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RF-15-8
V Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-229249 Scheduled Inspection Date: March 03, 2015 Inspector: Rodriguez, Jorge Owner: MACPHAIL, GAVIN AND MARCIA Job Address: 162 NE 109 Street Miami Shores, FL 33161-7042 Project: <NONE> Permit Number: RF -1-15-8 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1121360090110 Contractor: PRUDENTIS ROOFING Phone: (305)297-4674 Building Department Comments RE -ROOF TILE TO TILE AND FLAT TO FLAT Intractio Passes comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-225957. Roof OK Missing uplift test Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. March 02, 2015 For Inspections please call: (305)762-4949 Page 24 of 29 RE: Permit ##7 J /5 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: a2-- o'-16 I 1X eUMCseo „ 1A licensed as a (n) Contractor/ Engineer/ Architect, (Print name and circle License Type) License#: ecc �3�9Sa1 FS 468 Building Inspector On or about o2 - /,-/ ' , I did personally inspect the roof deck nailing (Date &time) work at !ate v.-- lo q s; (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) �UC1SCa AP.�A ASignture 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 ,6 Day of Aa ,1• '1" COR, r,,,�� Notary Public, Sate of Florida at Large 41�0eM 2 . Feb• � _,= i�' 80 ot�� i 00'• gl14e r C BONON�•• 'General, Building, Residential, or Roofing contractors or any individual certified" e','��$,rn8`io 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 ACB2 Engineering Inc. Testing & Engineering Services Certification of Authorization # 8131 Tel: 954-245.8976; Fax: 954.301.7776 5230 NE 18 Avenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: Prudentis Roofing Test Date: 02/26/2015 Permit # RF -1-15-8 Gavin Residence Property Address: 162 NE 109 Street, Miami Shores, FI Roof Pitch: Type of Tile: Roof Area: 3 in 12 Boral Roof Tile 21.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument: IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: 10.00 sq 10 As per FBC 2010 Passed Field Area: 11.00 sq 11 As per FBC 2010 Passed No. of Corner: 6 6 As per FBC 2010 Passed Ridge Areas: 100 PCs 8 As per FBC 2010 Passed Important. These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. AC82 Eogiheering Inc. (NQA 09-1005.01) Anton iolAcevedo, PE Fla. Reg. No: 36466 c,1Izi�is BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 ❑BUILDING ❑ ELECTRIC [K ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ,IAN 14 1014 FBC 20 i(n Master Permit No�� `! ' Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ' CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: _ ( t,3 ( C C( S1 City: Miami Shores County: Miami Dade Zip: 1 (a 1 Folio/Parcel#:-3-1 0 GCA G ) Is the Building Historically Designated: Yes NO Occupancy Type- Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): IS Y A t Phone#: g1 ' '� 3 " a 14 Address:" V.� E i o C 5 -V City: Ni I �.' ).-I % S i cs lke_ �. State: P 1 Zip: ?) _3 i ('. 1 Tenant/Lessee Name: Email: hone#: CONTRACTOR: Companv Name Iu C:. �C i � C� � r1 ik c iPn i S :CiuPhone#: J 5 r� q - 'i la 11 Address: j t �' aim: L�. :i �i "�1 ';O R City: M I N J`e't i State: Zip: 3 .3 i -CI 5 Qualifier Name: & ®' :: L: � C" `_i _ G is -Z. Phone#: jO `� %-A 'I -'A L Fl � State Certification or Registration M t C C i 5 •. CA 11;S `J 1 Certificate of Competency #: DESIGNER: Architect/Engineer: Address: `` City: State: Zip: Value Value of Work for this Permit: $ 1 (v . ®® Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration \ ❑ New ® Repair/Replace ❑ Demolition Description of Work:: jL — C, '; 1 i \ C -.i F Specify color of color thru tile: 2 r Submittal Fee $ Permit Fee $ 7`)n - ) CCF $ CO/CC $ Scanning Fee $ Technology Fee Structural Reviews $ Radon Fee $ Training/Education Fee $ DBPR $ Notary $ 0 Double Fee $ Bond $ _ TOTAL FEE NOW DUE $ 0 . 2' (Revised02/24/2014)9 �,�\ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 on 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 charge Signat OWN, or AGENT The foregoing instM-m--e-nt was acknowledged before me this day of 20 A5 by e-71; ✓i R -I'KeAhar� who is personally known to me or who has produced Signature i h CONTRACTOR The foregoing instrument was acknowledged before me this %dayof F:%;Po7r�e 20 /-1,- ,by � te �Q-- 14 ----'---,who isp rsonall known to as me or who has produced identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: as Z ! Sign fly C z, fc7 �'G7" Sign: ltM C.��r7d b4 Print:. n�;rr C.�.rui�hct Print: Seal: MWco D n * * W COMMISSION # EE 867709 Seal: ?ot►x . P��� AAW CORDOBA EXPIRES: January23, 2017 * MY COMMISSION # EE 867708 EXPIR}E�S:pJdanuary 23, 2017 a �'2j) 6 APPROVED BY l; Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. i/ COPY OF QUALIFIER'S STATE LICENCES B. L COPY OF LOCAL BUSINESS TAX RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Q Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 et Certificate must specify the description of operations or contractor license number. BUSINESS NAME: BUSINESS ADDRESS: �` �'��'' r= CITY STATE ZIP ` BUSINESS PHONE: (" �'. ) - '' `, FAX NUMBER CELL PHONE-' =�) QUALIFIER'S NAME: QUALIFIER'S LIC NUMBER: DEPARTMENT OF BUSINESS PROFESSIONAL # CONSTRUCTION INDUSTRY LICENSING BOARD )487-1395 ♦, iw'TH rOE STREET i TALLAHASSEE x x 99-0783 GARZA, FRANCISCO PRUDENTIS ROOFING • MERCADO AVE CORAL GABLES FL 33146-1034 Congratulatioris! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants; and they keep Florida's economy strong. Every day we work to improve the way we do business in order to sense you better. For information about our services please log onto www.myflor daticense.com, There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is; License Efficiently, Regulate Fairly. We constant! strive to serve you better so that you can serve your customers. Thank you for doing business in Florida; and congratulations on your new license! DETACH HERE RICK SCOTT, GOVERNOR ' STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFE t;nmgTlRt1f-_Tl?w ItiniM*MY i ul-i-A KEN LAWSON, SECRETARY ISSUED: 0&15/2014 DISPLAY AS REQUIRED BY LAW sEQ # L1406150001182 ACOROr CERTIFICATE OF LIABILITY INSURANCEFl/13/2015 DATE(MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the 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 Frank H. Furman, Inc. 1314 East Atlantic Blvd. P. 0. BOX 1927 Pompano Beach FL 33061 CONTACT Denise Page NAME: g PHONE . (954) 943-5050 AC No): (954)942-6310 E-MAIL ADDRESS:denise@furmaninsurance.com INSURERS AFFORDING COVERAGE NAIC # INSURERA:Starr Surplus Lines Ins Cc 13604 INSURED Precad Inc, DBA: Prudentis Roofing 1536 Mercado Avenue Coral Gables FL 33146 INSURERB:Ohlo Security Insurance CO 24082 INSURER cCommerce & Industry Insurance 19410 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER -14-15 renewal all 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 LTR TYPE OF INSURANCE ADDL UBR POLICY NUMBER POLICY EFF MMIDD POLICY EXP MM/DD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR SLPGGL02205001 2/15/2014 12/15/2015 DAMAGE TURENT D 100 000 PREMISES Ea occurrence $ � MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 POLICYFX] JECT F]PRO LOC $ AUTOMOBILE LIABILITY EO COMBINED SINGLE LIMIT 1,000,000 BODILY INJURY (Perperson) $ B X ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BAS55810065 12/15/2014 2/15/2015 BODILY INJURY (Per accident) $ X HIRED AUTOS X NON -OWNED AUTOS PROPERTY DAMAGE $ Per accident PIP -Basic $ 10,000 UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 `. X I EXCESS LIAB CLAIMS -MADE DED I I RETENTION$ $ BE064195758 12/15/2014 2/15/2015 WORKERS COMPENSATIONWC STATU- OTH- AND EMPLOYERS' LIABILITY N ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICER/MEMBER EXCLUDED? ❑ N /A T E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS /VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) RE: Roofing Contractor CERTIFICATE HOLDER CANCFI I ATION ACORD 25 (2010/05) INS025 rgmnnei m ©1988-2010 ACORD CORPORATION. All rights reserved. Tho Arr1Rr1 namo anri Innn aro ranicforort marlrc of Ar_r%Pn SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Building Dept ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2 Ave AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Dirk DeJong/DP ' ACORD 25 (2010/05) INS025 rgmnnei m ©1988-2010 ACORD CORPORATION. All rights reserved. Tho Arr1Rr1 namo anri Innn aro ranicforort marlrc of Ar_r%Pn CERTIFICATE OF LIABILITY INSURANCE Date 1/15/2015 Producer: Plymouth Insurance Agency This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend, extend Holiday, FL 34691 or alter the coverage afforded by the policies below. Insurers Affording Coverage NAIC # (727) 938-5562 Insured: South East Personnel Leasing, Inc. & Subsidiaries Insurer A: Lion Insurance Company 11075 Insurer B: 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages 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. Aggregate limits shown may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance Policy Number Policy Effective Date Policy Expiration Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence Commercial General Liability Claims Made 13 Occur Damage to rented premises (EA occurrence) Med Exp Personal Adv Injury General aggregate limit applies per: Policy ❑Project 13LOC General Aggregate Products - Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit Any Auto (EA Accident) $ Bodily Injury All Owned Autos Scheduled Autos (Per Person) Bodily Injury Hired Autos Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each occurrence Occur ❑ Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2015 01/01/2016 X I WC Statu- OTH- Employers' Liability tory Limits ER E.L. Each Accident $1,000,000 Any proprietor/partner/executive officer/member excluded? NO E.L. Disease - Ea Employee $1,000,000 If Yes, describe under special provisions below. E.L. Disease -Policy Limits $1,000,000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/Locations/Vehicies/Exclusions added by Endorsement/Special Provisions: Client ID: 81-67-084 Coverage only applies to active employee(s) of South East Personnel Leasing, Inc. & Subsidiaries that are leased to the following "Client Company": Precad, Inc. dba Prudentis Roofing Coverage only applies to injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s), while working in: FL. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937-2138 or by calling (727) 938-5562. Project Name: ROOFING CONTRACTOR FAX: 305-666-8490. ISSUE 01-13-15 (EP) REISSUE 01-15-15 (MT) Bealn Date 4/19/2012 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE BUILDING DEPT. Should any of the above described policies be cancelled before the expiration date thereof, the issuing CONTRACTOR REGISTRATION insurer will endeavor to mail 30 days written notice to the certificate holder named to the left, but failure to do so shall impose no obligation or liability of any kind upon the insurer, its agents or representatives. 10050 SE 2ND AVE. MIAMI SHORES, FL 33138 �4) Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and Identify Manufacturer Attachment (if a component is not used, identify as "NA") System Manufacturer: GAF /A-0611.01 NOA No.: Design Wind Pressures, From RAS 128 or Calculations: Pmaxi : -49.1 Pmax2: -82..(* Pmax3: -IA4. 3 Max. Design Pressure, From the Specific NOA System: Deck: -52.5 Type: _ GM -0 + Gauge/Thickness: 5�� �1yliJbOt� Slope: '/4� Anchor/Base Sheet & No. of Ply(s): /.-7,5' Anchor/Base Sheet Fastener/Bonding Material: Insulation Base Layer: //2y /S� 1'VSvl.9T/d'v Base Insulation Size and Thickness: Field: 9 " oc @ Lap, # Rows A @ _3_" oc Perimeter: 6 " oc @ Lap, # Rows 4@ 6 " oc Corner: 6 " oc @ Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation... Board '0000' 0000.. Field: Perimeter ......Cornet 0000.. 0000 0000 Illustrate Components I� u and • • • • • • Details as Applicable: 00:00: 0 :0 Woodblocking, Gutter, 1'8gg' Termili%atio'h, Stripping, Flashing, Contidd&V: Cleat, Cant Strip, Base Flashing, CountCr- P%6g W, Coping, Etc. • Indicate: Mean Roof Heigh?,• Perapet.14efg1t, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Fastener/Bonding Material: uberoo � 1=17 fEi�7 ASPihs�lT ' GrQnoig4ed I �ly 20 sY2«>'L Top Insulation Layer: 574*r-&PcwT `�vs�rr� hor rroA d 5 f Ar4il�u`7Er�o �f Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: 1.09W Oje y Base Sheet(s) & No. of Ply(s): 29 A& � O Dom'' Base Sheet Fastener/Bonding Material: �u. - g' $ PlywMO /�'2IDT �'yjrrrrXy Ply Sheets) & No. of Ply(s): S t35 .;LD -CMook Ply Sheet Fastener/Bonding Material: Nor r35rD 17- 7-yjpe L Top Ply: Gr9F 585 ,6t1WD% F -e-170 Top Ply Fastener/Bonding Material: Nflr 05.01401,- rYPE :a -- Surfacing: Surfacing: SP.An>uts97-r_-p A1/3 Parapet 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. tar4.5-rew 3'2.,�, /,2' gip. G J.5t Mean Roof Height Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: t; (J Product Approval Number: a - o -3 C) S . ; Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1:' 39. L P2•-69. P3:TI00. 1 0000 Maximum Design Pressure Product Approval Specific System: 0000.. Method of Tile Attachment: Tw 0 -1 (AITL, Lok ti� 0000 0000 0000 Roof Slope: _3 :12 Steep Sloped System Description Deck Type: 5 y L-00 CX Underlayment: L# --i S -VM lation: NIA reBarrier: \ 000090 0 ..• . . • • • •. •. •. • •..•.•• . . 00..00 • .. 0000 Fastener Type & Spacing: _ f► i ►N 11141 9''0. c Fie m Ridge Ventilation? $ CA R S N at�s (o"o . G 3 N Adhesive Type: T r<< 01 C o Yt p o me a Fo A t -n Roo(= �' � e A e 7 v c t1 0 Mean Roof Height: `5 Type Cap Sheet: GeR-XN%N eeI VA Sal tvt - Roof Covering: Rok \41 A q0 O Tc, ot,3ckt�fte 7I)e Type & Size Drips Edge: k FYI C'. ak 0000.. 0000.. .0000. • 00.00 • 0000• 0000•• •' • •000•. •0000• Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwiththe values from Mf. If the Mr values are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127 (P,: --39. 1 x X. al9q = t i • U 1- M9: �(,. CS = Mr,3_ a (p Product Approval Mf 6, (P2: -U-- x X. a8 9 =10i, b 8) - Mg: r1. `10 =M, 11.4 Product Approval &%;I(. .1 (P3 t00I x A.a Vt =a.93) - Mg: , n = Mr3 A"3 Product Approval Mf '�.1 ... 6 . 6666 Method 2 "Simplified Tile Calculation Per Table Below" • • • 6666.. Required Moment of Resistance (M,) From Table Below Product Apf ewfirMf • Mf Re uired Moment Resistance* 0 60000 0 000 Mean Roof Height --ta Roof Slope 15' 20' 25' • • 000 • • 30' • • • • 6 40 • • 2:12 34.4 36.5 38.2 39.7 : : 6: 42.2 0 3:12 32.2 34.4 36.0 37.4. . 39.8; • • • 4:12 30.4 32.2 33.8 35.1 04 • 37.3 • • 5:12 28.4 30.1 31.6 32.8 34.9 ' 0 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 2$.2 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the F, values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1; = x w:= - W: x cos 0: - = IF,, Product Approval F (P2: x 1: = x w:= �) - W: x cos 0. - = Frz Product Approval F (P3: x 1: = x w:= _� - W: x cos 0: - = Fra Product Approval F 6666.. 6666.. 6666.. 6666. 66.66 6666.. 6 6666.. 6666.. • Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity M9 Product Approval Attachment Resistance 9 Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I = length w = width product Approval All calculations must be submitted to the Building Official at the time of permit application. 6666.. 6666.. 6666.. 6666. 66.66 6666.. 6 6666.. 6666.. • SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of 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 and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of oviding that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 01/11 _ 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may havWbe renailed in accordance with the current provisions of Section R4403. (The roof deck is usaalkj oonceakuo lior to removing the existing roof system.) :000:. 3. Common Roofs: Common roofs are those which have no visible dgllggation be,1N��n neighboring units (i.e. townhouses, condominiums, etc.) In buildings with commo%g%ifs, the•roplirg contractor and/or owner should notify the occupants of adjacent units of roofing workitp•I;IP,perforrnpcL • i • . • • 00000 4. Exposed Ceilings: Exposed, open beam ceilings are where the undersidaattha roof decking n be viewed from below. The owner may wish to maintain the architectural appearance, tfiereforeproofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maiAiaining this appearance. . , ; Y ' off Y 6.9 • 5. Ponding Water: The current roof system and/or deck of the building may not drain well and ay cause water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. Ah 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not o erloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. /`1 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the i erior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. 12- l Wi)`q Owner s/Age sSignature Date Contractor' ignature 1(Z /V& 101 'ag�L Property Address Permit Number a -I, , 41,J T MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianiidadLgov/economy 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 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, Sjtion to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdirtion4AHJ). . . This NOA shall not be valid after the expiration date stated below. The Miami -Dade Couni Product tmk6 Section '. *00 (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve gW.4g1jt to have phis product or material tested for quality assurance purposes. If this product or material fails to perform in.tIV acceptgA tanner, W • •; manufacturer will incur the expense of such testing and the AHJ may immediately revoke0rx"Iy, or guspeull the us... of such product or material within their jurisdiction. RER reserves the right to revokes tWs accep" if its id66 9 * determined by Miami -Dade County Product Control Section that this product or material faits tvmeet the tegiurirement� • • •....• of the applicable building code. • Y This product is approved as described herein, and has been designed to comply with.the I lorida jdil;itg Cq,¢e including the High Velocity, Hurricane Zone of the Florida Building Code. '..' . ... :Goes: *..I*. DESCRIPTION: 3Mrm 2 -Component Foam Roof Tile Adhesive 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 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 13-0502.02 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. _NOA No.: 14-0805.01 M�ahta 6.0 Coin Expiration Date. 05/10/17 APPROVED t000W Approval Date: 09/04/14 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company 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 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component N/A TAS 101 Two component polyurethane foam adhesive Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A Dispensing Equipment RTF1000 ProPack® 30 & 100 N/A Dispensing Equipment 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 2 -Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: • • • .... • 1. Tomball, TX. • • ; . • PHYSICAL PROPERTIES: • Prope Test ReAks••• '•" • Density ASTM D 1622 1.6 lbs./ft000000.1 • • • • Compressive Strength ASTM D 1621 18 PSI Parallel to rise 0, 0„• • 12 PSI Perpendicular to rise; • • • • • • Tensile Strength ASTM D 1623 28 PSI Parallel to rise • Water Absorption ASTM D 2127 0.08 Lbs./Ft2 • • • • • • 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 @I 58T., 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. M�aApe courirrNOA No.: 14-0805.01 JAPPRO Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering 494-060 TAS 101 04/08/94 '. 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 . • 25-7438-4 00000 0 0 0 . 0 .. 1. 25-7438-7 SSTD 11-93 11/02/95 TM .• 00 •. . 3M 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low,0&,high the profiles. 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. : 5. Ramtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/18/12 P39740.02.12 TAS 101 02/21/12 TAS 123 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 528454-10-1 520109-1 TAS 101 12/28/98 520109-2 520109-3 NOA No.: 14-0805.01 MLAMI-DAD, COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 520109-6 0000 . 00.0 520109-7• • • • • •'' 520191-1 TAS 101 '..� 0�/91V9 '. 0000.. • 520109-2-1" 0 0 0 0000.. :00 0. 0000 .0.0 • LIMITATIONS: • •0 . • 00000 0 0 0 . 0 .. 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile AssemNj fe; fire rating.•: *0000 2. TM .• 00 •. . 3M 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low,0&,high the profiles. .000.0 • 3. Minimum underlayment shall be in compliance with the Roofing Application Standard ;US 16. .. 0 0.. 9 0 0. : 4. Roof Tile manufactures acquiring acceptance for the use of 3M"M 2 -Component Foam ROWj"I'te Adhe�iv&AH- :*060: 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 61 G20-3 of the Florida Administrative Code. NOA No.: 14-0805.01 MLAMI-DAD, COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 3 of 11 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 maybe used with any roof tile assembly having a current NOA that lists attachment resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive 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 3MTM 2 -Component Foam Roof Tile Adhesive 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. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 minutes after 3MTM 2 - Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2 -Component Foam Roof Tile Adhesive 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. NOA No.: 14-0805.01 MIAMI RADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 ....:. 000• 0000•• 0000•• • 0000•• 0000•• 0000•• 0000 0000 • • • • �••••• 0000• 0000 • • 0000•• • ••• 0000• • • ' � � 0000•• 0000•• • • • • � 0000•• • 0000•• • •• ' � • •0000• • • NOA No.: 14-0805.01 MIAMI RADE COUNTY Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Dade County Product Control Seal as shown below. Area Weight Eave Course - Flat, Low, High 0000 Profiles All Eave Course 17-23 sq. inches 45-65 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 30 Flat, Low, High Profiles #3 Two Paddys: 8-9 sq. inches at 12 grams per paddy head of the 9-11 sq. inches at overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (I each longitudinal 17 grams per bead edge) 20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under 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. MAMMADE •J 0000 • BUILDING PERMIT REQUIREMENTS: • •"� : • .06": As required by the Building Official or applicable building code in order to properly evaluate t ie initallatiO bf1his 0000. system. • 0000.. 0000.. 0000 0000 • • '0000 0000 0000. 000100 . ... • • 0000. • • • •• • •0000• •0000• • • • • 0 0 •0000• . 00000• • • • • • •0000• NOA No.: 14-0805.01 MIAM4DADE cOUN7Y Expiration Date: 05/10/17 -I® Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 is r, APPROVED Flat/Low Profile Tile 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 strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm) —23(148.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 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 the closest to the overlock of the tile being set. 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. 0000 • • •e•• 0000:• 0000•• 0000•• 0000•• • High Profile / Single Pan Tile •' • • • • • • .... 1. Starting at the eave course, Applj a minim..2" . • ; (50.8 mm) x 10" (254 mrAT x 1S•(25.4 TW foam **Goo* paddy onto the underlaymentpositoned as shown • ... . under the pan portion of the the Closest to the • • • • • • overlock of the tile being set. • :****o ; • •0• 0 0 •0• 2. Continue in same manner. Insure approxifhatSly 17 (109.7 cm2) —23(148.4 cm) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Flat/Low Profile Tile 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 strengthening rib of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm) —23(148.4 cmZ) square inch adhesive contact with the underside of the tile. 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 underlayment positioned as shown under the strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm) - 12 (77.4 cmZ) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 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 tile being set. Insure approximately 17 (109.7 CM) 23(148.4 — 23 (148.4 cm) square inch adhesive contact•with the• • • 0 0 • 0000 • underside of the tile. � . .. . • • 000000 0000.0 ...{.? • 2. At the second course, apply rj§ �pum 2" (50.8mm) o • • • x 7" (177.8 mm) x 1" (25.4 rWW foam paddyb®nto thLo • • 0.000 underlayment positioned as %Qvii under tlneapan 0 0 portion of the tile closest to th&ov®rlock pf tte ule •"• • being set. • • •0000. 0 • . 3. Continue in same manner. Irture aDprox%ate; 12" • 0 • • • (77.4 cm2) - 14 (90.3 cmZ) s4uareinch adh;s�vp0 0 0 contact with the underside of tVe tile. ' • (Instructions continued on next page) NOA No.: 14-0805.01 FOAOE �� Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) High Profile / Single Pan Tile 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 tile being set. Insure approximately 17 (109.7 cm) — 23 (148.4 cm) square inch adhesive contact with the underside of the tile. 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 underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm2) - 19 (122.6 cm) square inch adhesive contact with the underside of the tile. NOA No.: 14-0805.01 Expiration Date:, 05/10/17 Approval Date: 09/04/14 Page 8 of 11 fee* e 0 .000.0 • ! • i0 • i• f 600100 •6000• • 0.00 6 6 6.0600 • 0! i 0010• •110 060• • • 0 •fee.6 e*feef •011 • • e►000• • e00 fieef • i • • • •• • •0010• ie •f • •0001! • • i • e • ! •6000• • eii0ee • • • ! • 0.60.0 • e e ii • • Yee • • • e • ei • NOA No.: 14-0805.01 Expiration Date:, 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 mecom PrallllTft [�77PPROVED On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x V (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the Overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the the 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1 " (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm2) of adhesive contact with the underside of the tile. (Instructions continued on nextpage) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 •9•• • • 9999 999900 • •00090 •9•••0 9999+• • s • 9999• •• 9999••• 9999 9999 • • • • • 999 9• 0••9• 9999 • • ••• 9990 9• • • •• • 9999•• •• •• • • • • • 9999•• • 9999•• • • • • • •9000• •• • • • 9 w• • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Hlffi PmfHe7ft APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. .R•••• •••••• •••• •••• • • • • • • • •••••• NOA ;o- 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 h N-� sin* 2Z4 L Hlffi PmfHe7ft APPROVED 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x 3/4" (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cm2) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. .R•••• •••••• •••• •••• • • • • • • • •••••• NOA ;o- 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL U Ptaoe er OuO adhesive to adtieve 6S to 70 sq. in. Steep pi" appkal ons In contact vMh the pan too, (whet required) 2) Turn covers upside doom. Place adhesive in to t ln:fromoutsWaedgeofcovortile. Then instal# the tile. Ensure 20 to 2S sq.im.costa« gree. o IUnderiayment i (motar shown) Farscia Remove top portion of thesava course cover die. Abut to second course of pet t1km Ensure eave arm! of pan and cover Was are flush at eave lime. Two Piece Barrel - High Profile Tile APPROVED Two Piece Barrel (Cap and Pan) Tile 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 two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm) square inch adhesive contact with the underside of the pan tile. Turn covers upside down exposing the underside of the tile. Apply a minimum 1" (25.4 mm) x 10" (254 mm) bead of adhesive directly on the inner edge of each side of the cover tile. Leave approximately 3/4" (19 mm) to 1" (25.4 mm) 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 sUw4,•or copper wire and compatible nails map be used. . • END OF THIS ACCEPTANCE • • • • e ecce• • ••e .. .. •• • • • ..e•ee NOA Noi'14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11 mmm in 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.aov/economy CertainTeed Corporation 1400 Union Meeting Road P.O. Boz 1100 Blue Bell PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance. purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 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; ection of this NOA shall be cause for termination and removal of NOA. • • • • • s e • : • • • as 0 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Flofidae and fdilowed by the • expiration date may be displayed in advertising literature. If any portion of the NOA is disptay d1, then it shall be done• • • • .••. • in its entirety. • • • • • • • • • • • •••• •••• • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturef br ifs:distrilbutpts Ond shall be available for inspection at the job site at the request of the Building Official. • • •. • • • This NOA renews NOA# 12-1204.02 and consists of pages 1 through 8. • •• • •" • The submitted documentation was reviewed by Alex Tigera. :0: • •• • NOA No.: 14-0724.16 MIAMI-DADE COUNTY !APPROVED Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 1 of 8 ROOFING COMPONENT APPROVAL Cateaory Roofing Sub -Category: Underlayment Material: SBS SCOPE: This approves CertainTeed Underlayment Systems, as described in this Notice of Acceptance; designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product WinterGuard HT Manufuring Location 41 Dimensions Test Specification Product Description 36" x 65' ASTM D 1970 Modified fiberglass reinforced, bituminous sheet rolls material for use as an underlayment in sloped roof Roll Weight: 45 lbs 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 92 Roll Weight: 72 lbs underlayment in sloped roof assemblies. Designed as an ice & rain 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 Roll Weight: 72 lbs 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 under shake, shingles, slate or metal roofing. Location 43& 4 Roll Weight: 38 lbs. MetaLaymentm 393/8,, x 61' ASTM D 1970 A film surfaced, self -adhering underlayment for Manufuring rolls use under metal roofing. Location 41 Roll Weight: 54 lbs. ."• • Black DiamonC 39 3/g" x 68' 7" ASTM D 1970 Granular surfaced modiiiad,•fibergless reinforced,* •' • • Base Sheet rolls bituminous sheet mateiialef use as an : • • • • Manufuring Roll Weight: 76 lbs. underlayment in sloped,fdb'?,vsembl des * � • , • • • • • Location #2 Designed as an ice & rai$•shield. Not•foXjyse as ..:.. • an Anchor Sheet. Direl mesion to Oodd deck* • • • not permitted in the H3.XU4. ' ••1.1• • •0 0 • • NOA No.: 14-0724.16 htu►Mi•aanE Coin Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 2 of 8 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Dimensions Test Product Specification Description Flintlastic GTA 393/8,, x 32' 10" ASTM D 6222 Granule surfaced APP Modified Bitumen Manufuring rolls Grade G membrane with non -woven polyester mat Location #1 Roll Weight: 105 lbs. Type I reinforcement for torch application. All Weather/Empire Base Sheet Manufuring Location #1 DryRoor TU Manufuring Location #1 Flintlastic GMS Manufuring Location 41 Flintlastic SA Cap Manufacturing Location #1 39 3/$" x 65' 10" rolls Roll Weight: 70 lbs. 39 3/8" x 61' rolls Roll Weight: 58 lbs. ASTM D 4601 Asphalt coated fiberglass reinforced base sheet. Type II TAS 103 A polyester fabric surfaced, self -adhering underlayment. 393/8" x 32'10" ASTM D 6164 Granule surfaced SBS Modified Bitumen rolls Grade G membrane with non -woven polyester mat Roll Weight: 97 lbs. Type I reinforcement for mop application. 393 /8" x 33'11 TAS 103 Polyester reinforced, self -adhering SBS modified rolls bitumen cap sheet. Roll Weight: 95 lbs. MANUFACTURING LOCATION: 1. Little Rock, AR. 2. Shakopee, MN 3. Hangzhou, China 4. Silvassa, India •••6 • • 0 .000. • • .6• • a• • •6 0000•• 0000•• • 0000•• • 606.60 0000•• 0006• • • • • ••000 0000• 600• • • • 0000•• • • • • • • ••0000• (0000• 0 • • • • •0.06• 00 • 0 0 • NOA No.: 14-0724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 3 of 8 EVIDENCE SUBMITTED: Test Azency Test Identifier Test Name/Report Date Momentum Technologies, Inc. AX31 G8D ASTM D4601 09/05/08 AX31 G8G ASTM D6222 06/05/09 TrinityjERD 3530.12.05-1-R1 ASTM D1623 10/05/09 3523.03.05-R2 ASTM D1623 01/12/10 C32240.03.10 ASTM D4977 03/04/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C30280.12.09-R2 ASTM D226 12/11/09 C31410.10.10-R1 ASTM D5147. ASTM D4798 11/02/12 C30890.03.10-1 ASTM D1970 03/17/10 C40050.09.12-2 ASTM D1970 09/28/12 C34940.09.11-R1 TAS 103, ASTM D1623 10/04/11 C32930.01.1 I-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 D4798 08/09/11 CTC-189-02-01 ASTM D1623 11/18/13 InterTek Testing Services Ltd. 10103165000Q-002C ASTM D226 • • • • •Q8/13/13 101227796COQ-003C ASTM 13179� • a ****08/13/"**:* • 10103165000Q-005C ASTM D4969 : • • • W/13/13 • •••••• • ••• ••••• • e e •• •• • • •• • •••••• • NOA No.: 14-0724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 4 of 8 APPROVED ASSEMBLIES: Deck Type 1: Wood, Non -insulated Deck Description: 19/31° or greater plywood or wood plank 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" 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) One or more plies of Diamond Deck with a minimum 20" headlap and a 12" 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 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 Deck Description: 19/3," or greater plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" �g4dlap and a 6" end lap mechanically fastened to deck with approved nails and tip caps 6" o.c' 416twside lape... edge and in a grid pattern spaced 12" o.c. in the field of the roll. • Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet oro*AftttrGuard HT, :6090: WinterGuard Granular, WinterGuard Sand, MetaLayment, DryRoof.Tr7dr.BlaciraIiiamend 0 Base Sheet self -adhering membrane adhered to the anchor sheet with 'a minimum Y;eogdlap and 6" end lap. Place the first course of membrane parallel to the ea ;e',rQisng theem�irane to • • • • obtain maximum contact. Remove the release membrane as the membr4gq, is applied.• Vertical • • strapping of the membrane is acceptable. If membrane is strapped, then An&ior sheet must also • • • 0 • be strapped. • Surfacing: Shall be acceptable for use in approved asphaltic shingles, wood shakes, .& shingles oqu&ry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 14-0724.16 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 5 of 8 Deck Typed: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(3): Anchor sheet mechanically fastened to deck, membrane adhered. Anchor Sheet: One ply of ASTM D 226 Type II organic felt or All Weather/Empire Base mechanically attached with a minimum 4" side lap and a minimum 6"end lap. Anchor sheet shall be applied at a right angle (901) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type IV asphalt applied within the 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 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 uje41vith any approved roof tile system mechanically fastened as specified in their current NOp....' ...... *Flintlastic SA Cap, Flintlastic GTA, Flintlastic GMS and DryRoof%U*may be v sed with any • approved roof tile system adhered as specified in their current NOA 4xiag any foam adhesive .. listed and having a current tile adhesive NOA approval. • • • • • • ...... .... .... . . Must comply with appropriate Roofing Application Standard RAS 118;•12AS 119, 120 aruj,;,. • applicable Building Codes. • • • • •.' .... • LABELING: • All membranes or packaging shall bear the imprint or identifiable marking of the manufacturti's'narne or 1®gap panty, • state and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. NOA No.: 14-0724.16 QML4&414 COUNTY Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 6 of 8 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 order to properly 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 HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Sheet as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. 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 shall not be left exposed as a temporary roof #o: Tortger thn.... 30 days after application. • 8. CertainTeed underlayment products may be used with any approved roof covering Np i*".of Acceptance listing CertainTeed underlayment products as a component part of an assembly in the lodes• of Acceptance. :f CertainTeed underlayment products are not listed, a request may be made to the Autllwi ty. Havirag'.Ri Wictidn (AHJ) or Miami -Dade County Product Control for approval provided that appropriate �d�nentatiori %rovid ea • 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 loqIV,dLJdrig panels Sweep % the deck thoroughly to remove any dust and debris prior to application. : 0 : • • •... 10. When applying the membrane in the valley, start at the low point and work to the high mint. Trolling the m embrarm• • • • 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.: 14-0724.16 M��eeou Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 7 of 8 LIMITATIONS: Tile Profile Flintlastic GMS' Flintlastic SA Cape DryRoor TU3 Flintlastic GTA3 Flat Tile 4:12 6:12 6:12 6:12 Profiled Tile 4:12 5:12 6:12 6:12 'The following is applicable to all systems using and Flintlastic GMS: *Slopes up to 4:12 — Stage by placing two tiles perpendicular to the slope followed by maximum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). *Slopes greater than 4:12 — Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). 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 four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure I below). •Slopes greater than those shown in the above table — Horizontal batten strips are required. Stage tiles touching horizontal battens; a maximum of 10 tiles shall be stacked parallel to the slope (See Figure 2 below). 3The 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". Front View Figure 1: Staged Method, View Front Figure 2: Batten Method END OF THIS ACCEPTANCE Figure 2: Batte13WeTAod .. . 0 000 00 0 0000.. 0000.. .0000. 000. 0000. 0000.. 0000.. .0000. NOA No.: 14-0724.16 1APPROVED1 Expiration Date: 11/24/19 Approval Date: 10/30/14 Page 8 of 8 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Boral Roofing LLC. 7575 Irvine Center Drive, Suite 100 Irvine, CA. 92618 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/vera 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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: Villa 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. 0000 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no ehange • • 0 0 in the applicable building code negatively affecting the performance of this product. 000 000: 00 • • • . 0000.. 0000.. • .0000. TERMINATION of this NOA will occur after the expiration date or if there has been a revjjidLpr change in the• 0000.. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endor eawnt of any pmouct, • for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to"ernply witli MI sectio$' 0. 0000. of this NOA shall be cause for termination and removal of NOA. 00 . 0. . ... 00 00 00 . 000000 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Fl®roiy*06d foJlowgd by ttw,..:. expiration date may be displayed in advertising literature. If any portion of the NOA is displayed. then iC Mal? be done • 00.. in its entirety. 0001, 00 . .• . .. 00 • 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 revises NOA# 11-0713.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Alex Tigera." i� NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Villa 900 Concrete Roof Tile, as manufactured Boral Roofing, LLC in Lake Wales, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Monier Lifetile LLC Villa 1= 17" TAS 112 Low profile, interlocking, high pressure extruded 900 w= 13" concrete roof tile equipped with one nail hole and '/2" thick double roll ribs. For direct deck or battened nail - on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at w = varies hips, rakes, ridges and valley terminations. varying thickness 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 EVIDENCE SUBMITTED 0000 0 0000 ' 0000.. Test Agency Test Identifier • • • • to Test Name/Rep0000ort • 000000 0 0000.. Nutting Engineers 13343.1 TAS 112 • • • ` • • Apr. 2006 :0000: Redland Technologies 7161-03 0000 0000 • Static Uplift Testing* • •.. • ' Ate' 1991..... 0 Appendix III TAS 102 & TAS 102(4)...0 • • • • • • • Redland Technologies 7161-03 0 � � •' • Wind Tunnel Testing� � �c.01991 � � Appendix II 0 • � TAS 108 (Nail -On) 0 0000:. Redland Technologies P0402 .0000. Withdrawal Resistance Testing of jerpw • Sept. 1993 .....: vs. smooth shank nails • 0 . .' :' : 0 The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.: 12-0308.20 MIAWDADECOUNTY Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 2 of 7 2.2 EVIDENCE SUBMITTED Test Aaency Test Identifier Test Name/Report Date Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quik -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 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 December 1996 25-7804b-8 25-7804-4 & 5 25-7848-6 .'•••• Walker Engineering, Inc. Evaluation Calculations Aerodynamic MultiplietF, . May 2006 "• Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set Sys' &V April 1999 • • Walker Engineering, Inc. Evaluation Calculations Restoring Moment Due to Gravity • Aprt1.2006 • ' • ..... Y • • • • • • •••••• • • • • •••••• NOA No.: 12-0308.20 MIAM MDECOUN Expiration Date: 09/21/16 IIII�Q�� Approval Date: 06/21/12 Page 3 of 7 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 quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Villa 900 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) Villa 900 Concrete Tile 10.94 1.425 1.08 Table 2: Aerodynamic Multipliers - X (ft) •.•. Tile X (ft') : )' (ft) 0000 .. Profile Batten Application .' Direct Deck A WM!on Villa 900 Concrete Tile 0.289 0 0 0 : "0.28 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf)•....0600.' •• Tile 3":12" 4":12" 6":12" 6":12'• 0:"' so 7":1e or �reatg` Profile Villa 900 Battens Direct Battens Direct Battens Direct Battens q)redt Battens . Direct- irect-Concrete ConcreteTile Deck Deck Deck Deck. :""'Deck• 6.79 7.70 6.73 7.62 6.63 7.51 6.50 6. • • 7.21 0 •• . NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. • • • • (min 15/32" plywood) (min. 19/32" plywood) 4 Medium paddy placement of 24grams of PolyProTM Villa 900 2-10d Ring Shank Nails 27.8 37.4 28.8 Concrete Tile 1-10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profilesistanc Tile Application Minimum Attachment Villa 900 Concrete Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 11.4 grams. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160. Average weight per patty 8 grams. • • • • . 0000 so ... Table 6: Attachment Resistance Expressed as a Moment - Mf (If-lbf� •••••• •• 0. • for Single Patty Adhesive Set Systems 000 .. . •• Tile Profile Tile Application IIQlrtimpm AOUIlment .. "' Resistan00ce00 Villa 900 Concrete Tile 3M 2 -Component Foam Roof Tile Adhesive AH -160 "-";86.61,3,0_ ; .. 3M 2 -Component Foam Roof Tile Adhesive AH -160 .. 45.5 3 Large paddy placement of 54 rams of Pol ProTm. ; •• 4 Medium paddy placement of 24grams of PolyProTM • Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Villa 900 Concrete Tile Mortar Seto 20.60 5 Seespecific mortar manufacturer's Notice of Acceptance NOA No.: 12-0308.20 Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 5 of 7 ... . 0000 0 0000 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". LABEL FOR VILLA 900 CONCRETE TILE (LOCATED ON THE UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS: 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0308.20 TMIAMIM.-MOUNW WIMU MJ Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 6 of 7 ...... ...... •••• ... NOA No.: 12-0308.20 TMIAMIM.-MOUNW WIMU MJ Expiration Date: 09/21/16 Approval Date: 06/21/12 Page 6 of 7 PROFILE DRAWING is—u 1--k-- I_.►000.0. NOA No.: 12-0308.20 aMLAMWm= MDE Ex iration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 0000 VILLA 900 CONCRETE ROOF TILE •• • "' • 0000:0 ```:0 • •• . • . . . 0000.• . 0000.. END OF THIS ACCEPTANCE *00:0* 00. 00. 0000.. 0000 0000 606060 00000` •0.0. •..0.• • s.. 0000• • • • • 0000•• • 0000•• • • • . • 0.00.0 00 0 • 0 NOA No.: 12-0308.20 aMLAMWm= MDE Ex iration Date: 09/21/16 Approval Date: 06/21/12 Page 7 of 7 MIAMFL�AD MIAMI-DADE COUNTY •� PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. 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't thano change in the applicable building code negatively affecting the performance of this prod;ct.. • 9999 66 :906:0 TERMINATION of this NOA will occur after the expiration date or if there has been a w"lien or Change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as MQhtisrsement of any 69.9 product, for sales, advertising or any other purposes shall automatically terminate this NQX.Vailure to cpaply with any section of this NOA shall be cause for termination and removal of NOA. ` 6 6 r9969• . 990 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, TYofitl , and follpwed by the expiration date maybe displayed in advertising literature. If any portion of the IZV*is,lisplayed,then it shall be done in its entirety. 00*0*00 • • • 9 696 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distribtttdrs and shall be available for inspection at the job site at the request of the Building Oficial. This NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. APPROVED NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 1 of 29 60909• 9999.. .99699 66960 96666 960666 0 990669 9999.. ROOFING SYSTEM APPROVAL Category Roofing Sub -Category: Modified Bitumen Material: APP/SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Specification Description Matrix" 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Membrane Adhesive adhesive for modified bitumen roof 0000... 0000.. 0000.. 0000. 00.00 0000.. 0000.. systems. GAFGLAS® 475 39.37" ASTM D4601 Type II asphalt impregnated and coated Base Sheet (1 meter) Wide glass mat base sheet. GAFGLAS® #80 Ultima' 39.37' ASTM D4601 Type II asphalt impregnated and coated, Base 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. GAFGLAS® Ply 4 39.37" ASTM D2178 Type IV asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS®Mineral 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet (I meter) Wide surfaced with mineral granules. GAFGLAS® EnergyCap" 39.37" ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter) Wide surfaced with mineral granules with Sheet factory applied EnergyCote�" GAFGLAS® Stratavento 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. 0**! * * • GAFGLAS® Stratavent® 39.37" ASTM D4897 A nailable, fiberglass base sheet doatad bn Eliminator" Perforated (1 meter) Wide both sides with asphakr$urfacedon the 0000.. Nailable Venting Base bottom side with minvmtgranule; Sheet embedded in asphaltk'M&tng. • Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated svIM Heat -Weld" Smooth (1 meter) Wide polymer -modified asp�aft*and smo*"* • surfaced. • • Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester uta "ated with Heat-WeIC Granule (1 meter) Wide polymer -modified asphaft and surfaced, 0000.. with mineral granulej. e.• RoofMatch" 107 sq. ft. ASTM D6164 Non -woven polyester Mat coated pAtit 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.: 14-0611.01 -- �pgpgCp Expiration Date: 11/06/15 ' ' • Approval Date: 11/06/14 Page 2 of 29 0000... 0000.. 0000.. 0000. 00.00 0000.. 0000.. Test Product Product Dimensions Specification Description Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat -Weld' Plus (1 meter) Wide polymer -modified asphalt and surfaced with mineral granules. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with fire Heat -Weld Plus FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. Ruberoid® EnergyCap'" 39.37" ASTM D6164 Non -woven polyester mat coated with fire SBS Heat-Wele Plus FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid® SBS 39.37" ASTM D6163 Non -woven polyester mat coated with Heat -Weld' 25 (1 meter) Wide polymer -modified asphalt and smooth surfaced. Ruberoid® Mop Granule 39.37" ASTM D6164 Non -woven polyester mat coated with (1 meter) Wide polymer -modified asphalt and surfaced with mineral granules. Ruberoid® Mop Smooth 39.37" ASTM D6164 Non -woven polyester mat coated with (1 meter) Wide polymer -modified asphalt and smooth surfaced. Ruberoid® Mop Plus 39.37" ASTM D6164 Non -woven polyester mat coated with (1 meter) Wide polymer -modified asphalt and surfaced with mineral granules. Ruberoid® Mop 170FR 39.37" ASTM D6164 Non -woven polyester mat coated with fire (1 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 (1 meter) Wide APP modified asphalt and smooth surfaced. Ruberoid® Torch Granule 39.37" ASTM D6222 Non -woven polyester mat coated yrith • (1 meter) Wide APP modified asphalt arg?. surfaced with mineral gran:les �...:. RuberoieEnergyCap- 39.37" ASTM D6222 APP modified cap membrane with a torch Torch Granule FR (1 meter) Wide grade bottom surface 444 mineral... granular top surface Nated With Aarty applied EnergyCote ..• • • • • • • • • Ruberoid® EnergyCap'" 39.37" ASTM D6222 APP modified cap membrane with a'torch Torch Granule Plus FR (1 meter) Wide grade bottom surface &;(:(mineral granular top surface coatedwith Aketory. applied EnergyCote • RoofMatchTm 107 sq. ft. ASTM D6222 Non -woven polyester mat coated'Nttr 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.: 14-0611.01 MFAMMADE COUNTYM Expiration Date: 11/06/15 "' • ► Approval Date: 11/06/14 Page 3 of 29 Test Product Dimensions Sbeciflcation Ruberoid® 20 1 meter ASTM D6163 (39.37") Wide Ruberoid® 30 1 meter ASTM D6163 (39.37") Wide Ruberoid® 30 FR 1 meter ASTM D6163 (39.37") Wide Ruberoid®EnergyCap" 30 1 meter ASTM D6163 FR SBS Membrane (39.37") Wide Ruberoid® Dual FR 39.37" (1 meter) ASTM D6162 Wide Topcoat® Elastomeric 1, 5 or 55 gallons ASTM D6083 Roofing Membrane Topcoat® MB Plus 5 or 55 gallons Proprietary Topcoat® 5 gallons ASTM D6083 Surface Seal SB FireOuC Fire Barrier 5, 55 gallons Proprietary Coating VersaShield® 42" x 100' rolls ASTM D226 Fire -Resistant Roof Deck Protection xW71 V APPROVED! Product Description SBS modified asphalt base sheet reinforce with a glass fiber mat. Non -woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules. Non -woven fiberglass mat coated with fire retardant, polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. An acrylic, water based elastomeric membrane system designed to protect various types of roofing surfaces. Water based, low VOC primer used to block asphalt bleed -through. Solvent based sprayable thermoplastic rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. Low VOC, water-based fire barrier coating. Non -Asphaltic, fire resistant fiberglass - based underlayment. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 4 of 29 0000 . 0000:0 . 000000 • 000000 0 0000.. 0000.. 0000.. 0000 .... . . . 0000 0.000 00000 0000.. . ... 0000. . .. .. .. 0000.. 0000.. . 0 . 000000 0000.. . . . 000.. 0 . . NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 4 of 29 APPROVED INSULATIONS: Product Name EnergyGuard"' Polyiso Insulation EnergyGuard"' RA Polyiso Insulation EnergyGuard"A RN Polyiso Insulation EnergyGuard"' Perlite Recover Board EnergyGuard"' Perlite Roof Insulation EnergyGuarC RA Composite Polyiso Insulation Carbon steel fastener used StructodeV High Density Fiber Board Securock® Gypsum -Fiber Roof Board APPROVED FASTENERS: Table 2 Product Description Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Perlite recover board Perlite roof board Polyisocyanurate/wood fiberboard or perlite composite High density wood fiber Gypsum board TABLE 3 Manufacturer (With Current NOA) GAF GAF GAF GAF GAF GAF Blue Ridge FiberBoard, Inc. United States Gypsum Corp. 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 -Tec" #14 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"' AccuTraca Flat AZ -SS aluminized steel 3" x 3" GAF Plate plate for use with Drill- Tec#12 Fastener, Drill- Tec' -M #14 Fastener and **so ' . . .... ...... Drill -Tec # 15 Fastener. 5. Drill -Tec"' ASAP 3S Drill-TecC' #12 fastener Various • • • • • f AF %""� • • • • %• with Drill -Tec"' 3" Standard Steel Plate. '"'0 ' ' 6. Drill-Tec AccuTrac® Galvalume Steel plate for 3" x 3" 0"'• ""GAF `•"` Recessed Plate use with Drill -Tec"' 0:00• *0:00: 0 60:900 0:•• fasteners.' .. .. .. . ...... 7. Drill -Tec"' 3" Steel Plate Round galvalume steel 3" ...... 000.00 stress platefor use with • �, Drill -Tec fasteners. • • 0000.. • • • • 8. Drill -Tec" 3" Standard Round galvalume plated 3" GAF Steel Plate steel stress plate with reinforced ribs for use with Drill-Tec"m fasteners. NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 5 of 29 EVIDENCE SUBMITTED: Test Azency Test Identifier Description Date Factory Mutual Research Corp. 3029832 FMRC 4470 05/11/07 3010215 FMRC 4470 03/01/01 3001276 FMRC 4470 01/28/99 1B9A8.AM FMRC 4470 09/04/97 3D4Q2.AM FMRC 4470 04/30/97 ODIA8.AM FMRC 4470 04/01/98 Underwriters Laboratories R1306 UL 790 07/22/13 Trinity Engineering 4483.04 97-1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF -020-02-01 ASTM D249 02/01/02 ASTM D4977 GAF 306-02-01 ASTM E96 07/07/11 GAF 315-02-01 ASTM D2178 8/23/11 GAF 314-02-01 ASTM D2178 8/23/11 IRT-ARCON Inc. 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01-039 TAS 114 03/01/02 Trinity ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 G40620.07.12-2 ASTM D6222 07/17/12 G34140.04.11-2 ASTM D6163 04/25/11 G31360.03.10 ASTM D6164 03/31/10 G34140.04.11-4 ASTM D4601 04/25/11 G34140.04.11-5 ASTM D4897 04/25/14---. 4/25/114•• - G33470.01.11 G33470.01.11 ASTM D6164 ,OQl/13/11••• G6850.08.07-1 ASTM D390908/13/07*Y:. G30250.02.10 -3-R1 ASTM D3909 11/26/12 PRI Construction Technologies LLC. ASTM D2178 GAF -314-02-01 •„0,08/23/11...` ASTM D2178 GAF -315-02-01 .....08/23/1 L ... ASTM D6083 GAF -245-02-01 .. o . •a6/10/f0 - ASTM D6083 GAF -084-02-01 ; • • ; •Q7/08/05 • ASTM D6083 GAF -245-02-01 176/10/1;4..:. ASTM D6083 GAF -084-02-01 .%7/0845 .. . . ... Momentum Technologies, Inc. ASTM D6162 AX04C9A 00 0 06/05/09 NOA No.: 14-0611.01 MIAM40WDECOUNTY Expiration Date: 11/06/15 ������� '''• Approval Date: 11/06/14 Page 6 of 29 APPROVED ASSEMBLIES Membrane Type: SBS Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut'." Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck Protection (optional) or SecurocO Gypsum -Fiber Roof Board. Anchor sheet: GAFGLAS® #80 Ultimar" Base Sheet, GAFGLAS® Stratavent® Eliminator Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld'` Smooth or Ruberoid® SBS Heat -Weld` 25 base sheet mechanically fastened to deck as described below. Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly"" 6, GAFGLAS® #75 Base Sheet or any Options: of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exPly"" 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec ' #12 Fastener, Drill-Tec"M #14 Fastener or Drill -Tec"" XHD Fastener and Drill -Tec"'" 3" Steel Plate, Drill- TecAccuTrace Flat Plate or Drill -Tec' AccuTrace 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 anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the 0006 field. 0 • (Maximum Design Pressure —52.5 psf. See General Limitatift 07); 0 • GAFGLAS® #80 Ultima'" Base Sheet, Ruberoid® 20, Ruberoid® Uo� Smooth base sheet attached to deck with approved annular ring shank nails aV* tjn caps at4: fastener spacing of 9" o.c. at the 4" lap staggered and in two rftj 9. •o.c. irf uro. field. 606.60 6 •60 • (Maximum Design Pressure —60 psf. See General Limitation•# tr • • • • GAFGLAS® #75 Base Sheet or any of above anchor sheets attach& to deck with T"` #12 Fastener, Drill -Tec'" #14 Fastener or Drill -Tea XHD Fasten0000 Drill-Tec and Drill -Tec'*"" 3" Steel Plate, Drill-Tec'm AccuTrac® Flat Plato -or Drill-Tep AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2"'fide • lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 7 of 29 • • 606.6 0••0• 0000:* • • Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3" inverted Drill -Tec"" insulation plates at a fastener spacing of 9" o.c. at the (Continued) 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® 475 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec"m 412 Fastener, Drill-Tec#14 Fastener or Drill-TecXHD Fastener and Drill-Tec3" Steel Plate, Drill -Tec"" AccuTrac® Flat Plate or Drill -Tec'" 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. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EneravGuarC Polyiso Insulation, EnergyGuard m Polyiso RA Insulation, , EnergyGuard7 Polyiso RN Insulation, EnergyGuard"" RA Composite Polyiso Insulation Minimum 1" thick N/A N/A Structodeke High Density Fiber Board, EnergyGuard"" Perlite Recover Board Minimum %" thick N/A EnergyGuard"" Perlite Roof Insulation Minimum 3/" thick N/A N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 fe. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent® Eliminator" Perforated Venting Base Sheet laid dry or a layer of EnergyGuardTm Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. Rasp Sheet• (Optional) Install one ply of GAFGLAS® 475 Base Sheet, GAFGLAS® #80 Ultima"" Base Sheet, GAFGLAS® Ply 4, GAFGLAS FlexPlyTM 6, GAFGLA go • • •Mpp Stratavent® Eliminator"" Perforated Venting Base Sheet (laid dry1'RaberoW Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld"" Smooth 4r.$.uberoid®SB9" Heat -Weld` 25 directly over the top layer of insulation. AdhereaUk any approved mopping asphalt applied within the EVT range and at PA2 of 20;•190•, lbs./sq. (See General Limitation #4). "" Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS8R1exFf3r"m 6, • • • GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth,�ubeve • adhered in a full mopping of approved asphalt applied within the EVT rana,atjd. at a rate of 20-40 lbs./sq. : • *. 0 Membrane: •• • • •.• One or more plies of Ruberoid® 20, Ruberoie 30, RuberoieEnergyCap- 30 FR' SBS Membrane, Ruberoid® 30 FR, Ruberoid® Mop Smooth, Ruberoid®Mon 170 FR, Ruberoid®Mop Granule, RoofMatch" SBS Modified Granular, Ruberoid® Mop Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq. f 15%. NOA No.: 14-0611.01 _ MMMAMCOUNWF Expiration Date: 11/06/15 • • Approval Date: 11/06/14 Page 8 of 29 Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapBUR 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® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options ...... . ...... ...... . ... ..... .. .. .. . ...... . . . . ...... NOA No.: 14-0611.01 MiatYtHorwe courmr Expiration Date: 11/06/15 • • Approval Date: 11/06/14 Page 9 of 29 Membrane Type: Deck Type 1I: APP/SBS Heat Weld Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type A(2): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOutTm Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck Protection (optional) or SecurocO Gypsum -Fiber Roof Board. Anchor sheet: GAFGLAS® #80 Ultima TM Base Sheet, GAFGLAS® Stratavent® Eliminator" Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat -Weld' Smooth or Ruberoid® SBS Heat -Weld` 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPlyT 6, GAFGLAS® #75 Base Sheet or any Options: of above anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 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 m 6, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'T' #12 Fastener, Drill-TecTM #14 Fastener or Drill-Tec"m XHD Fastener and Drill-TecT"' 3" Steel Plate, Drill - Tec"" AccuTraco Flat Plate or Drill-TecTM AccuTrace 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 angio;00 • sheets attached to deck with approved annular ring shank nails and tin cap% at a,, fastener spacing of 9" o.c. at the 4" lap staggered and in two rpivs j ; o.c. i* the • • field. 0000.. (Maximum Design Pressure —52.5 psf. See General Limitation4:7�. 0 • • • • GAFGLAS® #80 Ultimar' Base Sheet, Ruberoid820, Ruberoid;iv�Qp Smooth 0 0 base sheet attached to deck with approved annular ring shank nails Ad tin UP9 at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows,9" o.c. in the field. 0000.. (Maximum Design Pressure —60 psf. See General Limitation.*#7, GAFGLAS® #75 Base Sheet or any of above anchor sheets attached to deck with Drill-Tec'm #12 Fastener, Drill-Tec"m #14 Fastener or Drill -Tec T. XHD Fastener and Drill -Tec"" 3" Steel Plate, Drill -Tec"" AccuTrace Flat Plate or Drill-Tec'm AccuTrac Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-0611.01 MIAMMADE COUNTYM Expiration Date: 11/06/15 • Approval Date: 11/06/14 Page 10 of 29 0000.. 0000.. .0000. 0000. 0000. 0.00.0 .0000. 000000 Fastening Any of above anchor sheets attached to deck approved annular ring shank nails Options: and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the (Continued) 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS' #75 Base Sheet or any of above anchor sheets attached to deck with Drill -Tec"" #12 Fastener, Drill -Tec"' #14 Fastener or Drill -Tec"" XHD Fastener and Drill -Tec'.' 3" Steel Plate, Drill-Tec'M AccuTrac' Flat Plate or Drill-Tec"N AccuTrac' Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuardT' RA Polyiso Insulation, EnergyGuarC RA Composite Polyiso Insulation Minimum 1" thick N/A N/A Structodeke High Density Fiber Board, EnergyGuarC Perlite Recover Board Minimum V211 thick N/A N/A EnergyGuard7 Perlite Roof Insulation Minimum %11 thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs./100 ft'. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS® Stratavent' EliminatorTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuarr Perlite Roofs 6 • Insulation or wood fiber overlay board on all polyisocyanurate applications. ; .0. see** so0Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS' #$"VitimaTM $ase " Sheet, GAFGLAS® Ply 4, GAFGLAS® FlexPly— 6, GAFGLAS%9tretavent® • Eliminator T. Perforated Venting Base Sheet (laid dry), Ruberoid='"Vp Smpb11T,• Ruberoid® 20, Ruberoid' SBS Heat -Weld' Smooth or Ruberoi$®'SBS Heat -"6 WeIC 25 directly over the top layer of insulation. Adhere wit any appro�v�d:'; mopping asphalt applied within the EVT range and at a rate of ;Q;4R lbs./sq. (See General Limitation #4). ' 6 0000.. Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® 20,'$y5e4bid' S$S... Heat -Weld— Smooth or Ruberoid' SBS Heat-Wehr 25) One or more plies. .6 GAFGLAS® Ply 4, GAFGLAS® FlexPlyT 6 or GAFGLAS' #80 UltimaTm Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid' Torch Smooth torch applied according to manufacturer's application instructions. NOA No.: 14-0611.01 MLUAUM41,Expiration Date: 11/06/15 "' • Approval Date: 11/06/14 Page 11 of 29 0006.. 0 0000.0 000000 0 0 0000. 0000. 0000.. 6060.0 00000. 0 Membrane: One ply of Ruberoie Torch Smooth, Ruberoid® Torch Granule, Ruberoid® EnergyCap Torch Granule FR, RoofMatch'� APP Modified Granular, Ruberoid® EnergyCap- Torch Plus FR or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® SBS Heat -Weld'' Plus, Ruberoid® SBS Heat - Weld Plus FR, Ruberoid® SBS Heat -Weld' 170 FR, Ruberoid® EnergyCap� SBS Heat -Weld Plus FR, Ruberoid® SBS Heat -Weld Granule, Ruberoid® SBS Heat -Weld Smooth and Ruberoid® SBS Heat -Weld" 25 applied according to manufacturer's application instructions. 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 3001bs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® 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® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options . . .... ...... 0000•• Y 0000•• • 0000•• • 0000•• • • • 0000 0000 • • •••• 0000 0000• 0!000• • •••oe so 00 0 0!000 ! •••!•• • • • • • • 0000•• 000.00 • • ! • + 90 0 Y • • _ NOA No.: 14-0611.01 MFAMI-DADS COUNTY Expiration Date: 11/06/15 �fflwmszjqsApproval Date: 11/06/14 Page 12 of 29 Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B(1): Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOutTh Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck (optional) Protection or SecurocO Gypsum -Fiber Roof Board. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuarC RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3, 5, 6 1:3 ft2 EnergyGuard7 RN Polyiso Insulation Minimum 1.4" thick 1, 2, 3, 5, 6 1:3 ft2 EnergyGuard7 Polyiso Insulation Minimum 1.5" thick 1, 2, 3, 5, 6 1:3 ft2 EnergyGuard" Perlite Roof Insulation Minimum'/" thick 1, 2, 3, 5, 6 1:2 W Structodek® High Density Fiber Board Minimum 1" thick 1, 2, 3, 5, 6 1:2 W Note: Base layers of insulation shall be mechanically attached using the fastener density listed. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the"" number of fasteners shall be increased maintaining the same fastener density. I�suiAion fasteners 000000 shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to g4q rm ;0.00• ,,,,;, compliance with the wind load requirements. Please refer to Roofing ApplicatigA ag4dard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Strataveat:Eliminator: Perforated Venting Base Sheet laid dry or a layer of EnergyGuard7 Perlite Roof+Ihu'lation or • • 0 00902, , wood fiber overlay board on all polyisocyanurate applications. 06:60: ' "' ""' .. .. .. . ••..•• 0 Top Insulation Layer Insulation Fasteners 0.0 0 Fastener • (Table 3) ` DentVy(, • • • • • • Any of the insulation listed for Base Layer, above. : 0 0 :0000: : : •• • . ... Structodek® High Density Fiber Board, EnergyGuardTm Perlite Recover Board '..0 • Minimum 1/2" thick N/A N/A Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. _ NOA No.: 14-0611.01 MIAMIOADE CO•UNTY Expiration Date: 11/06/15 M IApproval Date: 11/06/14 Page 13 of 29 Base Sheet: (Optional) Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultime' Base Sheet, GAFGLAS® Ply 4, GAFGLAS® FlexPlyT"' 6, GAFGLAS® Stratavent® Eliminator?" Perforated Venting Base Sheet (laid dry), Ruberoid® Mop Smooth or Ruberoid® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.; (See General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlyT" 6 sheet or GAFGLAS® #80 UltimaT" Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCap- 30 FR SBS Membrane, Ruberoid® 30 FR, Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatchT" SBS Modified Granular, Ruberoid® Mop Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in an approved asphalt at an application rate of 251b./sq. f 15%. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCapT" BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: -45 psf. (See General Limitation #7) s•s• • • 6666 •0.6•• 699.0• • ••ss•• • 000009 • • • 900* 0000 0 • • 0 ••s• 6666 90•60 •••6.6 • 0•a 6666• • •66.6• • • • • • NOA No.: 14-0611.01 CArROVEr= Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 14 of 29 Membrane Type: APP/SBS Heat Weld Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. System Type B(2): Optional base sheet laid dry; base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations shall apply. Fire Barrier: FireOut"" Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck Protection (optional) or SecurocV Gypsum -Fiber Roof Board. One or more layers of any of the following insulations. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard"" RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3, 5, 6 1:3 ft2 EnergyGuard7 RN Polyiso Insulation Minimum 1.4" thick 1, 2, 3, 5, 6 1:3 ft2 EnergyGuarC Polyiso Insulation Minimum 1.3" thick 1, 2, 3, 5, 6 1:3 fe EnergyGuard"" RA Composite Polyiso Insulation Minimum 1.5" thick 1, 2, 3, 5, 6 1:3 ft, EnergyGuard"" Perlite Roof Insulation Minimum %" thick 1, 2, 3, 5, 6 1:2 W Structodek® High Density Fiber Board Minimum 1" thick 1, 2, 3, 5, 6 1:2 W Note: Base layers of insulation shall be mechanically attached using the fastener density listed. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to, confirm • • • • • compliance with the wind load requirements. Please refer to Roofing Application Standard 4M:. • 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Strata 100180 Tlimin1torTM Perforated Venting Base Sheet laid dry or a layer of EnergyGuarr Perlite Roof fnsuYation or 9000 0090 wood fiber overlay board on all polyisocyanurate applications.• 0000 •9999 Top Insulation Layer Insulation Fasteners`:`•: Fastener'•: (Table 3) : , • , : • Density/ft2 Any of the insulation listed for Base Layer, above. •99999 Structodek® High Density Fiber Board, EnergyGuard7 Perlite Recover Board Minimum %11 thick N/A " ` NIA Note: Optional top layer of insulation shall be adhered with approved asphalt within the EVT range and at a rate of 20-40 lbs./100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Composite insulation boards used as a top layer shall be installed with the polyisocyanurate face down. NOA No.: 14-0611.01 MAMMADECOUNTY Expiration Date: 11/06/15 "' • • Approval Date: 11/06/14 Page 15 of 29 0000.. 0000.. 0000.. 99999 99999 0000.. 0999.9 0000.. Base Sheet: Install one ply of GAFGLAS® 475 Base Sheet, GAFGLAS® #80 Ultima'' Base Sheet, GAFGLAS® Ply 4, GAFGLAS® F1exPlyr"' 6, GAFGLAS® Stratavent® Eliminator'. Perforated Venting Base Sheet (laid dry), Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat-Weld` Smooth or Ruberoid® SBS Heat- Weld 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq.; (See General Limitation #4). Ply Sheet: (Optional, required when using Ruberoid® 20) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPly" 6 sheet or GAFGLAS® #80 UltimaTm Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, RoofMatco APP Modified Granular, Ruberoid® EnergyCap"m Torch Granule FR, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR, Ruberoid® EnergyCap"" Torch Plus FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® SBS Heat-Weld" Plus, Ruberoid® SBS Heat- Weld" Plus FR, Ruberoid® SBS Heat-Weld" 170 FR, Ruberoid® EnergyCap"M SBS Heat-Weld" Plus FR, Ruberoid® SBS Heat-Weld Granule, Ruberoid® SBS Heat-Weld" Smooth and Ruberoid® SBS Heat-Weld" 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® 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® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to l &S i • gal./sq.• ... • s • Maximum Design 000:0 • i • • • • • Pressure: -45 psf. (See General Limitation #7) 000000 • • . • •• • • ••+ • • NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 16 of 29 Membrane Type: SBS Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C(1): One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. Fire Barrier: FireOut"" Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection (optional) or SecurocO Gypsum -Fiber Roof Board. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard"" RA Polyiso Insulation, EnergyGuard"" RN Polyiso Insulation Minimum 1.3" thick N/A N/A EnergyGuard"" Polyiso Insulation Minimum 1.4" thick N/A N/A EnergyGuard"" RA Composite Polyiso Insulation Minimum 1.5" thick N/A N/A EnergyGuard' Perlite Roof Insulation Minimum %11 thick N/A N/A Note: All layers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft' EnergyGuard RA Polyiso Insulation Minimum 1.3" thick 1, 2, 3, 5, 6 1:3 ft2 EnergyGuard"" RN Polyiso Insulation Minimum 1.4" thick 1, 2, 3, 5, 6 1:3 ftz EnergyGuard"" RA Polyiso Insulation, EnergyGuard"" Polyiso Insulation 0 •..• 0900 • Minimum 1.3" thick 1, 2, 3, 5, 6 • .. • 1:3 ftz . EnergyGuard"" RA Composite Polyiso Insulation 096:90 Minimum 1.5" thick 1, 2, 3, 5, 6 .... 1:3 ftz.. EnergyGuard TM Perlite Roof Insulation . . *ego . . 0000 Minimum %11 thick 1,2,3,5,6 i • • 1:2Z StructodeV High Density Fiber Board • 40:9: • Minimum 1" thick 1, 2, 3, 5, 6 • • 1:?` ftp• • Note: Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density.. Please refer to• • • Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavene Eliminator` Perforated Venting Base Sheet laid dry or a layer of EnergyGuard"" Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. ■ NOA No.: 14-0611.01 MAWDADECDUNTY Expiration Date: 11/06/15 "' • • Approval Date: 11/06/14 Page 17 of 29 Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® 480 UltimaTm Base Sheet GAFGLAS® Ply 4, GAFGLAS® F1exPlyTM' 6, GAFGLAS® Stratavent® Perforated Venting Base Sheet (laid dry), Ruberoid® Mop Smooth or Ruberoid® 20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; (See General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 6 or GAFGLAS® 480 UltimaTM Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCapM 30 FR SBS Membrane, Ruberoid® 30 FR, Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatch7 SBS Modified Granular, Ruberoid® Mop Plus, Ruberoid® Mop FR or Ruberoid® Dual FR fully adhered in an approved asphalt at an application rate of 20-40 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM' 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® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: -45 psf. (See General Limitation #7) • •• •• •• • •••••• • • • • • •i••••- •O • NOA No.: 14-0611.01 CH DE COUNTY Expiration Date: 11/06/15 • Approval Date: 11/06/14 Page 18 of 29 Membrane Type: APP/SBS Heat Weld Deck Type lI Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type C(2): One or more layers of insulation simultaneously attached; Base layer optional. All General and System Limitations shall apply. Fire Barrier: FireOutT" Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck Protection (optional) or SecurocO Gypsum -Fiber Roof Board. Base Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard7 Polyiso Insulation, EnergyGuarC RA Polyiso Insulation, EnergyGuard7 RN Polyiso Insulation Minimum 1.3" thick N/A N/A EnergyGuarC Polyiso Insulation Minimum 1.4" thick N/A N/A EnergyGuard7 RA Composite Polyiso Insulation Minimum 1.5" thick N/A N/A EnergyGuard7 Perlite Roof Insulation, EnergyGuard7 Perlite Recover Board Minimum %11 thick N/A N/A Note: All Iayers shall be simultaneously fastened; see top layer below for fasteners and density. Insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuarC RA Polyiso Insulation Minimum 1.3" thick EnergyGuarC RN Polyiso Insulation Minimum 1.4" thick EnergyGuardTM Polyiso Insulation Minimum 1.3" thick EnergyGuard7 RA Composite Polyiso Insulation Minimum 1.5" thick EnergyGuard7 Perlite Roof Insulation Minimum %11 thick Structodek® High Density Fiber Minimum 1" thick 1, 2, 3, 5, 6 1:3 ft' 1,2,3,5,6 1:34'x:.6 !� J J l/ 6i0.60 . 1, 2, 3, 5, 6 0000 .• 1:3 ft�. 6 6 0 • • 0000 • .••• 1,2,3,5,6 ":": 1:2Ifte 0 •..••.• 1, 2, 3, 5, 6 ' ' 1:21e.:. Note: Insulation panels listed are minimum sizes and dimensions; if larger panelsmare esed, the •; number of fasteners shall be increased maintaining the same fastener density. Please refer td ` Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS® Stratavento EliminatorT Perforated Venting Base Sheet laid dry or a layer of EnergyGuard7 Perlite Roof Insulation or wood fiber overlay board on all polyisocyanurate applications. APPROVED NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 19 of 29 0000.. 0600.. 0006.. 6666• 6666• 0000.. ID 0000.. Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLAS® #80 Ultime' Base Sheet, GAFGLAS® Ply 4, GAFGLAS® F1exPly'*" 6, GAFGLAS® Stratavento Eliminator' Perforated Venting Base Sheet (laid dry), Ruberoid® Mop Smooth or Ruberoid®20 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval the use of an overlay board is approved; (See General Limitation #4). Ply Sheet: (Optional, required when using Ruberoid® 20) One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exPly� 6 or GAFGLAS® #80 UltimaBase Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40 lbs./sq. Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, RoofMatchm APP Modified Granular, Ruberoid® EnergyCap.' Torch Granule FR, Ruberoid® EnergyCap"m Torch Plus FR or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® SBS Heat -Weld" Plus, Ruberoid® SBS Heat - Weld"" Plus FR, Ruberoid® SBS Heat -Weld' 170 FR, Ruberoid® EnergyCap"m SBS Heat -Weld" Plus FR, Ruberoid® SBS Heat -Weld' Granule, Ruberoid® SBS Heat -Weld` Smooth and Ruberoid® SBS Heat -Weld' 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS' Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap"M 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® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with. • Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to i fr • • • • • gal./sq. • • • •ii..• • ••...• Maximum Design iiii.w • • • Pressure: -45 psf. (See General Limitation #7) 000004, . •' • • • ........ ..... • •.iii• i . • .. i NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 20 of 29 Membrane Type: SBS/SBS Cold Applied Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D(1): Insulation and Base sheet simultaneously attached All General and System Limitations shall apply. Fire Barrier: FireOutTm Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck (optional) Protection or SecurocO Gypsum -Fiber Roof Board. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 EnergyGuard7 Polyiso Insulation, EnergyGuard"" RA Polyiso Insulation, StructodeV High Density Fiber Board Minimum 1" thick N/A N/A Base Sheet: Install one ply of GAFGLAS® #75 Base Sheet, GAFGLASO #80 UltimaTM Base Sheet, GAFGLAS® Stratavent® Eliminatorr4 Perforated Venting Base Sheet or Ruberoid® 20 applied over the loose laid insulation with 2" side laps mechanically fastened to deck as described below; Fastening Drill -Tec"" #12 Fastener, Drill -Tec' #14 Fastener or Drill-Tec"M XHD Fastener Options: and Drill -Tec T. 3" Steel Plate, Drill -Tec' AccuTrac® Flat Plate or Drill -Tec"" AccuTrace Recessed Plate installed through the base sheet and insulation in 3 rows 12" o.c. 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® #80 Ultima" Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. '••• (Maximum Design Pressure —60 psf. See General Limitatiod #7,i' • " Drill -Tec' #12 Fastener, Drill -Tec'" #14 Fastener or Drill-Tec:•XHD Fas;erier and Drill-Tec'm 3" Steel Plates in 4 rows 12" o.c. One row islift 4e V' side lap. The other rows are equally spaced approximately 9" o.c. in the fi'e'ld of the.018f • (Maximum Design Pressure —60 psf. See General Limitation 0000 Drill -Tec"" #12 Fastener, Drill -Tec'' #14 Fastener or Drill-Tetim*XIID Fast&ler ' and Drill -Tec' 3" Steel Plate, Drill -Tec' AccuTrace Flat Plate'Bgt trill-TecTm AccuTrace Recessed Plate installed through the base sheet A insulation m•4•:. rows 8" o.c. One row is in the 2" side lap. The other 3 rows ar•e eggally spjce�• approximately 9" o.c. in the field of the sheet. '..' (Maximum Design Pressure —75 psf. See General Limitation #7) NOA No.: 14-0611.01 MLAM10iADE COUNTY Expiration Date: 11/06/15 • • vyjgj� Approval Date: 11/06/14 Page 21 of 29 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000•. • Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exPly� 6, GAFGLAS® #80 Ultima" Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatch"" SBS Modified Granular, Ruberoid®Mop Plus Granule, Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCap' 30 FR SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR in adhered in a full mopping 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® Mop Plus Granule, Ruberoid® 20, Ruberoid® 30, Ruberoid® EnergyCap'� FR 30 SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in MatrixTM 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. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. GAFGLAS® 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. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 22 of 29 •••• . • 0000 0000.. .. . . . • 060.6• • 0000.. • ••000• • 0000.. • 0000.. •00• 0000 • • 0 • •••6 0000 00600 00.00• • ••• 0000• • 0000 % 0000•• • • • • • • • • 0 000•• • • • NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 22 of 29 Membrane Type: APP/SBS Heat Weld Deck Type 11: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type D(2): Insulation and Base sheet simultaneously attached All General and System Limitations shall apply. Fire Barrier: FireOut"m Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck (optional) Protection or SecurocO Gypsum -Fiber Roof Board. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density/fe EnergyGuard'.' Polyiso Insulation, EnergyGuardTm RA Polyiso Insulation Minimum 1.3" thick N/A N/A Structodek® High Density Fiber Board Minimum 1" thick N/A N/A Base Sheet: Install one ply of GAFGLAS® 475 Base Sheet, GAFGLAS® #80 Ultima Base Sheet, GAFGLAS® Stratavene Eliminator's Perforated Venting Base Sheet or Ruberoid® 20 base sheet applied over the loose laid insulation with 2" side laps mechanically fastened to deck as described below; Fastening Drill-Tec"m #12 Fastener, Drill -Tees #14 Fastener or Drill -Tec'.' XHD Fastener Options: and Drill -Tees 3" Steel Plate, Drill -Tees AccuTrace Flat Plate or Drill -Tec'*' AccuTraca Recessed Plate installed through the base sheet and insulation in 3 rows 12" o.c. 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® #80 Ultima's Base Sheet, Ruberoid® 20, Ruberoid® Mop Smooth attached to deck with approved annular ring shank nails and tin caps at a fa%tgi3v spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o c. in the fief•... ` (Maximum Design Pressure —60 psf. See General Limitation +0 : • 0000.. moo*. Drill -Tec #12 Fastener, Drill -Tec #14 Fastener or Drill-Ter.•Fastener and Drill -Tec' 3" Steel Plate, Drill -Tees AccuTrac Flat Plate Qr*Drill-Tec:... AccuTrace Recessed Plate installed in 4 rows 12" o.c. One rowii in the 20 sida• lap. The other rows are equally spaced approximately 9" o.c. lfl $he Meld o f iliC •, sheet. 00 00 00 ` (Maximum Design Pressure —60 psf. See General Limitation A%f `: 0000.. Drill -Tec'*' # 12 Fastener, Drill -Tees #14 Fastener or Drill-Te�'T' NV Fasttner and Drill -Tec' 3" Steel Plate installed through the base sheet All intulation`irC 4: rows 8" o.c. One row is in the 2" side lap. The other 3 rows are equally spaced • approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 23 of 29 0000.. 0000.. 0000.. 0000. 00.00 0000.. 0000.0 000000 Ply Sheet: (Optional, required when using Ruberoid® 20) One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exPly'.' 6 sheet or GAFGLAS® 480 UltimaBase Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid' Torch Granule, RoofMatch'' APP Modified Granular, Ruberoid® EnergyCap� Torch Granule FR, Ruberoid® EnergyCapTorch Plus FR or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® SBS Heat -Weld` Plus, Ruberoid® SBS Heat - Weld Plus FR, Ruberoid SBS Heat -Weld 170 FR, RuberordEnergyCap- SBS Heat -Weld" Plus FR, Ruberoid® SBS Heat -Weld' Granule, Ruberoid® SBS Heat -Weld'' Smooth and Ruberoid' SBS Heat -Weld' 25 applied according to manufacturer's application instructions. 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. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. GAFGLAS® 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. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gal./sq. Maximum Design Pressure: See Fastening Options 0000 . . .... 0000.. 000.0. .00000 0•0000. 0000.. 0000.. 0000 0000 . . .000 0000 0000.. 00.00. 0 000 .. .. 9 0 0 ...... 0000.. . . . . . .0000. 0000.. 00. 41 .0.... so 0 NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 24 of 29 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. Fire Barrier: FireOufm Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck (optional) Protection or SecurocV Gypsum -Fiber Roof Board. Base sheet: GAFGLAS #80 Ultima TM Base Sheet, GAFGLAS® Stratavent® Eliminator'' Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid' SBS Heat -Weld" Smooth or Ruberoid® SBS Heat-Weldd' 25base sheet mechanically fastened to deck as described below: Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPlyT" 6, GAFGLAS #75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPly"m 6, GAFGLAS® 475 Base Sheet or any of above base sheets attached to deck with Drill-Tec"m 412 Fastener, Drill -Tec"" #14 Fastener or Drill-TecT XHD Fastener and Drill-Tee3" Steel Plate, Drill- TeeAccuTrac'o Flat Plate or Drill-Tec"4 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"m 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 Ultima"m Base Sheet, Ruberoid®20, Ruberoid®Mo� Smooth; • base sheet attached to deck with approved annular ring shank naijsai:d tin japs at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rp'6Vs9' o.c. bdtlle• field.0 9999.. 9 (Maximum Design Pressure —60 psf. See General Limitation#)' • •00000 999. 0000 GAFGLAS® #75 Base Sheet or any of above base sheets attaclzeAt%deck with... Drill-TecT #12 Fastener, Drill-TecT #14 Fastener or Drill-Tec:O fl Fasteaar and Drill -Tec'.' 3" Steel Plate, Drill -Tec"" AccuTrac® Flat Plate ark rill-TecT • AccuTrac® Recessed Plate installed 12" o.c. in 4 rows. One rd'w is i; the 2; $jdq lap. The other rows are equally spaced approximately 9" o.c. inn thief eld of the sheet. 0 * • (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-TecT 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.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 25 of 29 90.0.0 s 9 990000 9999. 99999 9999.. 999999 9999.. 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' XHD Fastener (Continued) and Drill -Tec' 3" Steel Plate, Drill -Teem AccuTrace Flat Plate or Drill-Tec"m AccuTrace Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® F1exPly' 6, GAFGLAS® #80 Ultima Base Sheet, Ruberoid® Mop Smooth or Ruberoid® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Membrane: One or more plies of Ruberoid® Mop Smooth, Ruberoid® Mop 170 FR, Ruberoid® Mop Granule, RoofMatchT' SBS Modified Granular, Ruberoid®Mop Plus Granule, Ruberoid® 20, Ruberoid' 30, Ruberoid® EnergyCap- 30 FR SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR in adhered in a full mopping 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'm SBS Modified Granular, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoid 20, Ruberoid® 30, Ruberoid® EnergyCap'30 FR SBS Membrane, Ruberoid® 30 FR or Ruberoid® Mop FR adhered in MatrixTM 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 4001bs./sq. and 300 lbs./sq. respectively in a flood coat of approved asphalt at 60 lbs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS®EnergyCap'm 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® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used as aprimer 19 o Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB apgliel at 1 to'l 5 gal./sq.0 0000. 0000.. Maximum Design 0000 0000 Pressure: See Fastening Options• 0000 0000 00.00. 0 000 ...... 000 0 0000.. 00 0 0 000 00 0 NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 26 of 29 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 0000.. Membrane Type: APP/SBS Heat Weld Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOut"" Fire Barrier Coating, VersaShieldo Fire -Resistant Roof Deck (optional) Protection or Securock® Gypsum -Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima' Base Sheet, GAFGLAS® Stratavent® Eliminator"" Nailable Venting Base Sheet, Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat-Weldd' Smooth or Ruberoid® SBS Heat -Weld 25 mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® F1exPly"" 6, GAFGLAS® #75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS FlexPly6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"" #12 Fastener, Drill -Tec"" #14 Fastener or Drill -Tec"'' XHD Fastener and Drill -Tec"" 3" Steel Plate, Drill - Tec'. AccuTrac Flat Plate or Drill-Tec'T 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® F1exPly"" 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 Ultima"" Base Sheets, Ruberoid® 20, Ruberoid®�Alpp Smooth,. • base sheet attached to deck with approved annular ring shankrWI%and ti4C4V9 a fastener spacing of 9" o.c. at the 4" lap staggered and in two s4r,9" o.c. in the field. 0000 0000 (Maximum Design Pressure —60 psf. See General Limitation "• • • 000".0 • •"• GAFGLAS® #75 Base Sheet or any of above base sheets attaohe"d.1d deck IA: Drill -Tec" #12 Fastener, Drill -Tec"" #14 Fastener or Drill -Tess: &XI"ID Fastener and Drill-Tec3" Steel Plate, Drill -Tec"" AccuTrac Flat Plate or Drill-T{�;•;" AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One 4)w 0 in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the"field of they sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) — NOA No.: 14-0611.01 MLM14 M CExpiration Date: 11/06/15 �Fmlmm'jvll, Approval Date: 11/06/14 Page 27 of 29 e 0.0"00 Fastening Any of above base sheets attached to deck approved annular ring shank nails and Options: 3" inverted Drill -Tec"" insulation plates at a fastener spacing of 9" o.c. at the 4" (Continued) lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS® 475 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 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf. See General Limitation #7) Ply Sheet: (Optional except over Ruberoid® Mop Smooth, Ruberoid® 20, Ruberoid® SBS Heat -Weld"" Smooth or Ruberoid® SBS Heat -Weld"" 25) One or more plies GAFGLAS® Ply 4 or GAFGLAS' F1exPly"" 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. or Ruberoid® Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid' Torch Granule, RoofMatchT" APP Modified Granular, Ruberoid® EnergyCap"" Torch Granule FR, Ruberoid® EnergyCap"" Torch Plus FR, or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Or One or more plies of Ruberoid® SBS Heat -Weld"" Plus, Ruberoid® SBS Heat - Weld"" Plus FR, Ruberoid® SBS Heat -Weld` 170 FR, Ruberoid® EnergyCap"" SBS Heat -Weld"" Plus FR, Ruberoid® SBS Heat -Weld"" Granule, Ruberoid® SBS Heat -Weld` Smooth and Ruberoid® SBS Heat -Weld"" 25 applied according to manufacturer's application instructions. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of appxQyed asphalt at 60 lbs./sq. ` • • • • • • • + • • 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap"" BsWAineral• • 0000.. Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied%fthin the•EVT •"• • • range and at a rate of 20-40 lbs./sq. 0000 . • • .: 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be usacl'ag apr rimewifh0 9 Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB011gd at 1 t401. �. ,,;,, • gal./sq. 0000.' 0 00000 0000.. Maximum Design • • • . . . . 0000.. Pressure: See Fastening Options00' .10 .0009. ,00 9 • 999 0.6 • NOA No.: 14-0611.01 MAMMDADE COUNTY Expiration Date: 11/06/15 • • • 1 Approval Date: 11/06/14 Page 28 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly ' 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/4" DensDecO Roof Board or ''/z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24 o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt 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 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 8060 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requitemgnt`s of these— areas. hese • • areas. Fastener densities shall be increased for both insulation and base sheet as Cfficutated io... :. compliance with Roofing Application Standard RAS 117. Calculations prepared, Vfdd and teale d by a Florida registered Professional Engineer, Registered Architect, or Registered�oolConsultant (When this limitation is specifically referred within this NOA, General Linfim9n #9 wtvJW be applicable.) 0,000. •.• 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination desi@m shall conform to Roofing Application Standard RAS 111 and applicable wind lvad•ietWirements! 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones,(, C. field, perimeters, and corners). Neither rational analysis, nor extrapolation shallbe pertnittedfor 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 61G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE ■ NOA No.: 14-0611.01 MIAMWMDECOUNiY Expiration Date: 11/06/15 r Approval Date: 11/06/14 Page 29 of 29 0000.. • 0000•• 0000•• 0000. 0000• •••••• 0 • ••000• Page 10 of 55 Tr,FU.R1306 - Roofing Syste=, Base Sheet (Optioaai)- ^ One or more plies Type GI or Type G2 or TYPO 63.y Membrane: — owe plies "RuberoMe Torch" (Smooth or Granule) or "Ruberoid® Torch Granule Plus-' One or r1�- ft2. Surfacing (O toe or " Karnak No. 97" or 0169" applied 6t i to 3 9id/100.0 nr Grundy Ind. "20 F Emulstas" applied ` 3-9aU = 6. Dock, C-15/32 incline: 1/2 - _ _ ass fiber, 86 -in. minimum, Polyisocyanurote, urethane, Perilte/P0lY�Yan0n to � comP, Insui6Noa: — One or more layers pew >� padim/umthane composite, I% -in. minimum. a GI or Type G2 or Type G3. Bap Shot (Optional). — One or moss plies TYP Membrane: — One or more PRO "Ruberatd®Tords" (Smooth Or Granule) or "Rubercid® Torch Granule Plus° or "Ru beroldg Mop" (Smooth or Granule) or °Ruberoid® Mop Plus Granule." Surfsclnot — Gravel. 7. Decla C-15/32 Inclines 1/2 Re, wood fiber, glass fiber, polylsocranurate, Urethane, periite/POWISOWnwate Iasulallon (Optonal)s "One or mote layers Del coyWasite, p~/thane Composite, wood flbodpolylsocYanurate composite. Base Shoats — Two or more plies Type G2 or Type 03. Ply Sheet (Optional)- — One or more plies TYPO G1. Membrane: — one or more plies "Roercld@ Torch" (Smooth or Granule) or "RubaroMM Torch Granule Plus" or °Rhmerotd Mop" (Smooth or Granule) or "Ruberold® Mop Plus Granule.° - sur od mi .- "Kamak No. 97" appy at 1% to 3-gal/IW4e Or gravel. B. Dockh NC Incline: 112 janurate, urethane, periite/PoIYwY�� COM' insutatbah — ohne or more layers perlite, glass fiber, t4-Tn. miMmum polyisocY pedite/uratlaine comPoslte, illi in. n*iMwm. Bat (optiooagh — One or nrore pees Type GI or Type G2 a Type G3. Base She Mernbraase — one or more plies°Ruberofd®Torc h" ( or Granule) or "RnbehT#d® Tom Granule Pills" or °Ruberotd® Mop" (smooth or Granule) or "Ruberatd® Mop Plus Granule." Surfacing- — Grur* OAL me /turninusn Roof Coating" applied at i to 2-gaV180-10. 9. Daola C-15/32 Incline: IJ2 Insulation (optional)y- ^ one or more layers Per(Rem, glass fiber, Wan. minimum, P01Y►socyrurste,compesitsurethane, � /Polyieocyanura� ratihane composite, phenolic, Lys tn. khbnum. "Be Shoots or more PON TYPO 62 ""C'LAS® #75 base Sheet" or "Thi-l�Y® #75 Base Sluet", hot rrupped or mechentcaiiY . fastened in piece' 61 LAs@ " S Pi 60, hotsmopped In MDP PIUS FR.". MiShoot; —mbrane: 0 Rubel Mop 1770 W or nRubomWOMOuat A'i or �b�� M�P�FfV or' to � Surfacino — (Optonal): "GAF Flbered Aluminum CoatfW applied at IWOOV100-R2 or GAF Weather Coat Emulsion' appy at 3- gal/loo•ft2. 10. Deck: C-15/32 Inciine. +h • • • • . . .... ...... 1 anurate cam�te.. • • insulation (optional): — Pergte, fiber giaec, pOlyisocyameate, urethane or or .pl� � Sheet" OMPS d3 "G ;• ®Mineral Sass sheets ^ One or more layers Type G2"GAFG moPl� or mechanically fastened' • • • • • • • *000:0 Surfaced Cap Sheet" or "7Yi-Ply® ��1 Surfaced Cap ' Ply Sheet (Optional): -- One or more plies Tom— ° or'Rub OWS ?n1MW Mop MusTR." :0000: Membraneh — °fWbaroi� M� 170'FR° or "Rvbwr*kW litial FR or °RatseroidO MDP • • • • 0000 • • •••• •••• ••••• Incline. 1/2 •••••• • ••• ••••• 11. Deets C-15/32 • • • • rete �, butt o>iSe� • Insttiation (Optional): ^ Parilte,11W 91895, PO anurate, Urethane or pefllteipohri�cY 149 . . 6 -in. from plywood deck ion. #75 Base sheet" a Type � °t'p�►s®.M�neral • s • •: • Base Sheets — One or more plies Type G2 "GAFGLCap Shea Base Sheet" d r rl-Ply® • • • • • • surfaced Cap Sheet" or "Tri -Ply® Mineral surfaced Cap SheOt°, hot in �ce or rnechanlcaity fastened. . • • . • Ply Shot (optional)- ^ one or more plies Type GI, hot mopped Smooth" or "ltuberOWS Mop Smoo(M3.5°'br "Ruby tt0it�MOP • • •. Mtsrtbraa*I —'one ply °Ruberoid@ Torch Smooth" Or Rubsrold® MDP Smooth pini" or "RubooidW Dual Smooth•" ManlNanet ^One piy'Ruberald® Mop 170 FR" or "Ruberofd® Dual FR" Or °Ruberotd® Mop �" or "RUberold� EnergY�P Mop Pius Fit." 12. Decks NC inclines 1 Insulation (Optional)- — Perste, fiber glass, wood fiber, polyisocyanurata, urethane or DBrNteOP°IYMOGI►an Ty a composite- iC. FG #75 Base Sheer° or Type G3 "GpFGLAS® Mkherai Base Sheet; —One or mora layers Type G2 "GAFGLAS® #7S Base Sheet' or Ml-P1lKS mechanically fastened. Surfaced Cap Sheat" or" frl4W Mineral Surfaced COP hShW1ot mopped hot mopped or Plus Ply chest (Option,)- -" One or more puss Type in ace, Hop Or "Ruberold® EneP'" MOP Membrane: — One ply'RuberofdW Mop 170 FW or °Ruberold® oval FR" or "Ruberai� P .we vwrr%A1 TT% AIL