Base Sheet(Optional):— One or more plies Type G1 or Type G2 or Type G3. Membrane:— One or more plies "Ruberoid@ Torch@" (Smooth or Granule) or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberoid@ Mop Pius Granule" (granule). Surfacing:— Gravel, 400-lbs/100-ft2, loose laid or applied in a flood coat of hot roofing asphalt. 2. Deck: NC Incline: 1/2 Base Sheet(Optional):— One or more plies Type G1 or Type G2 or Type G3 Membrane:— One or more plies "Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Pius" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberoid@ Mop Plus Granule" Coating:— "Karnak No. 97" applied at 11/2 to 3-gal./100-ft2. 3. Deck: NC Incline: 1/4 Insulation(Optional):—One or more layers periite, wood fiber, glass fiber, any thickness. Base Sheet(Optional):— One or more plies Type G1 or Type G2 or Type G3. Membrane:— One or more plies"Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Mop Granule" or"Ruberoid@ Mop Plus Granule". Coating:— "Karnak No. 97" applied at 11/2 to 3-gal/100-ft2. 4, Deck: C-15/32 Incline: 1/2 Insulation:—One or more layers periite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, phenolic, 1'/2-in. minimum thickness(butt joints staggered a minimum of 6-in. form plywood deck butt joints). Base Sheet.— One or more plies Type G2 or Type G3. Ply Sheet(Optional):— One or more plies Type G1. Membrane:— One or more plies"Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid®Torch Granule Plus" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberoid@ Mop Plus Granule". Surfacing:— "Karnak No. 97" applied at 11/2 to 3-gal/100-ft2. 5. Deck: NC Incline: 1/2 Base Sheet(Optional):— One or more plies Type G1 or'type G2 or Type G3. Membrane:— One or more plies "Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Pius". 1 Surfacing(Optional):- Karnak "No. 97" or"169'+applied at 1 to 3 gal/100-ft2 or Grundy Ind. "20 F Emulsion" applied at 3-gal/100- ft2. http:/Idatabase.ul.com/cgi'-birVXYV/template/LISEXT/i FRAM Elshawpage.htm l?name=TGF U.R 14153&ccnshorttitie=Roofing+Systems&objid=1083885807&cf... 8149 8/28/2016 TGFU.R14153-Roofing Systems ' 6. Deck: C-15/32 Incline: 1/2 Insulation:— One or more layers periite, glass fiber, 3/4-in. minimum, polyisocyanurate, urethane, pert ite/poly isocyanurate composite, pert ite/urethane composite, 1'/2-in. minimum. Base Sheet(Optional):— One or more plies Type G1 or Type G2 or Type G3"" Membrane:— One or more plies"Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Plus" or"Ruberoid@ Mop" (Smooth or Granule) or"Ruberoid(_R) Mop Pius Granule". Surfacing:— Gravel. 7. Deck: C-15/32 Incline: 1/2 Insulation(Optional):— One or more layers periite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, pert ite/urethane composite, wood fiber/polyisocyanurate composite. Base Sheet:—Two or more plies Type G2 or Type G3. Ply Sheet(Optional):— One or more plies Type G1. Membrane:— One or more plies"Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granule Plus" or"116berddGi Mop" (Smooth or Granule) or"Ruberoid@ Mop Pius Granule". �0 `••••� �� Surfacing:— "Karnak No. 97" applied at 11/z to 3-gal/100-ft2 or gravel. •• • • s 9999•• � 9999•• • • 9999•• 8. Deck: NC Incline: 1j2 ***:a* Insulation:--One or more layers periite, glass fiber, 3/4-in. minimum polyisocyanurate, urethane, pe6A9� p%VisocyaJ11&A**compos:9,��'; periite/urethane composite, 11/2-in. minimum. 9000 9999 ..... Base Sheet(Optional):— One or more plies Type G1 or Type G2 or Type G3. •00000 00 • Membrane:— One or more plies"'Ruberoid@ Torch" (Smooth or Granule) or"Ruberoid@ Torch Granyl*1PJV*or"KitberZi Mop" 9000 (Smooth or Granule) or"Ruberoid@ Mop Plus Granule". 0 " .0000 0• Surfacing:— Grundy"AL MB Aluminum Roof Coating" applied at 1 to 2-gal/100-ft2. • • • 9 • 9. Deck: C-15/32 Incline: 1/2 ; ��"` 9999•• • •• • •• • 9999•• Insulationp layers O tional :— One or more la erlite, glass fiber, 3/4-in. minimum ` ` ( p ) y , polyisocyanurate, urethane, perfl�(�I�isocyanurate composite, pert ite/urethane composite, phenolic, 11/2-in. minimum. Base Sheet:— One or more plies Type G2 "GAFGLAS@ #75 Base Sheet", or"Tri-Ply@ #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet:—One or more plies Type G1 "GAFGLAS@ Ply 4" or"Tri-Ply@ Ply 4" or"GAFGLAS@ Ply 6" hot mopped in place. Membrane:— "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid'Ja EnergyCap— Mop FR". Surfacing(Optional):— "GAF Fibered Aluminum Coating" applied at 11/:-gal/100-ft2 or"GAF Weather Coat Emulsion" applied at 3- gal/100-ft2. r 10. Deck: C-15/32 Incline: 1/2 Insulation(Optional):— Perlite, fiber glass, polyisocyanurate, urethane or perlite/polyisocyanurate composite. Base Sheet:— One or more layers Type G2"GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet(Optional):— One or more plies Type G1, hot mopped in place. Membrane:— "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCap— Mop FR. 11. Deck: C-15/32 Incline: 1/2 Insulation(Optional):— Perlite, fiber glass, polyisocyanurate, urethane or perlite/polyisocyanurate composite, butt offset a minimum of 6-in, from plywood deck joints. Base Sheet:— One or more plies Type G2 "GAFGLAS@ #75 Base Sheet" or"Tri-Ply@ #75 Base Sheet" or Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or"Tri-Ply@ Mineral Surfaced Cap Sheet" hot mopped or mechanically fastened. Ply Sheet(Optional):— One or more plies Type G1, hot mopped in place. Membrane:— One ply "Ruberoid@ Torch Smooth" or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or"Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Dual Smooth". Membrane:— One ply "Ruberoid@ Mop 170 FR" or"Ruberoid0J Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCap`" Mop FR", 12. Deck: NC Incline: 1 Insulation(Optional):— Perlite, fiber glass, wood fiber, polyisocyanurate, urethane or perl ite/polyi socya nu rate composite. Base Sheet:— One or more layers Type G2"GAFGLAS@ #75 Base Sheet' or"Tri-Ply@ #75 Base Sheet" or Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet' or"Tri-Ply@ Mineral Surfaced Cap Sheet", hot mopped or mechanically fastened. Ply Sheet (Optional):— One or more plies Type G1 hot mopped in place. Membrane:— One ply "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"RuberoidQ9 EnergyCap— Mop FR". 13. Deck: NC Incline: 1/2 Insulation(Optional):— Perlite, fiber glass, wood fiber, polyisocyanurate, urethane or perlite/polyisocyanurate composite. Base Sheet(Optional):— One or more plies Type G2 or Type G3 base sheet, hot mopped or mechanically fastened. Ply Sheet(Optional):— One or more plies Type G1 hot mopped in place. Membrane:— One ply "Ruberoid@ Torch Smooth" (smooth) or"Ruberoid@ Mop Smooth" or"Ruberoid@ Mop Smooth 1.5" or "Ruberoid@ Mop Smooth Plus" or"Ruberoid@ Dual Smooth". Membrane:— One ply "Ruberoid@ Mop 170 FR" or"Ruberoid@ Dual FR" or"Ruberoid@ Mop FR" or"Ruberoid@ EnergyCap— Mop FR". 14. Deck: NC Incline: 1/2 http://database.L i.com/cgi-bin/XYVItemplate/LISEXT/1 F RAM E/showpage.htmi?name=TGFU.R14153&ccnshorttiOe=Roofing+Systems&objid=1083885807&cf... 9/49