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RF-15-427Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 537 NE 96 Street 1132060171570 SETH LONG Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell SETH LONG 537 NE 96 Street (301)785-3381 MIAMI SHORES FL 33138- 537 NE 96 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone CODA ROOFING, INC 305-681-1060 of Work: Re Roof ional Info: RE -ROOF TILE AND FLAT kation: Residential ning: 3 Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $15.00 DBPR Fee $4.88 DCA Fee $4.88 Education Surcharge $5.00 Permit Fee - New Roof $325.00 Scanning Fee $9.00 Technology Fee $20.00 Total: $883.76 Valuation: $ 24,820.00 Total Sq Feet: 3650 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -2-16-54610 03/12/2015 Check #: 15445 $ 833.76 $ 50.00 02/26/2015 Check #: 15424 $ 50.00 $ 0.00 Bond #: 2636 Available Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futheore, I authorize the above-named contractor to do the work stated. %, March 12, 2015 Autho�ed Signatute: Owner / Applicant / Contractor / Agent vaM; Building Department Copy March 12, 2015 1 if 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 ✓ROOFING FBCC 201CO W3 Master Permit No. R l _ Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ PLUMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3-3 7,&e ! 6 .S7 Folio/Parcel#: /1.3-2 0 w/ %is 70 Is the Building Historically Designated: Yes �� NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ;OWNER: Namie_(Fee Simple Titleholder)Y -5Q//7 c,.,w ,-PhonE#: Address: S3 % A1F_ ?6 157 ✓ City: M14Pm% Sha err-} State: ;E/ Zip: '33 / 3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: (foOod G0 0 1 r► AI C- . Phone#: Address: � T; 2 r 6 /V '441City: /7/,i1eall State: F/ Zip: Qualifier Name: ,dv State Certification or Registration #: CCL 412-a"45.- Certificate of Competency #: DESIGNER: Architect/Engineer: ne#: Address: City: State: Zip: Va1ue-ofork-far this Pe rmit: $, / . &GC). Square/Linear Footage of Work: Type of Work: ❑ Addition El Alteration [:1 New Repair/ eR place) ❑ Demolition Description of Work: Specify color of color thru tile:, Submittal Fee $. Scanning Fee $ Technology Fee $_ Structural Reviews $ (Revised02/24/2014) Permit Fee $ Radon Fee $ Training/Education Fee $ CCF $_ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ W ' TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approvgd and a reinspectin fee will be charged. Signature k ✓ Signature OWNER or AGENT CONTRACTOR The foregoing instrument w s acknowledged before me this day of� , 20 by Q A� vlt/Y! 01 who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: APPROVED BY MARY L. LOZANO Nobly Public - State 'ot Florida My Comm. Ezplrea Jun 18, 2018 The foregoing instrument was acknowledged before me this d� day of 20 1 "� , by &r V( mAc-, Lo &i 1� w o ' ersonally knowc to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: °hey Notary Public State of Florida $ Vanessa M Rivero My Commission FF 024428 of Expires 06/05/2017 OL Plans Examiner Structural Review (Revised02/24/2014) t4® 1i p6 "Vot l "wut " salwt ,C.I a1 C�d11 ��sJ Zoning Clerk AFFORDING COVERAGE Jima ENDURANCE AMERICAN SPECIALTY INS. CO. i REVISION NUMBER: THIS I$ TO CERTIFYTHAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQt111iEsMENT, 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: TYPE OF INSURANCE POLICY NUMB uwrs A 1 GENERauAwuTY ® COMMERCIAL GENERA(. UAsRM ❑ El CLAmmADE Fe OCCi1R ❑ Y Y CSC100O1689701 08/ZOi1014 08/2012015 EACH0004RRME b 11000.000.00 $ 1001000.00 MED EXP one $ 51000.00 PERsoNal. aaav puluRY $ 1,000,tp!q.00 ❑ GENERAL AGGREGATE b 2.000.50.00 GENT. AGOREGATE UMT APPLIES PER ❑ POLICY ❑❑ L PRODUCTS -C IOP AW $ 2,QDO.Ot o oo $ f LIAEt1U1 Y ❑ ANY AUTO ❑ ALL OVVNED AUTOS ❑ SCHEDULED AUTOS ❑ IHRW AUTOS ❑ NON-OWNWAUTOS ❑ COMBINED SINGLE I.1mrr $ BODH Y 6+LIIRY IPar pmsanj $ BODILY IJURY (Paten t;, b PROPERTY DANIAi3E (p 8 ) $ $ $ n mBRmJAum ❑ ocwR EXCESS UAB ❑ CVJMS MADE EACH INCE $ _ AGGREGAT@ $ ❑ REDI�TBI.E $ b VVORKERS<�TEPi18ATM3N Aif t Oltl�i$' IJAEt11 ITV X. YIN oftn d m ilk lm q 9E8CftIP OPERATIONS bel NIA VVG A El EL EACH ACCOM $ E L DlSE4SEaFA EMPLO $ — I -L DIW -POLICY UNIT $ 02SCRlIrrION OF OPERATIONS I LOCATIONS I VE (Meech ACORD 101, AiMmtal Ret Wks Sdedt l%Ntme space Is OM ROOFING COMPANY. VILLAGE OF MIAMI SHORES 10050 N.E. 2ND. AVE. MIAMI SHORES, FL 33138 FAX: 305.756-8972 ACORD 25 (2MM) OF SHOULD ANY OF THE ABOVE DESCRIEED,POUCIRS BE CANCELLI SWORE THE EXPIRATION DATE TE OP, NOTICE WILL BE DLLNERBD IN ACCORDANCE WITH THE POLICY PROVISIOM MARTA C. CARDENTEY 0 ACORD CODAR-1 OP ID: TH CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 12/17/2014 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(les) 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 Workers Compensation Group P0Box 410 C NTACT Kirby Industries, Inc. PHONE FAx ac Nc F,,,: 561 No• 561-361-1132 Boca Raton, FL 33429-0410 Kirby Industries, Inc. E-MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAIC # INSURERA: Bridgef)eld Employers Ins 10701 iE TO RENTED PREMISES Me oamnence $ INSURED Coda Roofing, Inc. 4678 East 10th Lane INSURER B: PERSONAL B ADV INJURY $ Hialeah, FL 33013 INSURER C: INSURER D: $ INSURER E: AUTOMOBILE INSURER F: COVERAGES CERTIFICATE NUMBER- RFVISION 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 D Village of Miami Shores POLICY NUMBER POLICY EFF MM/DD POLICY EXP MMID LIMITS AUTHORIZED REPRESENTATIVE COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F] OCCUR EACH OCCURRENCE $ iE TO RENTED PREMISES Me oamnence $ MED EXP (My one person) $ PERSONAL B ADV INJURY $ GEN'LAGGREGATE LIMIT APPLIES PER: POLICYF—IJECT PRO- LOC OTHER GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS NON -OWNED HIRED AUTOS AUTOS COMBINED SINGLE LIMIT $ accident BODILY INJURY (Per person) $ BODILY INJURY (Per acddent) $ PROPERTY DAMAGE (Par acddent $ UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER/EXECUTIVE.YfN OFFICER/MEMBER EXCLUDED? F-1 (Mandatory In NH) U desmft under DESCRIPTION OF OPERATIONS below N / A 830.43536 01/01/2015 01/01/2016 PER OTH STATUTE ER E.L. EACH ACCIDENT $ 1,000,D0 E.L. DISEASE - EA EMPLOYEE $ 1,000,00 E.L. DISEASE - POLICY LIMIT $ 1,01310,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101, Additional Remarlm Schedule, may be altachad ff more space is required) Roofing CERTIFICATE HOLDER CANCELLATION MIAMIS3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Miami Shores THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 1 D050 NE 2nd Ave. AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: _ _ ��- �� c—n1A-0-- V4*,L,. ,A Property Address: 5-3 P Xl& �G 57 Roofing Permit Number: Dear Building OfficiI: ,.y W v certifythat I am not required to retrofit the roof to wall connections of m A Y building because: dThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions 994 editig"f the South Flom Building Code (1994 SFBC) Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this 0 day of 001i, Notary Public, Sate of Florida at -:;�� o� PM run 18.2018 ,.,,,,,�.. Comma on # FF 10 S468 When the just valuation of the structure for - ` Ito or more Sian 0,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to all nnection Hurricane Mitigation. Revised on 5/2112009 2-i/�� CIVIL Reileh Engineering Corp. 1 (Consulting Engineer) 2370 S.W. 123 Avenue Miami, Florida 33175-1174 Tel: 305-823-8008 / 305-397-6414 ENGINEER Fax: 305-823-3300 / 305-884-8834 Website: www.reileheng*meer*mg.com ay 21, 2015 Coda Roofing, Inc. 4678 East 10 Lane Hialeah, Florida 33013-2112 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 537 Northeast 96 Street Miami, Florida Information provided by client: Permit Number: RF -2-15-427 Date Completion: May 6, 2015 Roofing Contractor: Coda Roofing, Inc. Project Number: 15-0440 (Testing Laboratory Certificate # 11-0715.04) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of'the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Boral Slate Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof the at the above referenced project meets the test requirement outlined in the above-mentioned protocol. Attached please find a copy of our test report for your review. Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation lamad Sonny Salleh, P.E.49014 ect Manager TILE UPLWr TEST Residential Home 537 Northeast 96 Street Miami, Florida Reilch Engineering Corporation -- Project Number - 15-0440 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 537 Northeast 96 Street Miami, Florida Project Number: 15-0440 Test Number. Test Load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 15-0440 — Page 3 of 5 Test Number Test Load lb Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation -- Project Number - 15-0440 — Page 4 of 5 Test Number Test Load lb Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass Test 1-12 Corner, 13-21 Ridge Caps, 22-39 Perimeter, 40-70 Field Reileh Engineering Corporation -- Project Number - 15-0440 — Page 5 of 5 26 N0t?fH 21 29 69 25 68 70 26 25 24 I2 'o IO 66 64 62 61 65 69 61 46 55' al zz 49 45 40 60 43 42 53 55 48 52 54 59 54 95 39 51 99 m 58 49 1 51 50 2 92 5 � 7 68' NUM6Pf; OF 1 5f Mr MSV - 1000 SP O PIr7Ge CAP 1 51 I.00A110N 51 COPW - 60 SP OwtFIP�n COUP, � 6 128 f'�f;IM�V 171%ANC�, a = 5' MNM5 005 S 15? -0440 p119a CAP 9 COPM, ASA - 3'X 3' APPPDX, POOP 1 5f LOCA110N5 AN17171WN51ON5 1400%46SEMBhIES AND ROOFTOP STRUCTURES Master DA I III "'^ Contractor's Job Address C�dVD FEB 2M Florida Building Code Edition 2010 By; High -Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) } r- (2q Prncass No. ► " ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof 0 Reroofing ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ Recovering ROOF SYSTEM INFORMATION fl Mortar/Adhesive Set Tile ❑ Wood Shingles/Shakes ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF! 05:0 Section B Roo /Plan) `J 6� ( Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of P .... LLJ ® ....•. W0 nLU ••• ; '..' ..�.•• Uj =2 6 •• •• C'� • •• •••i•• • • 1 r� w I • ,,0 • •••••• VV cc I z 0 < 17.0 L Sig 44 n» a BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2014 High -Velocity Hurricane Zone Uniform Permit Application arm. Section C (Lova Slope Application) Surfacing: I �� ` ��(G-74' Fill In specific roof assembly components and Identity manufacturer Fastener Spacing for Anchor/Base Sheet Attachment: (if a component Is not used, identify as "NA") System Manufacturer: Product Approval No.: X13 OW �f Design Wind Pressures, From RAS 128 or Calculations: pi:.' - 8--' P2: 7/ P3• - /Or -o. Max Design Pressure, from the specific Product Approval system:. 57"1 • S W Deck: .Tyke: GaugeRhickness:_ Slope: %, Anchor/Base Sheet & No. of Ply(s): %SSSS AnchorBase eet Fasten onding Materi l: _Y/9' A> 0r- ,vols . Insulation Base Layer: ®% t%/t_ Base insulation Size and Thickness: 01 61L_ BaseInsulation Fastener/Banding Material: Top Insulation Layer: _ Top Insulation Size and Thlokness:/ 6L Top insulation Fastener/Bonding Material- OL Base Sheets) & No. of Pty(s): ,/1 �- Base Sheet Fastener/Bonding Materiae Ply Sheet(s) & No. of Ply(s): Pty Sheet FastenerBondEng iJ�er l. Top Pty: Top Pty Fastener/Bonding Materiel; 2010 FLORIDA BUILDING CODE—BUILDING Field: " oc @ Lap, P Roods -.cc Perimeter: _Y " oc @ Lap, # Rows @ oc Corner: . oo C�? Lap, ;f Roods @ Z" oc Number of Fasteners Per Insulation Board: Field _ ��'�°Corner Illustrate Components Noted and De9ft-as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener -Type, Fastener Spacing or Submit Manufactur- ers Details that Comply with RAS 111 and Chapter 16 '�'VlvIWo%feeaJ .�-Id /16,.l �— I1 --I - r2 ./_ s . r /1 a1ss o„/Ce.? G 'v . 2, 6 1-,,- /! d c - .••• •eee• e. • • • 47000000 • • ••• i • • Roof • • Height ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High -Velocity Hurricane Zone Uniform Permit Application Form. Roof System Manufacturer: Notice of Acceptance Number: Minimum Design Wind Pressures, H Applicable (From RAS 127 or Calculations: _39� J / _ 68 �/ 1: P2: P3: Deck Type: l�/S�� .7�y1,(JUI�C� 1 3 Type Underlayment: ?d pe;2co/ T Roo lope: 12 .. insulation' �) �� • • • • • • • , • . • l=ire Barrier: '' ri(, .... , 000:0 • 00 04 .• • Ridge tlentiialion? Fastener Type & Spacing: �5/ 'Ap dA Adhesive Type: �'"pQ,� '.. • • :0: f -yN Type Cap Sheep: Mean Roof Height: ��• �� Roof Covering: <C S Type & size ,3 .2 Drip Edge: �9 ©c t5.36 .2010 FLORIDA BUILDING CODE -- BUILDING ROOF ASSEMBLIES AND ROOFTOP t3TRUCTURES Florida Building Code Edition 2010 High -Velocity Hurrillans Zoe Uniform Permft AW11cetion Form. Bectlon E ('lle Calculations) ForMoment based die systems, o w=*idtar Method i ort Cmv= the valaes forMr with the vWuw firms Mp If the Mf valves ate greaterthen ar eglmi to the Mr valum for awh am of the roof. than the ilia ettacha m method hs tirxeptebla. / Meftd I "MowAnt Based Ills Calculadow Par RA312r (pt• x iA -J - %Z 44 - mr. a Mat !i ,E- Product Approval Mf /. ��: 6�q''i/x�•3 lj a ��3 . � �.�/a � !,3 �%v Pmd,�t Appraral A�f�,/3 'z.. (Pg r '/ 72%•'3 a . Mg a j l � • t� WWWl�fpprC.4 Mf "37- Method 2'Sbrq>ihW Tile Calculations Per 7" BWW 98911bW MomM sf ROSIM ae floU prom Sbla Maw nmd•m Amwnanl M. •gl" bs Owd 118 001janoSon witb a flu of aunt based Ile systems cudowd by Ore Brawa d County Raoul of Was wul Appeals. FurUpUftbasad t!{esysteats ttsaivleUrod3. CompatedNtevalt�forP'wlth thevehl� forF� IrtlteF'vahiaslmagto a'egoal totheFrval�s, for cach am of ft uoat; than ft tits attachment mstiaod IB eaeapiubte. W&W 3 -Wilt Based 711e Csktllad= Per RAS 127" (pl: x Ia = x w: - - - W: x cm B a Fri Ptoduct Approval V. (p2% x 4 $- x W: _ �- W. x cos B a Fa PAWW Approval it (pg: x G m x w:. 1- W: x acs B a Fag P uaw Appmval jr • •00••• • 00.000 0000 • • 0000 Whom All, requlm i Moment Resk t me' lion PIor?UrM NIS" Rosi "Woo ^� Roof Slope ,� 18 20' 2V 30' 40' 2:12 34.4 88.6 38.2 30.7 42,2 3:12 32.2 34.4 313.8 37A 39 8 4:12 98A 32.2 33.6 36.1 37.8 6:12 28A 30.1 31.6 32.8 34.6 6:12 28A 28.0 28.4 30.8 S2.4 7:112 74.4 28 8 27.1 26.2 30.0 •gl" bs Owd 118 001janoSon witb a flu of aunt based Ile systems cudowd by Ore Brawa d County Raoul of Was wul Appeals. FurUpUftbasad t!{esysteats ttsaivleUrod3. CompatedNtevalt�forP'wlth thevehl� forF� IrtlteF'vahiaslmagto a'egoal totheFrval�s, for cach am of ft uoat; than ft tits attachment mstiaod IB eaeapiubte. W&W 3 -Wilt Based 711e Csktllad= Per RAS 127" (pl: x Ia = x w: - - - W: x cm B a Fri Ptoduct Approval V. (p2% x 4 $- x W: _ �- W. x cos B a Fa PAWW Approval it (pg: x G m x w:. 1- W: x acs B a Fag P uaw Appmval jr • •00••• • 00.000 0000 • • 0000 •••6 0000 •• • •• • •• • 0 •0 0000 66 • • •• 6660•• • 0 •• • 0 • 0• • 000.00 6 • • 00000• •0660• • • •666• • • •666• •6666• • • 0 •0000• •6060• 2010 FLORIDA BUILDING CODE -- BUILDING 16417 Whom •0• to obtain Information • • lion PIor?UrM so WIVT" larbpansoxinwing bYPEboU ouXA7 Piasssm Meeh RoafEiaigtu Cd Job Site i • • • Roof Ship & Job Situ Aerolytmnda Mpltip1w d Pmthlet Approval Restoring Moment doe w 0mvity M Puoduct Approval Attachment Resistance Mf Ptodttat Approval RaquIOM Momelu ltubtenee i CabnWW Kinimuin Attahmm itesismmce F, iPmduao Approval Requlwd UpIft Rasisisnsa Fr t Calculated Average Thio Welght w Product Appmvah lila Dimensloas ,,_length W a whdih Produnt Approval All calculations umst he submitted to do building af&W at the dna of pcook applicatim •••6 0000 •• • •• • •• • 0 •0 0000 66 • • •• 6660•• • 0 •• • 0 • 0• • 000.00 6 • • 00000• •0660• • • •666• • • •666• •6666• • • 0 •0000• •6060• 2010 FLORIDA BUILDING CODE -- BUILDING 16417 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 cont ctor. The owner's initial in the adjacent box indicates that the item has been explained. �v 1. Aesthetics -Workmanship: The workmanship provisions of Section R4402 are for the purpose of providing 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. X 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to rem ving the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 1( 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can a viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. This provides the option of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may 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 e; i+d". upXthe original roofing system is removed. Ponding conditions should be corrected. 0 a•••• .. • • �( —6. Overflow scuppers (wall outlets): It is required that rainwater flow off so4hatttte roofls nbt overloaded from a build up of water. Perimeter/edge walls or other roof extensions may ble&IMs discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install ovgMW scuppth% in* - 69 accpgdance with the requirements of Sections R4402, R4403 and 134413. 0000.. 0000 0 0 �( 7. Ventilation: Most roof structures should have some ability to vent natural difflow through the •9669 interior of the structural assembly (the building itself). The existing amount of attic vent�atio�n shall npt be. reduced. It may be beneficial to consider additional venting which can result in extendin6the %ervice Wdr the roof. 9 6 ... Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting entinJsha otbe required. 7 7 's/Agent's Signature Date 53 %NF- 470 AT Property Address Permit Number 0000.. 0960•• • .0000. 00000 00000 000000 .609.9 0000.. MIAMNDADE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF 1361 Alps Road Wayne, NJ 07470 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786)315-2590 F (786) 31525-99 waw w.miamidade.Qor/economa 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 loge! cii, stat4'dpd'. following statement: "Miami -Dade County Product Control Approved", unless otherwise flQ*ti`herein. 000000 RENEWAL of this NOA shall be considered after a renewal application has been filed qit&ftre hasVec w 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 revistn or ch&Tge in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as W&Mrsement of pny product, for sales, advertising or any other purposes shall automatically terminate this NO'A. Failure tvempty with any section of this NOA shall be cause for termination and removal of NOA. :0000: e • 0 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 13-0424.14 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. , �J NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 1 of 29 Gage.. G 0 •••G 0e .0000. .0:00 0 .000.0 .8000. 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 Descrintion Matrix's 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold -applied Membrane Adhesive adhesive for modified bitumen roof systems. GAFGLAS® #75 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 (1 meter) Wide surfaced with mineral granules. GAFGLAS® EnergyCap'm 39.37' ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (l meter) Wide surfaced with mineral granules with Sheet factory applied EnergyCotesees • GAFGLAS® Stratavento 39.37' ASTM D4897 Fiberglass base sheet Qoate$.on both• •sides Eliminator'.' Perforated (1 meter) Wide with asphalt. Surfaced on the bottojn StV Venting Base Sheet with mineral granules : o so 0c0 in asphaltic coating with fgrtcty • • • perforations. 00008 • • • GAFGLAS® Stratavene 39.37" ASTM D4897 A nailable, fiberglass bas sftet cogtb%dn Eliminator's Perforated (I meter) Wide both sides with asphalt Surfaced on We • Nailable Venting Base bottom side with mine&l049ules Sheet embedded in asphaltic 0coati ng. ; • ... • Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester rnjtoco4�ed with ... Heat -Weld's Smooth (1 meter) Wide polymer -modified asphalt and smoo%•0 surfaced. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with Heat -Weld Granule (1 meter) Wide polymer -modified asphalt and surfaced with mineral granules. RoofMatch's 107 sq. ft. ASTM D6164 Non -woven polyester mat coated with SBS Modified Granular (9.9 m2) SBS polymer -modified asphalt and surfaced with colored mineral granules. Ruberoid® SBS 39.37" ASTM D6164 Non -woven polyester mat coated with fire Heat -Weld' 170 FR (1 meter) Wide retardant polymer -modified asphalt and surfaced with mineral granules. NOA No.: 14-0611.01 MIAMIDADECOUNTY Expiration Date: 11/06/15 • Approval Date: 11/06/14 Page 2 of 29 ••e•ee • •SOe0 0000.. e •seeee Test Product Product Dimensions Specification Description Ruberoid® SBS 39.37' ASTM D6164 Non-woven polyester mat coated with Heat-Weld"" Plus (I 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 136164 Non-woven polyester mat coated with fire SBS Heat-Weld"` 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 (I meter) Wide polymer-modified asphalt and surfaced with mineral granules. Ruberoid® Mop 170FR 39.37' ASTM D6164 Non-woven polyester mat coated with fire (I meter) Wide retardant polymer modified asphalt and surfaced with mineral granules. Ruberoid® Mop FR 39.37' ASTM D6164 Non-woven polyester mat coated with Are (I meter) Wide retardant polymer-modified.asphalf and o * surfaced with mineral gsanules. ; • • . Ruberoid® Torch Smooth 39.37' ASTM D6222 • Non-woven polyester gnat pated vAth " (1 meter) Wide APP modified asphalt MQVAboth • eeee • • surfaced. e • • .. Ruberoid® Torch Granule 39.37' ASTM D6222 Non-woven polyester mat coated witt... (I meter) Wide APP modified asphalt 40 0 0 06 surfaced with mineral fravulw ' • RuberoieEnergyCap- 39.37' ASTM D6222 APP modified cap men:brane with a Mgo. Torch Granule FR (I meter) Wide grade bottom surface aid apiperal ' granular top surface coattfl with factory• applied EnergyCote"°. • Ruberoie EnergyCap- 39.37' ASTM D6222 APP modified cap membrane with a torch Torch Granule Plus FR (1 meter) Wide grade bottom surface and a mineral granular top surface coated with factory applied EnergyCoteT . RoofMatch'm 107 sq. ft. ASTM D6222 Non-woven polyester mat coated with APP Modified Granular (9.9 m2) APP polymer-modified asphalt and surfaced with colored mineral granules. Ruberoid® Torch FR 1 meter ASTM D6222 Non-woven polyester mat, coated with fire (39.37") Wide retardant asphalt modified bitumen membrane with granule surface. NOA No.: 14-0611.01 ►atar�ecouNrr Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 3 of 29 ••e•ee • •SOe0 0000.. e •seeee NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 4 of 29 Test Product Product Dimensions Specification Description Ruberoid®20 1 meter ASTM 136163 SBS modified asphalt base sheet reinforce (39.37") Wide with a glass fiber mat. Ruberoid®30 1 meter ASTM D6163 Non -woven fiberglass mat coated with (39.37") Wide polymer modified asphalt and surfaced with mineral granules. Ruberoid® 30 FR I meter ASTM D6163 Non -woven fiberglass mat coated with fire (39.37") Wide retardant, polymer -modified asphalt and surfaced with mineral granules. RuberoieEnergyCap- 30 1 meter ASTM D6163 Non -woven fiberglass mat coated with fire FR SBS Membrane (39.37") Wide retardant, polymer -modified asphalt and surfaced with mineral granules and with factory applied EnergyCote. Ruberoid® Dual FR 39.37" (1 meter) ASTM D6162 Non -woven polyester and fiberglass mat Wide coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. Topcoat® Elastomeric 1, 5 or 55 gallons ASTM D6083 An acrylic, water based elastomeric Roofing Membrane membrane system designed to protect various types of roofing surfaces. Topcoat® MB Plus 5 or 55 gallons Proprietary Water based, low VOC primer used to block asphalt bleed -through. Topcoat® 5 gallons ASTM D6083 Solvent based sprayable thermoplastic Surface Seal SB rubber sealant designed to protect and restore aged roof surfaces and to increase a roofs reflectivity. FireOut7 Fire Barrier 5, 55 gallons Proprietary Low VOC, water-based fire barrier. • • • • • Coating coating. • •"' VersaShieie 42" x 100' rolls ASTM D226 • Non -Asphaltic, fire resiMntTibergiass- • • Fire -Resistant Roof Deck based underlayment. Protection • • • • • • ...... .... • • see • ••• •• • • . • so 0 NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 4 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: FireOut"" Fire Barrier Coating, VersaShielde Fire -Resistant Roof Deck (optional) Protection or Securocka' Gypsum -Fiber Roof Board. Base sheet: GAFGLASe 4180 Ultima "" Base Sheet, GAFGLAS® Stratavene Eliminator"" Nailable Venting Base Sheet, Ruberoid 20, Ruberoide SBS Heat -Weld"" Smooth or Ruberoide SBS Heat -Weld' 25 base sheet 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® F1exPly1" 6, 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'.m 3" Steel Plate, Drill - Tec" AccuTrace Flat Plate or Drill -Tec"' AccuTraco 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) 0000 GAFGLAS® F1exPly"" 6, GAFGLAS® #75 Base Sheet or any of a bov% base *fleets.' attached to deck with approved annular ring shank nails and tin &4p•5'at;a fastener • spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. is As; field. • • • • (Maximum Design Pressure —52.5 psf. See General Limitation #17�: • • .606 •• • GAFGLAS®#80 Ultima"" Base Sheet, Ruberoid®20, Ruberoid® IjpA Sfnoothp 09o" base sheet attached to deck with approved annular ring shank nai6a%& tin cape& *. • • a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 90 .c. in tile field. .6666• • (Maximum Design Pressure —60 psf. See General Limitation #7) • • • • • • 0 . GAFGLAS' #75 Base Sheet or any of above base sheets attached tetieck with.' Drill -Tec"" #12 Fastener, Drill -Tec"' #14 Fastener or Drill -Tec"° XHD Fastener' 0 and Drill -Tec"" 3" Steel Plate, Drill -Tec"" AccuTrace Flat Plate or Drill -Tec"" AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf. See General Limitation #7) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec"` insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf. See General Limitation #7) NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 25 of 29 0.60.0 0 0000.. 0000. 0000. 0000.. ..600. 6666*. . 0 Fastening GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Options: Drill -Tec' #12 Fastener, Drill-Tec"m #14 Fastener or Drill -Tec"" XHD Fastener (Continued) and Drill-Tec3" Steel Plate, Drill -Tec' AccuTrace 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) Ply Sheet: (Optional) One or more plies GAFGLAS® Ply 4, GAFGLAS® FlexPlyTM 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, RoofMatch� SBS Modified Granular, RuberoideMop Plus Granule, Ruberoide20, Ruberoid 30, RuberoidoEnergyCap' 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-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. I . Gravel or slag applied at 400 lbs./sq. and 300 lbs./sq. respectively in a flood coat of approve a* • asphalt at 60 lbs./sq. • goes** 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap BUR Mineral • �. • *Goo:* Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied i bItlie EVT range and at a rate of 20-40 lbs./sq.• � • 3. Topcoat® Elastomeric Roofing Membrane, Topcoat® MB Plus (to be used asp a }Kutner with • • ":' • . Topcoat® Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applia n;l to 1,50;0. •sees gal./sq. .... .. • • • • � Maximum Design ...... •sass• Pressure: See Fastening Options000000 • • • • • • •s• 00 0 NOA No.: 14-0611.01 Expiration Date: 11/06/15 Approval Date: 11/06/14 Page 26 of 29 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® F1exPly Tm 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum '/" DensDecke Roof Board or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I . Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 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 lbf., 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 Florl'da lkegisterep. •„ Engineer, Architect, or Registered Roof Consultant maybe submitted. Said revised fastener sp&nA' shall utilize the withdrawal resistance value taken from Testing Application Standards TWS 105 anti 6009 •• • Roofing Application Standard RAS 117. 0 0 • • • calculations in compliance with Roo 0 90 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirement hof these 0666 areas. Fastener densities shall be increased for both insulation and base sheet as c4pta pd in '..' compliance with Roofing Application Standard RAS 117. Calculations prepared, signAdaad sealed • by a Florida registered Professional Engineer, Registered Architect, or Registered Rboftcinsultag• •;. (When this limitation is specifically referred within this NOA, General Limitation #9•will nbt be applicable.) • • ' .' : • 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs • shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended 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 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 14-0611.01 MIAMMDADECOUMY Expiration Date: 11/06/15 • Approval Date: 11/06/14 Page 29 of 29 6666.. e • •909•• 6666+ 6066.. • 6666.. 0000•• T'GFU.R1306 - Roofing Systems BUILDING MATERIALS CORP OF AMERICA, DBA GAF 1361 ALPS RD WAYNE, N) 07470 USA Page 1 of 2 R1306 "Ruberold@ 20" or "RuberoldS 20 HT" or "Ruberoid@ Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets In any of the following Classifications. 'A -In. thick (minimum) gypsum board or Vh-In. thick (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard," 'DensDeck Prime.@ Roofboard" or "DensDeck DuraGuerd' Roofboard" may be used In any existing noncombustible deck Classification. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints In the gypsum board and Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard," "DensDeck Prime@ Roofboard" or 'DensDeck DuraGuard- Roofboard" are to offset a minimum of 6 -In. with the butt joints in the roof deck. If polystyrene is part of the roof system, It must be placed below the overiayment board. Multiple piles of "GAFGLAS@ Ply 4" or'Tri-Piyt@ Ply 4" or 'Tri -Ply@ Ply 6" may be adhered to Georgia-Pacific Gypsum LLC "DensDeck @ Roofboard," 'DensDeck Prime@ Roofboard" or "DensDeck DuraGuardTM Roofboard" In hot roofing asphalt. "EnergyGuard- Ultra" is an acceptable alternate to "EnergyGuardTM RF" in any applicable Classification. "GAF Sb*avent@ Ellminato0l Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. "GAFGLAS@ Periite Insulation" may be utilized as a cover board over "EnergyGuard— RF" insulation in any of the following systems. Unless otherwise Indicated, the roof insulation Is mechanically fastened, adhered with hot mopping asphalt or UL Classified urethane Insulation adhesive. Polystyrene referenced in any of the following Classifications include "EnergyGuard" EPS Insulation". Unless otherwise indicated, all insulations may be adhered with any UL Classified Insulation Adhesive per the manufacturer's installation instructions (excluding LRF Adhesive 0) In any applicable Non -Combustible Roof Deck Classifications. References to glass fiber insulation include "EnergyGuard Fiberglass Insulation". "EnergyGuardTM Tapered" is an acceptable alternate to "EnergyGuardTM" in any applicable Classification. HALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet", or "GAFGLAS@ #BO ULTIMA") Is a suitable ,l alternate for Type G1 asphalt glass fiber ply sheet ("GAFGLAS@ Ply 4" or 'Tri -Ply® Ply 40, or "GAFGLAS@ Ply 6") in the Class A, B or C roof •,Fr e • 0000•• The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet "GAF Stratavent@ HlminatJDd VenVngBast! • • • "GAF • w • • Sheet (Perforated)" or Stratavent@ Etimfnator— Venting Base Sheet (Nailable) " Perforated base sheets to be loose lai� grrfVgV adher�wft6 • • • • • hot roofing asphalt and naliable base sheets are to be mechanically attached granule side down. • r • 00000• • •r•C•• As an Option Type G2 asphalt glass mat base sheet ("GAFGLAS@ #75 Base Sheet" or 'Tri -Ply@ #75 Base Sheet" or "GAfG #AD ULTIMO or• • • GAF Stratavent@ Eliminator' Venting Base Sheet (Naliable)" may be -substituted for Type G1 asphalt glass fiber ply sheet(16Z@ Ply 41` or • • 0 • • • • • • "Tri -Ply@ Ply 4" or "GAFGLAS@ Ply 6") as the nailed base ply in the following systems. ••r• • • • • • 600066 • • •rr• � 0000•• Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. • • • • • Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. • • • • 0• ♦ r • "GAFGLAS@ Flashing" or "Ruberold®" may be used for flashing in any of the Class A, B or C systems listed below, r • • 0 • • • • ° • •• r When "perlite" is referenced, this includes "GAFTEMP PERMALITE@" or any other UL Classified perllte insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck In the following Class A, B or C systems listed over C-15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of 1h -in, minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene insulation board between minimum 814 -in. thick pertlte board and deck with rosin paper (perlite/rosin paper/polystyrene/periite) Is a suitable alternate for polyisocyanurate board in the following Class A, B or C systems. http:/idatabase.ul.com/cgi-bin/XY V/templatelLISEXTl1 FRAME/showpage.html?name=T... 8/21/2013 TGFUA1306 - Roofing Systems Page 2 of 2 "EnergyGuard— RA" or "Tapered EnergyGuardTM RA" or "EnergyGuard- Composite RA" may be substituted for any Atlas Roofing Corp. polyisocyanurate insulation in any of the following Classifications. Trumbull "Perna Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLASO #80 Premium Base Sheet" may be used in any of the following systems. "GAFGLASO Flex Ply 6" and "Tri -Ply@ Ultra -Flexible Ply 6" are suitable afternates to "GAFGLASO Ply 6". "GAFTEMP Permallte Recover Board" may be used in lieu of any perlite Insulation in any of the followingNCClassifications. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2% to 3-gaU100- ft2. "Ruberold(& Dual Smooth" may be used as an alternate to °Ruberoid® Mop Smooth" or "Ruberolft 20" or °Ruberold@ 20 HT" "Ruberoid® Mop Smooth 1.5" may be used as an alternate to "Ruberoldg Mop Smooth" Claes A, 8 and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberdd(& Heat Weld" SBS roofing membrane may be used In lieu of "Ruberold@ Mop" SBS products In any applicable Classification. 1. back: C-15/32 Class A Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polylsocyanurate composite or phenolic, any thickness. Ply Sheer — Three or more plies Type G1 or "GAFGLASO Ply 4" or "Tri-PIy® Ply 4" or "GAFGLASO Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck C-15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perilte/polylsocyanurate composite or perlite/umthane composite or wood fiber/polyisocyanurabe composite or phenolic, any thickness, Ply Sheet: — Three or more plies Type G1 or "GAFGLAS!& Ply 4" or " rN-PIy® Pry 4" or "GAFGLASO Ply 6". 0000 Cap Sheet: — One.ply Type G3 "GAFGLASS Mineral Surfaced Cap Sheet" or °Tri-PIy@ Mineral Surfaced Cap Sheet " or "GAFGLANO • EnergyCap— BUR Mineral Surfaced Cap Sheet." 0 • • • • • • • • • • 3. Deck: NC Incline: 2 000000 0 • • • 000.0• • Insulation (Optional): — One or more layers periite, wood fiber, glass fiber, polyisocyanurate, urethane, peril lyle cyanurar . • 0 composite, perlite(urethane composite, wood f ber/polylsocyanurate composite, phenolic, 2 -in. maximum. 0000 • •• Ply Sheet: —Two or more piles Type GI °GAFGLAS® Ply 4°, "Tri-PIy® Ply 4" or "GAFGLASO Ply 6". Cap Shaer — One ply Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Trl-Pty® Mineral Surfaced Cap ShL#eE"bT •�IFGLASr • • • EnergyCap^ BUR Mineral Surfaced Cap Sheet." 09 � � V Decks C-15/32 Incline: 1 • • • • • • • • • • 0000•• Slip Sheat (Optional): — Rai rosin paper, nailed to deck. • • • Insulations (Optlonal)s — Any thickness periite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered• of � e OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheetz -- One ply Type G2 "GAFGLASO #7S Base Sheet" or'Tri-PIy® #75 Base Sheet" (may be nailed). Ply Sheeb — One or more plies Type G1 "GAFGLAS® Ply 4" or "Tri-Piy(& Ply 4" or GAFGLAS@ Ply 6". Cap Sheet~ — One ply Type G3 "GAFGIAS® Mineral Surfaced Cap Sheet" or "Tri-PIy(& Mineral Surfaced Cap Sheet" or "GAFGLAS® EnergyCap^' BUR Mineral Surfaced Cap Sheet." Surfacing (Optional)- —'TOPCOAT® EnergyCote-I applied at a rate of 2-gal/100-fix. S. Decks NC Indine: 3 http://database.ul.camlegi-binlXWltemplatelLISEXT11FRAMElshowpage.html?name=T... 8/21/2013 0000•• • • • 0000•• 0000• 0000• 0000•• • 0000•• 0000•• IM1AM DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NO 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.gov/econom 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: Saxony 900 Concrete Roof Tile 6666 . �. 6666 ....*. LABELING. Each unit shall bear a permanent label with the manufacturers name or logo,.q�*, state alV following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.,, 0 x 0 0 ; 690000 699969 • 6666.. RENEWAL of this NOA shall be considered after a renewal application has been filed and pmobas bull Flo*change* • in the applicable building code negatively affecting the performance of this product. • . 6666.. 6666 6666. 6666 .. ....�. TERMINATION of this NOA will occur after the expiration date or if there has been a revWwa tx change in the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endo sement of au ploduct, • •"" for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to coMly with any section....: of this NOA shall be cause for termination and removal of NOA. so "' • 69 9 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 No. 12-0222.03 and consists of pages 1 through 10. The submitted documentation was reviewed by Alex Tigera. APPROYED NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 1 of 10 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 -Slate 1= 17" TAS 112 Flat profile, interlocking, high-pressure w = 13" extruded concrete roof tile equipped with thickness = 1-5/32" two nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Saxony 900 -Split 1= 17" TAS 112 Flat profile, interlocking, high-pressure Shake w = 13" extruded concrete roof tile equipped with thickness = 1-9/32" two nail holes. For direct de c1-oi•bittened nail -on, mortar sqt oraghesiveSbr• 0009:9 applications. Top%1hrf1'be ava:fable in 4 . different configuM't (W . . ...... • :0990: 1. Complete til ' Crushed, • • 2. Right half "§hed (s**u if 1 68:906 drawing)...... .... .. • • • 3. Left half bsushed • • 0 • • • • ; • 4. No brush• • • • • • • ' • Saxony 900 -Shake 1= 17" TAS 112 . Flat profile, interl�ckigg0666:0 • •, high;'�%§11re .. w = 13" extruded concrete"gOMe equippod with • thickness = 1-9/32" two nail holes. For direct deck ertAened nail -on, mortar set or adhesive set applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 2 of 10 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL. 2.2 EVIDENCE SUBMITTED: Test Agenev Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Test Identifier 7161-03 Appendix III 94-084 94-060A 25-7183-6 25-7183-5 25-7214-1 25-7214-5 7161-03 Appendix I1 Letter Dated Aug. 1, 1994 P0631-01 P0402 Project No. 307025 Test #MDC -77 RI.894 R2.894 R3.894 520109-1 520111-4 520191-1 Test Name/Report Static Uplift Testing TAS 102 & TAS 102(A) Static Uplift Testing TAS 101 (Mortar Set) Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing TAS 102 (l Quik -Drive Screw, Direct Deck) Static Uplift Testing TAS 102 (I Quik -Drive Screw, Battens) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Nail -On) Wind Tunnel Testing TAS 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain TAS 100 Physical Properties TAS 112 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Date Dec. 1991 May 1994 March, 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 000• 0 0 • 0 0000 • .• • .. • Dec.199,1 •00• 0• 0• ' 0 • 0 •' Aug of 99`1' 0 90:66: 000:00 • • • • July 1994 00e0.0 • .. • • Sept. V99-30 • • 00 0 Oct. 1994 Aug. 1994 Dec. 1998 March 1999 0.0000 .0.00• 0 NOA No.: 13-0723.05 Mu►�N�e C = Expiration Date: 04/26/17 JAPPROVEApproval Date: 09/26/13 Page 3 of 10 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 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers January 2007 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to February 2007 Gravity Nutting Engineers 130 TAS 112 January 2007 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 underlayments 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 the applicable Building Code. • • •' • • 9999 9999•• • • • 6 •9 • • 9.0.68 • •• 9999•• • • • 99999• • 996.96 0090 60 6 • • 0 6 0 9. • 9.69 • 99 9.969 ••6999 0999 99689 60 •9 6• 6 9696.9 •699•• • • • • • • • • • • ••666• •69669 0 6 • 9 • • • • 6.6.9 00 9 • 690 9 • • • NOA No.: 13-0723.05 JAPPROVEDI— _AMIAMNDAQE COUNTY Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 4 of 10 4. INSTALLATION 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (lbf) Length4 (ft) Width -w (ft) Saxony 900 Slate, Shake & Split Shake 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - I (ft) Tile % (ft) '% (ft) Profile Batten Application Direct Deck Application Monierl-ifetile Saxony 900 0.289 0.313 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile 2"•12" 3"•12" 4"•12" 6"•12" 6"•12" 7'•12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Slate, Shake & sees Split •0000 1 004 Shake ••• •• • - • • 000.0• • •0000• 0000 0000•• 0000•• WWI s•• 0000•• 0000• 0000• 0000•• • • • 0000•• 0000•• NOA No.: 13-0723.05 Mt,�4htanaoeC2uNrir Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 5 of 10 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) -� Battens Saxony 900 Slate, Shake & Split 2-10d Ring Shank Nails 30.9 38.1 17.2 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 48 Screw 30.8 30.8 18.2 2 18 Screws 51.7 51.7 " 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 18.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile MonierLifetile Saxony 900 Slate, Shake &.Split Shake Resistance MonierLifetile Saxony 900 Adhesive 31.3 Slate, Shake & Split Shake 3 Large paddy placement of 45 grams of Pol ProTM. • • • • • • • 9 1 See manufactures component approval for installation requirements. • • • • 2 Dow Chemical TileBond Average weight per patty 13.9 grams. • • • • • Polyfoam Product Inc. Average wei ht per patty 8 grams. ' ' ' --il 000900 • 90 • • • 0000.. Table 6: Attachment Resistance Expressed as a Moment - Mf ¢fte"M 9 % for Single Patty Adhesive Set Systems .""• :.. '• 0• • 0000 .. Tile Profile Tile Tile Application Mwmmmm Attach"ent •• • • • •ResistaACe • 00 MonierLifetile Saxony 900 Slate, Shake &.Split Shake Application Pol5doarn Pol ProT""• • ;118.9 . •• Polyfoam Pol ProTm 0 40.460096 • 3 Large paddy placement of 45 grams of Pol ProTM. • • • • • • • 9 4 Medium paddy placement of 24 grams of Pol ProTm. ' Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Minimum Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate, Shake & Split Shake 5. Tile-Tite Roof Tile Mortar NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 6 of 10 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 SAXONY 900 TILES (LAKE WALES FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQummENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 13-0723.05 MIAM4DADE COUNTY • Expiration Date: 04/26/17 �GMMApproval Date: 09/26/13 Page 7 of 10 • • 0000 0000•• • • • • • • • • 0000•• • •• 0000•• 0000•• • •0006• 0000 •• • • • • 000000 • • • 0000 • •• 6.060 ••••0• 0000 060•• • 60.0•• • to • • • ••••0• • 00•••6 • • • • • 00 0 0 goo • • 0 0 NOA No.: 13-0723.05 MIAM4DADE COUNTY • Expiration Date: 04/26/17 �GMMApproval Date: 09/26/13 Page 7 of 10 NAIL HOLES R 5/32 " (Slate) COVERLOCK NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 0000 UNDERLOCK ' � sees •••••• • •� • • SAXONY 900 - SLATE . • • : • • . 9000 . • .. • • 0000..a • 0000..• ease a• . . • es•. . .. 00.00 ....•e 0000 •...• • ..•••• • • e • ••••s• •.sees • 0 • • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 8 of 10 IM. "100,030W 1-9/32 " (Shake) Note: Available Top Surface Finishes 5. Complete tile brushed S. Right half brushed (shown in drawing) 7. Left half brushed G,,, B. No brush` 0000 0000•0 • , •• • 99 • • •04.00 • •• •0000• SAXONY SPLIT SHAKE 000009 • 700 - 000000 0000 •4 • • • •99• • • • • •• 0000• 99.00• 04••00 0000• 00 00 • ••99•••• • • 9 • • • • • 0000•• 99.409 •• • • 999 • • •• • NOA No.: 13-0723.05 0'M Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 9 of 10 NAIL HOLES rN SAXOW 900- SHAKE END OF THIS ACCEPTANCE 1-9/32 " (Shake) 7 NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 s• • NOA No.: 13-0723.05 Expiration Date: 04/26/17 Approval Date: 09/26/13 Page 10 of 10 M IA►M IA 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) wvww.miamid ade.QoL/eeonomy 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 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: 3MTM 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 following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.:• • • • • e s Gooses •e . 00 e • 0 e RENEWAL of this NOA shall be considered after a renewal application has been filed and UICVhas Bien ho change 0000 in the applicable building code negatively affecting the performance of this product. 000000 0Goose s 0000 00 e • e GG.G, • 0e 06.00 TERMINATION of this NOA will occur after the expiration date or if there has been aGreev1liQn or cbgVge in thes.ee` materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorr.~ of anyepfbcruct, for• • • • • sales, advertising or any other purposes shall automatically terminate this NOA. Failure to cpBplfe�with any section of • G this NOA shall be cause for termination and removal of NOA. • • • off**: e e e • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florfda, Ind folJ54Tby the e expiration .date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall lie 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 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 14-0805.01 MIAMhDADE COUNTY Expiration Date: 05/10/17 JAPPROYED! 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 -1 60. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2 -Component N/A Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A RTF1000 ProPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment 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 adhesiy e. • - * • * ' MANUFACTURING LOCATION: • 1. Tomball, TX. • • • •••• • •• PHYSICAL PROPERTIES: 00:66: •••• Property Test Results • 0. Density ASTM D 1622 1.6lbs ./ft.3 ; • • ; . Compressive Strength ASTM D 1621 18 PSI Parallel to rise ' 12 PSI Perpendicular to rise " .' :' Tensile Strength ASTM D 1623 28 PSI Parallel to rise so • 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 @158 F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMMADE C NOA No.: 14-0805.01 tR]]37 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Reyort Date Center for Applied Engineering 494-060 TAS 101 04/08/94 257818-1 PA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589-631 ASTM D 1623 02/01/94 Polymers Division 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 520109-6 • • 520109-7 �•�••� �� ••••� 520191-1 TAS 101 •,��,• Q3f02499 ;••••; 520109-2-1' .... . .. ..... ...... .... ..... LIMITATIONS: .. .. .. . ...... 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Asser4blyf t fire ratings ....:. 2. 3M' 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, law, d1 high til profiles. :sees: 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. '..' 4. Roof Tile manufactures acquiring acceptance for the use of 3W 2 -Component Foam Roof Tile Adhesive AH - 160 roof file 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 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 the 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 RTFI000 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 placeirle .noted herein. ' 0000•• •e•• 0000•• • 0000•• 0000•• • •0000• 0000•• • • NOA No.: 14-0805.01 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 Area Weight Eave Course - Flat, Low, High •• • • 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 43 Two Paddys: 8-9 sq. inches at 12 grams per paddy •• •• head of tile 9-11 sq. inches at •••••• overlap Two -Piece Barrel (Cap Tile) Two Piece 2 Beads (1 each longitudinal 17 grams per bead • • edge) 20-25 sq. inches each •••••• •••••• bead Two Piece Barrel (Pan Tile) j 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. NOA No.: 14-0805.01 APPROVED I MIAMNDAD6 COUNT1f Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 •••• MIAMI•DADE COUNITY • • •• • •• • • • • • • • • • • • • • • • • BUILDING PERMIT REQummENTS • As required by the Building Official or applicable building code in order to properly evaluatedit ifatallatf©t oftbis • system. ""• • • • • • • •••••• •••• ••••• • • • • • •• •• •• • •••••• • • • • • •••••• •••••• • • • NOA No.: 14-0805.01 APPROVED I MIAMNDAD6 COUNT1f Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 bwkm i#'raavpm*d Ak Off4meh M"em -n rew 2 � MN M03 1. APPROVED] Flat/Low Profile Tile I . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x l" (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 cm2) — 23 (148.4 cm2) 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. 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." O Y •••• •••••• • •••••• • • • • • •••• • •• ••••• High Profile / Single Pan Td& • • • • • • • • • • • • • • • • •• a• •• • •••••• 1. Starting at the eave courle'rfoy a minirflum 2" ' • (50.8 mm) x 10" (254 mtn) x 1" (25.4 "foam •' •' • . paddy onto the underlaylnent positioned as shower .•..• under the pan portion ofAe til; closej1;t*}je 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. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 Orben 1gkglt R pp eroi v " } wR12 6e�vttaeu�a '� �' APPROYEDi 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 of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) —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 I" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib closest to the overlock of the the being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) -12 (77.4 cm) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile I . Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x l" (25.4 mm) foam paddy onto the underlayment positioned as shoVp qnder the pan portion of the file closgt to jhe ovetlp LNthe ...... tile being set. Insure approll WAtesy 17 (d09.1 cm) 23 (148.4 cm) square inch.adhw4ve coltA6 with tha • • • • underside of the tile. 696:06 0• 2. At the second course, apply I.'Y Hmum'2" M.8mmj':". x 7 (177.8 mm) x 1 (25.4'M jtoam pg ( onto the • • underlayment positioned a shown under tai& pan • portion of the tile closest tathe+oterlockof tyle tile ...... being set. • **see 3. Continue in same manner. Insure approNnAek 12" (77.4 cm2) - 14 (90.3 cm) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) lYl� Y.... . . J APPROVED; 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 cm2) 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 the closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) - 19 (122.6 cm2) 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 Goes . 0 . . G..s 06699.99 •6 a . 6 0 ..6.06 0.. ...... 699000 .0000.. . G . .... . .. ..... ...9960. 00:0 99990.0 00,00 .G . 0*00990 Gso9960G0 00 . . 0 0 . ..... .0000. s G 0 .60.00 00 0 0 009 . o . . NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 8 of 11 ADHESIVE PLACEMENT DETAIL # 3 Flatajaw ProtiteTHe NkNown PrOMSTUR APPROVED 1. On the eave course only, 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 for flat tile or under the pan portion of the the for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 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 cm) of adhesive contact with the underside of the tile 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 cm) of adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 140805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 6666 6 . 6 6666 6666.. . . 6 0 0 666666 6.. 6666% 6666.. .6008. 6666 .. 6666. ....6. 6666 6666. 66 66 666 6666.. 666666 6 6 . . . 6 .6666. . . 88x080 66 6 6 666 6 6 NOA No.: 140805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Mgh PMfuene 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x V (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 cm) - 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. �' �Aoe Coul�rtr NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 11 0 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Puce trough adhestveto achteve85 to 70 sq.hu Steep pkch In contra wkh the pan Me. when requ 2) Tum covers upside down.Plac5atUte";Idn to 1 infrom outside edge of ovThen kw%U thetk.Ensure 20 t2ssq.in.coMacterea; (moter shown) Remove top portion of the esus coarse crew tOe. Abut to second cowse of pan dhes. Ensweeave and of pan and omrWes areftush at eave One. Two Piece Barrel - High Profile Tile 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 cm) —70(451.6 cm) square inch adhesive contact with the underside of the pan tile. 3. 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 cm) - 25 (161.3 cm) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner Trl away 0 •se, 600696 any cured exposed foe" a esive � 6 oln•ting of 0 • longitudinal edges of�bg ppyertilQs 1%0 0666;6 considered optional. •.6:.. 5. When additional naihngiserequireti, 14e 0.8 6.0 • • • • mm) x 4" (101.6 mmJ ?V1tjs or tlliift olire 00000 system using galvani2e d'stainless Mel, br 0. • •; • copper wire and comiafit%nails maybe used. 00 • •6••66 • • • • • • • ►8606• •6 6 END OF THIS ACCEPTANCE NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 11 of 11