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RF-15-929Project Address Parcel Number Applicant 361 NE 101 Street 1132060135220 CHRISTOPHER DUQUE Miami Shores, FL 33138-2424 Block: Lot: Owner Information Address Phone cell CHRISTOPHER DUQUE 361 NE 101 Street MIAMI SHORES FL 33138- 361 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ADVANCED CONSTRUCTION SERVIC 305/244-7501 (786)306-8183 Type of Work: Re Roof Additional Info: RE ROOF TILE & FLAT COLOR THRU TILE Classification: Residential Scanning: 4 Fees Due Miami Shores Village Bond Type - Owners Bond 10050 N.E. 2nd Avenue NE CCF Miami Shores, FL 33138-0000 DBPR Fee Phone: (305)795-2204 Project Address Parcel Number Applicant 361 NE 101 Street 1132060135220 CHRISTOPHER DUQUE Miami Shores, FL 33138-2424 Block: Lot: Owner Information Address Phone cell CHRISTOPHER DUQUE 361 NE 101 Street MIAMI SHORES FL 33138- 361 NE 101 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone ADVANCED CONSTRUCTION SERVIC 305/244-7501 (786)306-8183 Type of Work: Re Roof Additional Info: RE ROOF TILE & FLAT COLOR THRU TILE Classification: Residential Scanning: 4 Fees Due Am]00 Bond Type - Owners Bond $ CCF DBPR Fee DCA Fee Education Surcharge Permit Fee - New Roof $ Scanning Fee Technology Fee Total: $84 Valuation: $ 14,700.00 Total Sq Feet: 2941 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -4-15-55259 04/20/2015 Credit Card $ 50.00 $ 795.00 04/28/2015 Check #: 349 $ 795.00 $ 0.00 Bond #: 2692 Avaliame Inspection Type: UD Lift Resort Roof 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. Futhermore, I authorize the above-named contractor to do the work stated. April 28, 2015 Authorized gnature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 28, 2015 1 N 7066 SW 44°1 Street Miami, FL 33155 Tel: 786-398-9179 Fax 786-800-2627 al roofinsoectionftmaii.com LAB CERTIFICATION #10-0512-01 SITE SPECIFIC INFORMATION UPLIFT TEST— TAS #166 Roofing Contractor ADVANCE CONST. SERV. R 1 Job Address 361 NE 101 ST MIAMI SHORES, FL. 33138. Owner's Name CRISTOPHER DUQUE Type of Tile BARRIL Approximate Roof Height 12' feet Roof Pitch 3/12 Approximate Square Footage of Roof 22 ftp Date Tested 06/18/15 Number of Tests 65 Contact Name JAVIER PEREZ Permit # RF4-15-929 Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 7/247-4480 LOCATION # OF TEST PASS # OF TEST FAIL Corner 9 Tests 9 Pass Test 0 Fail Perimeter 13 Tests 13 Pass Test 0 Fail Field 22 Tests 22 Pass Test 0 Fail Ridge 21 Tests 21 Pass Test 0 Fail TOTAL 65 Tests 65 Pass Test 0 Fail .IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSEDTHE STATIC UPLIFT QUAUTY CONTROL TEST. THIS TAS 106TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY, WITH NO DEVIATION& THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS, THIS REPORT IT IS NOT VAUD FOR INSURANCE CLAIMS. a �r 4F a�Fr' i �7� A � 1, f.,�� �� •fi''t. jA��1�yYVA i,' i i A-1 Engineerinj Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroofIgs ecU tiongy,mail.com LAB CERTIFICATION # 141215.04 06/18/15 PERNHT. # RF4-15-929 361 NE 101 ST M AMI SHORES, FL. 33138. T T r T T T T T T T �, T T T T T T T T T T T T T T T T T T T T T T T I T T 7066 SW 44' Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 Miami Shores Village g APP 20 2015 Building Department BY: 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20_l� BUILDING Master Permit No.� oy� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC 0 ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 361 NE 101 ST City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: 01 Load: Construction Type: ROOFING Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): CHRISTOPHER DUQUE Phone#: Address: 361 NE 101 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ADVANCED COSTRUCTION SERV GROUP Phone#: 7 g� Address: 5910 SW 93 PL City: MIAMI State: FL Zip: Qualifier Name: HIRAN GONZALEZ Phone#: State Certification or Registration M CGCO01773 Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: 33173 Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: a / Type of Work: ❑ Addition ❑ Alteration ❑ Ne -w ❑ Repair/Replace ❑ Demolition Description of Work: 64 t LC L i T Specify color of color thru tile: C e-refi G`'i , C-4 Submittal Fee $ Permit Fee $ e--r-e-o' ':S� A . S Pci ►'-)-� CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) 00 Notary $ Double Fede $ Bond $ K TOTAL FEE NOW DUE $ Q 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 approved and a reinspection fee will be charged. Signature.14Signature OWNER or AG ENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 . by day of20 l , by who is personally known to �r Gd4 & & , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. ool NOTARY PU NOTARY BLIC: r Sign: Sign Print: `f Prin : c �o Seal: ` ��V"�'[,���- COMM sJoseIA. � EE83D1658 Sea : `��iV,'�!y% dose A. Giron EXP6NES: Sept. 3, 2016 = i*= COMMISSION � EE831658 Oi�NOTARY.COM \j am,: EXPi�iES: Sept 3, 2016 APPROVED BY , Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) HL'D41 us. Dgmbnad of Harming A. Sattiarnernt Smtamsnt and Urban Dee *ne d OMS Na 28M4M IL Type of Loan Q 1. FHA Q 2. FOM Q 3. cmv. ut*m s. "s NumberT. tan Number L Mort,. hm Casa Nam.. c4.�A o s.t�r„�u15-082- mms,a.. tD: C. NOTE: Shisfam b frandW to gibs you s stetarasd d ecbA setilanrd oasts_ Amaerb pate §rend bV Ono eeltimom agent am dawm nems mated'(pmarwompaid oub*bthe alasTng Moyereshamhaefarimbinedo P aW—ndkwkdadbtheta't D. `IAME OF BMVtMVER Owlstapt- Duque and Mmdoa Wmft husband sod wife Ad*eu of Borrower. 4000 Tonmside 7erm%811, FJ Patet, Radde 33138 E NAME OF SELLER beam LemThm and Zane Pedro kd*Gsa of sonar:' 381 NE 101 Street, 0 Por Fiodda 33138 Tft F NAYE OF LENDElt Address of Lander: Oi. PROPERTY LOCATDfk 381 NE IM Sam& M3wpm Pak Rmft 331t31 H.BETTLEMENFAOENft GMWTMCW."W LC TiM46412OW Pima of Soffkxueft 700 Nom. 9M Sbeet Maid. Fbodda33136 Pham 3054OSAM L SETMEtiIENT OATS 4015 btBBUFb8EME4T DATE 418!15 subsrittda Palm 1089 seta stdomm* The kftmadm cwbk ad to Mmis E, L3, H. and I ad an One 401 Is brnpatmdtobiba reimr mal b being fitriuMtotlraM ffymwomqdkdtogoombinanegggmwpwuftyarahwsa+c8onadlbeInpwedmymOMbimsb oiWA ftban eDsdadOwiM dem dtdlhas rwtbem reported. ssterhobudlona: tf this real was your prb*W meWWw% lib Fam 2118, sale a EmAw ge of Pdnd d Rasaaa % fa mrygals Wth your lac ratan-, fa other bwaaaWans, *v*iete Bre q*Mmbb parts d Fonm MY. Fam 8282 mdPor BehdNe 0 (Fane 1040 . HUD -1 U.S. Department of Hmshtg mid Urban DeaelopmeN Page 2 Peidfrmn Peidhan T Seirsl/Brdcera Can based on prim 5420000.003.0000% 3.0000 % = 12.800.00 Barrawet's &Dilate "01. 12,800.06 3.0000 %to Kelly Woes Ea&ROW Furde et Funds at Settlement Sdt -- t 1005. 1009. 11107. Attomeye Few to I I ___ _t fee Leftets ate¢ PA 1p9 a. .. .... mmmlml t Enteron Orley 163 Seollmt J and 602 Saw. K) 4,317-781 15,184.51 1 ham emelt* the HUIM SaWarnerd Statement and to the heat or mytmowledge and Waf, It to a true and accurate etatemeM of all reoab* anddiabwsernants made an myaccmot =$an.ItutetaraeNttort Ihmresolved acopy ofthe HUD1SeslwneMStetemeot moi^ SorrQNer Sauer C r Swo"Per Sauer mcnica U Themm� h I tro�preparod h a true and a wrato aaeourd of this tranmtllan. l hers oa alct orwM am*, Ow 10A to be d alaasad in scomrdanee wren 9y. t Its W'A lee hnoaeingfy make falaa etetamaMe to the Unlood b`fatasan this Ot wilf re� almgazfmm. Perreglee upon eonakUon o� tnWude a Doaftle7lme® One Im eomneM dataga sae. Tide 18 U.B. Cade Sea9on 1001 and Sagan 1010. 04/14/2015 23:10 3052544476 PAGE 01 CERTIFICATE OF LIABILITY INSURANCESATES D� PRonuci_R L201,S ADVANTAGE xi�SURANCE OF AMSI�GA OfdLYC�D�CAc3N�8 Hi0 DRAB UPON OF INFORMATION 4520 l�laT 7th st HlDLpER. IF 7NS CERTIFICATE DOES NOT ANEW$ EXTEND OR Miami, FL 33126 ALTER THE COVE;ftAGH AFF�ED NY THS POLICIES WBUREDBELOW.BELOW.64 — s INSUROM"IWMG CVARAGE � CoXSTjt=joy $SBVICES caOVP,XKc MUMMA: NAIcE 5910aw93PI, _ Mraff, , WL 33173 INSLIRER e:AS� INeURgR c: IN5URER O: THE PQCICIES OP INSURANOE LISTED BELOW RAVE g LSSUEO TO THE INSURED NAMED ABOVE FOR 71i$ POLICY i°ERIt?D INDiCATEb. NOTWfPHSTANOiNS ANY REQVIRM&NT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH R�ECT TO WHICH pER O IND KATE MAY W ISSUED OR MAY PERTA9N THE iNaj^ 1Ri►NCE AFFORDED EY THE POLICIES DESCRIBED ME IS SUBJpCT 70 ALL IME TERMS, ETHM XCLUgOPIS AND E Mky ME IS U D SUCH OR POLICIEE.AGGREAATELIMITBSf{OW IMAYHAVEBEENREWCEDSVYPAtoCLAIMS. GENERAL LIABILITY C+a1tEMERCWf. GIMAAt LIABILITY EACH a OCCUR A R 15019$ mw"p 02/10/15 02/10/16 MRSOW Ct:AFL AO�W_TtLbdtTAPMKtls PER GENERAL ANYAUTID ALLQ%kW=DAUT09 X SCFmDL9.t: mnw lifftWwros NOWOWNFAAUTOS GARAGELM&ITY ANYAUTO a cIEssaaRF1 ! A "191"i OCCUR CI CLAIMSMAD£ i DEwIc'Ittll.fr RETENTION b WORKRA&COMMPHNSATwmAND EbIPLOYERs tIAeILITSI flR C00001773 ts AUVWjtjfqY Ss a • 11 it E tNiBT �Pw' EHyJRM CA -36903-o 12/09/14 12/09/1s ICRY ,PAMAeE Miami ShOxea Village BUilding aep&rtment 10050 NL 2 Ave Miemi Shores Village FL 33136 s 500,000 S 5 S EAACC E A OOiVLY Y AGCr Fs aacH occuRnmE s SHOULD ANY OF THE ABOVE DESCRIB>_D POLICKS BE CANCELLED BEFORE TNS EXPRATtON DATE THFAEOP, TK ING INSURER W+LL ENO@AVOR TO mmA_0_ pAYS WRITTEN NOTICE TO TNI; HOLJMR NAMEO TO THE LIeFt BUT FAR.URE TO 00 80 SpAtL, 04POSE NOOBI /iOR Ly�gl� OF � MWD UPow THE I_URER, IYg A,3WIS OR 1988 oksprianic u metal Paneusningies ilhingles rl Pro-advinfiva F MEN NEE ■ �--% 11A c ROOF TYPE Recovering 11 Ma STEM INFORMATION Clo%w%.&A Do%o%f Aram 10 -Cl becTioN B (moot Fign) in: Illustrate all levels and sections, roof drains, Overflow drains. Include dimensions of section; dons of alavatad nrassurp 7nnas and location c NEE NEE ■ NONE rv- 0000 • • 0000•• 0000 • • i1 • •••• • •• •0000• 0000 0000•• • • • • 0000•• •0000• • • • • • 0000 • • • • • 0000• •• • 0000 0000 • •••• •••••4 • • • ••••6• 000000 • • • • 0.000• • • • • • 0000•• • • 000 0• • • • d i1 9 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section 11440� govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. A 1. �_ Aesthetics -Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renaiiing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). o" 3. CID Common roofs: Common roofs are those which have no visible defineation 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 to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6.Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordancewith the requirements of Sections R4402, R4403 and R4413. ....... . .. .. 7. � � Vedtlligin:NZst coif Structures should have some ability to vent natural airflow through the interior of the s%dure assem%;the%uilding itself). The existing amount of attic ventilation shall not be reduced It mayle beneficial to consider additional venting which can result In extending the service life of the roof. �— l .eS .. is .... Owner/Agent's ignature bele Contractor Signature Date **9* . . . ... . . Revised on 7/l3/20(% LD : :.: . . . . . . . . . . ... .. . . . .. .. ... . 0 0 ... . . .. . 0000.. 0000.. .. .. 00.0 0..8.0 0000..0000 0000. 0000 . .• .0..• so 0000.. 0000.. Go 048.00 6000 .....4 . 000 00 .00. .. 00000 000000 . . sedi•ec Ht GAD Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) MEOW "Delivering Excellen— Every Day" Fill In the specific roof assembly components. tf a component is not required, insert not app/hx+bie (n/a) in the text box Top Ply: ROOF SYSTEM MANUFACTURER: I GAF GAF MINERAI. CAP SHEET Product Approval (NOA): ' 15-102215 System Type: FE7 Top Ply Fastening 1 Bonding Material: Wind Uplift Pressures, From RAS 128 or Sealed Calculations: HOT MOP ASPHALP (131) Field: -42.8 psf Surfacing: I GRANULES SINGLE PLY MEMBRANE: (132) Perimeters: -71.1 psf (133) Comers: -108.0 psf Maximum Design Pressure From NOA: -528 psf Roof Slope: 0.80 " : 12 Roof Mean Height: 7 6 t Parapet Walls: I] No 0 Yes Parapet wall Height: ! . _ , ._, it Deck Type: --818" Plywood— Supp� Spacing: NA ° ole NA Alternate Deck Type. t— Existing Rook [SAME I Fire Barrier. N/A. Vapor Barrier: I.N/A__ Anchor Sheet: wA Anchor Sheet Fastener 1 Bonding Material: WA NIA Insulation Base Laver Fastener I Bonding Material• N/A N/A I GAF GLASSBASE 75#' (1) PLY .1 Base Sheet Fastener I Bonding Material: 1-114" RS NAIL AND TIN CAP'rS18" : . • . . • • Ply Sheet(s) & No. of Ply(s): • • • . • • • • • GAF PLY IV (2) PLIES • • • • • 09--.9 • • • • • Ply Sheet Fastener I Bonding Material• HOT MOP ASPHALT . • . • ; • . • . • • • • .. . . . . . . . . . ... . . . . ••• . . . . . . . . . . . . . .. .. . . . .. . . ... . . . ... . . Single Pty Manufacturer I Type: NA Single Ply Sheet Widttc FN7A " 112 Sheet Width: FNA No. of Single Ply 112 sheets: Q Single Ply Membrane Fastening I Bonding Material: NA FASTENER SPACING FOR BASESHEET ATTACHMENT ❑ SINGLE PLY MEMBRANE ATTACHMENT 1. Field: a " oic (F4 Laps &El rows r97 " CIO 2. Perimeter. a ° 010 a Laps & F1 rows 57 "ole 3. Comer. El " o/c @ Laps &El rows El " ate NUMBER OF FASTENERS PER INSULATION BOARD: 1. Flaid: rN7A 2. Perimeter. 3. Comer insulation Fastener Type: NA WOOD NAILER ME AND SIZE: Na Wood Nailer Fastener Type and Spacing: NA EDGE & COPING METAL SIZES: Edge Metal Material: -:ELECT EDGE METAL MATERIAL— Edge Size —SELECT EDGE METAL WEIGHT OR THICKNESS— Hook Strip Size: —SELECT EDGE METAL HOOK STRIPSIZE— Edge Metal Attachnrernt NA Coping Materiae --SELECT PARAPET WALL COPING MATE Coping Size:—SELECT COPING METAL SIZE OR THICKNESS— Hook Strip Size: -'SE-ECT COPING METAL HOOK STRIP SIZE— Parapet Coping ilii Attachment: NA Parapet Wall Nailable Deck MIAMFOINDE Miami -Dade County HVHZ Electronic Roof Permit Form WM "Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Terminations/Stripping/Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counterflashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing Ar• Ci ihmi+ hfiont ifarti cram natailc that CemnW With RAS -111 and Chapter 16. Concrete wall Elastomeric sealant tooled to facTitate water run-off Optional: comaressible . Elastomerlc sealant • idetal counterfiashing mech. height: = ft attached 6" oft w/ washer Parapet wall Seal top of base flashing w1 Roof Mean Height: EDft comptable material Termination bar mach. attached 6" o% Feld plies turned up wall Base flashing min. $" abOV9 finished roof �4 S sem` Top Ply Interpiles ` Base Sheet Roof Deck ...... . . .. . . . ......... . .. ... .. . .. .. . ••• . ••• . . • • • • • 000 • • .. . . . . • • ... . • • .... ....... . . . .... . . . . . .. .. . . . .. .. ••• • • • ••• • • Base Flashing. MODIFIED I Surfacing: GRANULES Top Ply: GAF MINERAL CAP SHEET Inter Ply Sheet: GAF PLY N Base Sheet: GAF GLASS13ASE 75# Roof Deck Type: PLYWOOD 5/8• 0000 0.0000 0000. .. .0000. 0000 0000.. 0000.. .000.0 .. 0000 00000 •• 0 0000 0000. 0000 .00.0• 0000.. 0000 .. .. 0000.. 0 . 0000.. . . . . 0000.. ,t V'r V.1%1Jvu - AV tins v.Yo��.u..y The m of gyp s an acceptable alterof nate a minlIR9 ClassiA. ria 8 or C SWOMS32�not � adversely affect the rating' 'be use of �la•i». minimum thcck Cypsu boar The use of polystyrene insulation board between minimum 3A -in, thick perilte board and deck with rosin paper (perate/rosrn Paper/polystyrene/perllte) is a suitable alternate for polylsocyanurate board in the following Class A, S or C systems. "EnergyGuard® RA" or "Tapered Enw-gYGuardta RA" or "EnergyGuard® Composite RA" may be substituted for any Atlas polyisocyanurate insulation In any of the following Classifications. Trumi-ull •perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt'. -GAFGtAS® #80 Premium Base Sheet" may be used In any of the following systems. -GAFGLASW Flex Ply 6" and'"frl-Fly@ Ultra-Fleldble Fly 6' are suitable alternates to "GAFGLASO Ply W. -GAFremp permailte Recover BoarW may be used in lieu of any Partite insulation in any of the following NC ClaWftst'ons. Unless otherwise Indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt- may be surfaced with'Frceshield MS" at 2 V to 3-981/1[10- fe. "RuberoldaD Oual Smooth" may be used as an alternate to "Ruberold® Mop Smaath' or "Ruberold© 2d" or "Ruberoke 20 hfr" "Ruberold(D Mop Smooth 1.5" may be used as an alternate to "Ruberoid® Mop Smooth" Cuss A, a and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes- "Ruberold(D Heat Weld" SBS rooting membrane may be used In lieu of 'Ruberold® Moo" SBS products in any applicable Classification. Class A 1. Deck: C-15132 incliner 3 insulation (optional): _ One or more layers partite or wood fiber or glass fiber or polyisocyanurate or urethane or pernte/polylsocyanurate compote or perste/urethane composite or wood fiber/polVISManurate composite or phenolli arty thickness. Ply sheet: — Three or more piles Type G1 or "GAFGLASO Ply 40 or "Tri-PIY® Ply 4" or "GAFGLAS® Pty 6" hot mopped. Surfacing¢ — Gravel. Z Dedc C-15132 Incline: 2 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or palylsotyanurate or urethane or perillWpolylsocyanurate composite or perlitelurethene composite or wood fiber/polyisocyanurate composite or phenoirc, any thickness - Ply Sheep — Three or more plies Type Gl or'GAFGLASO Ply 4" or "Tri-Ply(D Ply 4" or "GAFGLASS Ply 6". Cap Sheet: — One ply Type 63 "GAFGLAS® Mineral Surfaced Cap Sheet' or "Tri-PIyO Mineral Surfaced Cap Sheet " or "GAFGLAS@ EnergyCap—" BUR Mineral Surfaced Cap Sheet." 3. Deck- NC Indinre- 2 insulation (option[)- — One or more layers partite, wood fiber. glass fiber, po(yisocyanurate, urethane, perilte/potyisotyanurate composite, peruWurethane composite, wood fiber/polylsocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet- — Two or more piles Type Gl-GAFGLAS0 Ply 4", "Tri -Ply® Pty 4" or "GAFGLASO Ply 6". Cap Sheet- — One ply Type 63 "GAFGLASS Mineral Surfaced Cap Sheet" or "TrMPL @ Mineral Surfaced Cap Sheet" or "GAFGLAS% EnergyCap'" BUR Mineral Surfaced Cap Sheet." 4. Deck- C -1S/32 Imtit:re: 1 Slip Sheet (Opthmat)l — Red rosin paper, nalled to deck. Insulation (optional): -- Any thickness perft or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered vnth OMG Inc. "OlyBond Fastening System" or any UL Classified Msulatlan adhesive- tsase sheets — One Qly iypie tit "6AFrj.AS® #ZS Bap Sheet" or "Tri-Ptyp #75 ease Sheet' (may be nafled). Ply Sheen —Ong or mora a T l#GAFGiAS@ Ply 4" or "Tri-Piy(D Ply 4" or GAFGLASO Ply 6". Cap Sheat: — Onerpiy Tyar 3 FOL"rg df surfaced Cap Sheet" or "Tri -Ply® Mineral Surfaced Cap Sheet" or •GAFGtAS!$1 EnergyCap— SUR Mhreral Cap • • 00 Sutfadog (optional): !-04OPftT6 %er jyCdta0'*applied at a rate of 2-ga11100-R2. S. Deck- NC • • • • • • • • • If IlVe: 3 • • • • • ••• • • •• • • • • • • • • • • • •• • • • • • • • ••• • • • • • http://database,.uLggmjcgi tinpM/template/LISEXT11FRA:ME/showpage.html?name=T... 2/23/2012 • ••• • • • " r... ..• . ...... . .... ••• • • • ••• • 0 .... ...... .... . . l .... . •i •Ilii• •li• •il6i• i • • • •ilii• •ilii• t • • • • •iii• •• • •ill • • •iii• •li• •ilii• • i • • •ilii• •li• •• i• • • • •Ilii• i • • • •ilii• • • • • •iill• • • • • • • • MEL Ml®SDE 11q,IAMI-DARE COUNTY i PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND TCONOMIC RESOURCES (RER) Miami, Florida 33175-'2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 31525-99 NOTICE OF ACCEPTANCE (NOA) w+ntiv.ntlamidade.eav/esoaomv GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: ulThis NOA is being issued under the applicable res 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 area 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 Conventional Built -Up Roof Systems for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISENIENT: The NOA number preceded by the words Miami -Dada 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 renev$ and regis'b$SlQA:N®. 13-V424.09 and consists of pages I through 16. The submitted doftmettld iOnyv* *VV*d gorge L. Acebo. •• ••• •• • • • •• • ••• • • ; ••• • ; • ; • ; NOA No.: 13-1022.15 • • • • • • .. • • • • Expiration Date: 11/04/18 MMMM• . • • • • : • • • Approval Date: 11/06/14 Page 1 of 16 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Membrane Type: BUR Deck Type 1: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier. FireOuf- Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or (optional) SecurocO Gypsum Fiber Roof Board Base sheet: GAFGLAS® #80 Ultima Base Sheet, Stratavent" Eliminator Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid" SBS Heat Weld'" Smooth or Ruberoid" SBS Heat-Weldra 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS" Ply 4, GAFGLAe FIexPIy" 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 lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf. See General Limitation #7) GAFGLAS" Ply 4, GAFGLAS" FlexPly 6, GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec'" #12 Fastener or Drill -Tee' #14 and Drill - Tec 3" Steel Plate, Drill -Tec' AccuTrac" Flat Plate or Drill -Tec"` AccuTrac" Recessed Plate 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 #i) SGAFGLASe` Flex Ply 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. 3 at the V 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 Sheet, Ruberoid" 20, Ruberoid" Mop Smooth, base sheet attached to deck with approved 1'/4" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf. See General Limitation #7) GAFGLAS" #75 Base Sheet or any of above base sheets attached to deck with Drill Tec #12 Fastener or Drill -Tec # 14 Fastener and Drill -Tec 3" Steel Plate, DrillTecT" AccuTrac" Flat Plate or Drill -Tec' AccuTrac" Recessed Plate 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) of * jkjny of above Base sheets attached to deck approved annular ring shank nails and 3" :rive@ 0 BAR -lea insulation plates at a fastener spacing of 9 o.c. at the 4 lap staggered . b1 too:o1vs VIA. a field 00 • tMaAfitultli Daift flessure —60 psf. See General Limitation #7) ' ' ' ' • • • • • • NOA No.: 13-1027.15 •• • . • • . • • • • • • • • • • • • Expiration Date: 11/04/18 MIAMbDADEUN • ' ' • Approval Date: 11/06/14 �FnymlnmwmPage 14 of 16 ••• • • • • ••• • • • • • • • • • • • • ••• • • • A. • • .. . • . . . . ...... • • s a • s • • w • •...s. •..• •..w.w • . •..• 000000 0000 Fastening Options: GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec (Continued) #12 Fastener or Drill Tec #14 Fastener and Drill -Tec 3" Steel Plate, Drill -Tec'" AccuTrac® Flat Plate or Drill -Tee'- AccuTrae Recessed Plate 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. (Mauineuni Design Pressure —7S psf. See General Limitation #7) Ply Sheet: One or more plies of GAFGLASO Ply 4 or GAFGLAS® #80 Ultima. Base Sheet adhered in a full mopping of approved asphalt app—Z — ied within the EVT range and at a rate of 20-40 lbs./sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Shoe or GAFGLASP EnergyCapm BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. AU 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 lbsJsq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal./sq. Maximum Design Pressure: See Fastening Options •• ••• • • • • • •• • •• • • • • ••• • • ••• • ••• • • Mme® • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 13-1022.15 Expiration Date: 11/04/18 Approval Date: 11/06/14 Page 15 of 16 .• .. .• ....• • .•... • . . . • . • i 00 ... • .•. see . •.• . • • • . • i • •.. • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLASO Ply 4 and GAFGLAe Flex Ply'" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Y4" DensDecO Roof Board or W 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 20-401bs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes arc 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 4" ribbons in three rows, one at each sidelap 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 IbsJsq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psL 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 IbE, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and 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 shakahmee csualityesstirance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florid;tAmigstrptiye017A 4 " 0 0 • • 12VOx+' MS ACCEPTANCE . ••• . ••• . . • • ' ' • • • • • • NOA No.: 13-1022-15 •• • : • ... • • ..... • • • Expiration Date.: 11/04118 MlAMI•DADE COUNTY ..: Approval Dafie: 11106114 Page 16 of 16 .. . 9 .0. . 6666.. 6666.. . . 6666.. 00 e. 00. 9 6606.6 0 0 0 . 0000.0 0000 00.06 .000 . .. 6666. . 6666 ..o 666..6 6666.. 00 909.80 .860 0660.0 .. e 6666 . . . . 6666 666600 . Tile Roof System Notice of Acceptance Number (NOA): 113-0226.01 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: P 2: P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 118.31 Psf Fill in the speck roof assembly components. If a component is not required, insert not applicable (n1a) in the text box. r----" Roof Slope: 14 1712" Roof Mean Height: 14 tt. Method of Tile Attachment: I—Adhesive, Medium Paddy Polyfoam Polypro— Alternate Method of Tile Attachment per NOA: NA Drip Edge Size & Gauge: 1-3" face 26 ga.— Drip Edge Material Type: I—Galvinized Metal— Deck Type:[7�5_/8- Plywood— Optional Insulation: NA Optional Nailable Substrate: JINA Optional Nailable Substrate Attachment: NA Basesheet Type: ASTM FELT 30# FELT Fastener Type for Basesheet Attachment: 1-1/4" RS NAIL & TIN CAP Tile Underlayment (Cap Sheet) Type: [POLYGLASS TU PLUS Tile Underlayment Attachment Method: ISELF ADHESIVE Drip Edge Fastener Type: [1-1/4"09 RAIL V, MO. Tile Profile: ICLAY BARREL ROOF TILE Hook Strip/Cleat gauge or weight: —Select HookStrip — .0. :0 000 000 906 : : • :0 •0: 00 0 •0 .:• :0 •• s s • • ease•• • ease• • • • • •saes• sees•• • • •• •• •s•• • ssea*:*• sees•• o 00 •e••• ss•+ + a• a•ss• • • • • • ease •• a s • aaeea• • assess •es• ease:* • • •• • • sass sasses • • 0000 Miami -Dade County HVHZ Electronic Roof Permit Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127' For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: -39.1 X X0.26 = 10.17 - Mg; 4.01 = Mr1: 6.16 s 118. NOA Mf P 2: -68.1 X X0.26 = 17.71 - Mg; 4.01 , = Mr2: 13.70 s 118.3: NOA Mf P 3: -100. X 0.26 ! = 26.19 - Mg; 4.01 = Mr3; 22.18 5 118.3 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127' For Uplift based file 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 Fr values, for each area of the roof, then the the attachment method is acceptable. P1: x I: P1 or P2 or P3 = x w:- _ W. _' x cos 8: = Fr1: NOA F' P2: x 1: Job Site = x w: _.. _ - W. ... _ = Aerodynamic Multiplier x cos 9: = Fr2: 5 NOA F P3: Restoring Moment due to Gravity x I: = x w: Attachment Resistance _ - W. = Product Approval (NOA) x cos 6: = Fr3: . . . . .. 5 NOA F Description Where to Obtain Information to complete tile calculations Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 9 Job Site Aerodynamic Multiplier Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance jjr ... . . . . . .. Calculated Minimum Attachment Resistance •F •: • : : : : •: • Product Approval (NOA) Required Uplift Resistance 67 Fr Calculated Average Tile Weight • Wo • 000 • . Product Approval (NOA) [Tile Dimensions l: length. . • • • • • • . . • 000 • • Product Approval (NOA) w� width e 8 �f 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.gov/uera Ceramica Verea Ctra. N-634 San Sebastian, Santiago, Km 683 Lanza S/N 15685 Mesia (Coruna) Spain 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: Clay Barrel Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and small be available for inspection at the job site at the request of the Building Official. . .. This renews NOA# 11-0329.0 .an.d.c*.**.s.%*. c�.ogl;.s;l through 6. The submitted documentation ,%% re%*eabSy Jle►x I'i00 000 00 era. •.0 966 see 000 0.. roar�nu►ot=. counmr 0NOA • No.: 13-0226.01 APPROVED • • • • Expiration Date: 03/13/18 Approval Date: 03/21/13 ... . • . . ... • Page 1 of 6 . . . . . • . • . . • •• •• • • • •• •• .. 6 0000.. 0000.. 60 •9 so:o 6..069 S 6 0 S ..0.96 090. 9S.o• 0000 . .. ..... . . . . . 0000 .. 0000.. 0000.. 00 906.00 06.o .000.0 .. . 0000 o . . . . S . .SS• ..Soso ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Clay 1. SCOPE This approves a roofing system using Clay Barrel Roof Tile manufactured by Ceramica Verea in San Sebastian, Spain and is distributed by Ceramica Yerea, USA, as 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 Clay Barrel Tile L = 19.8" ASTM C1167 High profile two-piece clay roof tile. For direct W = 8.4" deck, adhesive set applications. Thickness: 0.45" Trim Pieces Length: varies ASTM C 1167 Accessory trim, clay roof pieces for use at hips, Width: varies rakes, ridges and valley terminations varying thickness manufactured for each tale profile. 2.1 MANUFACTURING LOCATION 2.1.1. San Sebastian, Spain 2.2 EVIDENCE SUBMITTED Test Aeency Test Identifier Test Name/Revort Date American Test Lab of south RT0517.01-11 TAS 101 06/13/11 Florida IBA Consultants, Inc. 4709-2 ASTM C 1167 11/12/07 IBA Consultants, Inc. 4709-4 TAS 101 12/21/07 ...... . . .. .. . ......... . .. ... .. . . . .. . ... . ... . . • • . • • . . . . . .... . ' ' ' ' ' ' ' ' NOA No.: 134226.01 MIdhIMpADE COUNTY • • • • • • • • • • • • , Expiration Date: 03/13/18 Approval Date: 03/21/13 ••• ••• Page 2of6 . . . . . . . . . . . •• •• . . • •• .. ... . . . ... . . 0000 • • 0000.. 0000 . . 0000 .• 0000.. 0000 0000.. 0000.. . .• ...-. • • • • i 0 9 • • • . • • 00. • • • • • • * • jo • • 3. LDmATIoNs: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 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 and Neighborhood Compliance Department — Product Control Section 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 Clay Barrel Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS -120. 4.2 Data For Attachment Calculations. Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight -W (Ibf) 1 Length-1(ft) 1 Width -w (ft) 1 Clay Barrel Tile 5.2 1.65 0.71 Table 2: Aerodynamic Multipliers - A (fe) Tile Profile A (ft) Batten Application A (fe) Direct Deck Application ,Clay Barrel Tile N/A 0.26 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 2"•12" 3"•12" 4"•12" 5"•12" 6"•12" 7"•12" or Greater Clay Barrel Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 4.19 4.11 4.01 3.87 3.69 3.47 go saw as 0 a 0 66 . ... . ... . . . .. .. . . ••• . . .. . . . . . . . MIAMbDADE COUNTY • • • • • • • • • • ..• . • . . .•. . . • • . • • • . • • • • •. .• • . . .. .. ..• • • • •.. • . NOA No.: 13-0226.01 Expiration Date: 03/13/18 Approval Date: 03/21/13 Page 3 of 6 Table 6: Attachment Resistance Expressed as a Moment - Mt (ftdbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Clay Barrel Tile 3M 2 -Component Foam Roof Tile Adhesive AH -160 118.31 1 Medium paddy placerAent w�gk1 4-:F jinn$ of 3M 2 -Component Foam Roof Tile Adhesive AH -160 for the pan tiles. 17.3g on each sickof f* Oaa t • •' go go saw as 0 a 0 66 . ... . ... . . . .. .. . . ••• . . .. . . . . . . . MIAMbDADE COUNTY • • • • • • • • • • ..• . • . . .•. . . • • . • • • . • • • • •. .• • . . .. .. ..• • • • •.. • . NOA No.: 13-0226.01 Expiration Date: 03/13/18 Approval Date: 03/21/13 Page 3 of 6 .... 0000.. 0000 . . 0000 .. 0000.. 0000 0000.. 0000.. 0000.. .. 0000 0000. .... 0000 0000. 0000 0000.. ...... .00000 . . . . 0000.. 0000.. . . Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Mortar Set Systems Tile Tile Application Minimum Attachment Profile .. Resistance Clay Barrel Tile Quikrete Roof Tile Mortar, FLA 5 45.38 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". CERAMICA VERSA SA ESPANA LABEL FOR CLAY BARREL ROOF TILE (LOCATED ON TBE SIDE 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. ..... . . . . . .. . ... . . . ... . .. ... .. . . . .. . ... . ... . . . . . . . .... . .• . • • • . . • • • • MUIMNDADE COUNfY • • • • • • • • • • PROVE ... . . . . ... . . . . . . • • . . . . . .. .. . . .. .. ... . . . ..• . . . NOA No.: 13-0226.01 Expiration Date: 03/13/18 Approval Date: 03/21/13 Page 4 of 6 .... 0000.. 0000 . . 0000 .. 0000.. 0000 0000.. 0000.. 0000.. .. 0000 0000. .. . 0000 0000. 0000 0000.. 0000.. 0000.. 0000.. 00 a.4 PROFILE DRAWING 7 CLAY BARREL TILE END OF THIS ACCEPTANCE ....... . .. .. ......... . .. ... .. . .... . ... . ... . . . . .. . ..... .. . . . . . . . . . . . .. . . . . . . . .... ....... . . . . . . . V: . . . . .. .. . . . .. .. ... . . . 960 0 . NOA No.: 13-0226.01 Expiration Date: 03/13/18 Approval Date: 03/21/13 Page 5 of 6 .. . 0000.. .. .. 0000 0000.. . . . . .00.00 0000 ..... 0000 . .. 0000. 0000 .. 0000.. 0000.. 0000.. 0000 0000.. .. 0000 . . 0000 0000.. GREEN SUSTAINABLE_ ATTRIBUTES (GSA) SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Section. Component Name "77714i Initial Aged Initial Aged Solar Reflectance Reflectance Reflectance Emmitance Emmitance Index (SRI) 1. Clay Barrel Roof 0.39 Pending 0.83 Pending 41 Tile NOA No.: 13-0226.01 Expiration Date: 03/13/18 Approval Date: 03/21/13 Page 6 of 6 M- MIAM � MIAMI -DADS COUNTY IEW 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) s"vw.miam1dade.s!ov1eeonomv Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 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: Polyglass Polystick Underlayments 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 revises NOA # 12-071102 a Md1sist%UpCge$ 1.111ough 9. The submitted documentation was•&vi�evk&by Aox T11pra. • • • ' ' ' NOA No.: 14-071.7.08 MIAMI -..e DADe COtiNTY • • • • • • • • • Expiration Date: 09/13/16 i Approval Date: 01/22/15 Page 1 of 9 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • ROOFING COMPONENT APPROVAL Category Roofing Sub -Category: Underlayment Material: SBS, APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x3'3.?/s" D 1970 glass-fiber/polyester reinforced, with a granular #2 130 mils thick surface designed for use as a the roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self -adhering, glass - Manufacturing Location 6 P x 3'3-'/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: Test Product Product Dimensions Specification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing Location 65'8" x 3'3 3/s" .00 membrane, glass fiber reinforced with polyolefinic #2 60 mils thick . film on the upper surface for use as an tile underlayment underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick MTS Plus Roll: TAS 103 A homogeneous, rubberized asphalt waterproofing Manufacturing Location 65'8" x 3'V/s" membrane, glass fiber reinforced with polyolefinic #2 60 mils thick . . film on the upper surface for use as an • • • • • underlayment for metal roofing, roof tile, slate ••• • • • • • • NOANo.: 14-0717.08 Mu►Mrpecau -C er_V tiles and shingle underlayment. Polystick 1R -Xe Roll: ASTM D 1970 A fine granular/sand top surface self -adhering, Manufacturing Location 65' x 3'3 3/a" • APP polymer modified, fiberglass reinforced, #1 & #2 Or 65' x 3' bituminous sheet material for use as an 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick TU Plus Roll: TAS 103 and ASTM A rubberized asphalt self -adhering, glass - (Surface Printing) 65' x 3'3 '/8" D 1970 fiber/polyester reinforced waterproofing Manufacturing Location 80 mils thick membrane. Designed as a metal roofing and roof #1 & #2 tile underlayment. Polystick TU P Roll: TAS 103 and ASTM A rubberized asphalt waterproofing membrane, Manufacturing Location 32'10"x3'3.?/s" D 1970 glass-fiber/polyester reinforced, with a granular #2 130 mils thick surface designed for use as a the roof underlayment. Polystick Tile Pro Roll: TAS 103 and ASTM A rubberized asphalt self -adhering, glass - Manufacturing Location 6 P x 3'3-'/8" D 1970 fiber/polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and ASTM A rubberized asphalt self -adhering, glass - 6 P x 3'3j/ " D 1970 fiber/polyester reinforced waterproofing Manz facturing Location • •&0 0 01411 • • • :: .00 membrane. Designed as a metal roofing and roof .. . . . . V: tile underlayment •• ••• •• • • • •• . ••• . ••• . . • • • • • ••• • • • • • • NOANo.: 14-0717.08 Mu►Mrpecau -C er_V . • . • • • • •• • • • • • • • • Expiration Date: 09/13/16 i E PrRM • • • • • • • • Approval Date: 01/ZZ/15 Page 2 of 9 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and ASTM A rubberized asphalt self -adhering, polyester Manufacturing Localion 65'8" x 3'3-3/8" D 1970 reinforced waterproofing membrane. Designed as #2 60 mils thick a a roof tile underlayment. Elastoflex S6 G Roll: TAS 103 and ASTM Polyester reinforced, SBS modified bitumen 32' 10" x 3' 3-3/8" D6164 membrane with a burn off polyethylene or sanded back face and a granule top surface. For use in roof tile underlayment systems. MANUFACTURING PLANTS: /.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Asency Test Identifier Trinity ERD P10870.09.08 -R1 P 10870.04.09 P33360.06.10 P33370.03.11 P33370.04.11 P36900.09.11 P37300.10.11 P40390.08.12-1 P40390.08.12-2 P40390.10.12 P37590.07.13-1 P45270.05.14 PRI Asphalt Technologies Momentum Technologies, Inc. CMIAMb E CO� ,...v P46520.10.14 P44360.10.14 P43290.10.14 PUSA-035-02-01 PUSA-055-02-02 PUSA-089-02-01 JX20H7A RX14E8A DX23DBB DX23D8A .. ••• . . Test Name/Report TAS 103 TAS 103JASTM D4798 & G155 ASTM D1970 TAS 103 ASTM D 1623 TAS 103/ASTM D4798 & G155 TAS 110/ASTM D4798 & D 1970 TAS 103 & TAS 110 ASTM D 1623 ASTM D 1970 ASTM D6164 TAS 103, TAS 110 & ASTM D 1623 ASTM D1623 TAS 103 & TAS 110 ASTM D 1970 & TAS 110 TAS 103 TAS 103 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G 155 TAS 103/ASTM D4798 & 0155 TAS 103/ASTM D4798 & G155 TAS 103/ASTM D4798 & G 155 Date 12/04/08 04/13/09 07/01/10 03/02/11 04/26/11 09/01/11 10/19/11 08/06/12 08/07/12 10/03/12 07/02/13 05/12/14 10/03/14 10/07/14 10/17/14 09/29/06 12/10/07 07/06/09 04/01/08 11/09/09 02/18/10 02/18/10 . . .. . ... . . • • • • • NOA No.: 14-0717.08 • • • • • • •• • • • • • • • • • • • • Expiration Date: 09/13/16 • • • • • • • Approval Date: 0122/15 Page 3 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .. • 0000.. 0000.. s 000000 0009 •9••• • 0000 • •• .9•.• • • • . • 0000 •• 9 • • 0000.• • •• • 0000 • • • •.9• 009000 • • INSTALLATION PROCEDURES: Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(1) Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 151 8.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self -adhered. Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(2) Anchor sheet mechanically fastened to deck, membrane adhered Anchor/Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Elastoflex S6 G, hot asphalt applied, Surfacing: See General Limitations Below. Deck Type 1: Wood, non -insulated Deck Description: Min. 19/32" plywood or wood plank System Type E(3) Base sheet mechanically fastened deck, subsequent cap membrane self- adhered. Anchor/Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Ply Sheet: Polystick MTS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical (Optional) laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • MfAMI•DADECOUNTY •• • • • • • • • • • • o . .. . . • . . . • ... . • . . ... • • . . . . . . . . . • • .• .. . • . .. .• •.. . . . ..• . . NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 4 of 9 .. 6 . . .Soso. SSSS.. . . •.:69: .! •• so•. 6066•9 • 6 . 000000 00:0 •09•: 00• • • • • 6 0006 s: • • • ♦406.9 • :*one: 600660 so:* 6940:6 • 00 • •.06 • • • 6••6 666:00 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. All side laps shall be a minimum of 3-'/z" and end laps shall be a minimum of 6". Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, Polystick MTS Plus, Polystick TU Plus, Polystick Tile Pro and Polystick Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick TU P may be used in all the previous assemblies listed except metal roofing. Polystick IR -Xe may be used in all the previous assemblies listed except metal roofing and roof tile systems. Polystick TU Max maybe used in non-structural metal roofing and roof tile systems. Elastoflex S6 G maybe used in roof tile systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. Exposure Limitations da MTS IR -Xe Elastotlex S6 G TV Plus TV P Tile Pro Dual Pro TU Max MTS Plus Winter Haven, FL. 180 90 180 180 180 180 180 90 180 Hazelton, PA. N/A 90 I 4m • ' 8 I • • N/A N/A 1 N/A N/A . .. . . . . . 7. All products listed herein shall have�•c n aasurancesa�;in roeordance with the Florida Building Code an 00 Rule 9N-3 of the Florida Administrative Code. .•. '.' .•. ••. . .•. NOA No.: 14-0717.08 MIAMI-DADECOUNTY �.. i . i i .0 . :0: i i Expiration Date: 09/13/16 UMMWAAWA • •• , ' .. t i • 0.0 •.• t • . • Approval Date: O1/22/15 Page 5 of 9 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 0000 0.0000 0000 .. 0000.. 0000 0000.. 0000.. 0000.. .. ..0. e..O. 0000. 0000 0000. 0000 0000.. . 0000.. 0000 .. .. . ..6.6. 6.0068 . . 0 . 0000.. 0 6 0000.. . O... 0 000 6 • .s 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof the manufacturer's Notice of Acceptance. Polystick TU Plus, Polystick Tile Pro, Polystick TU Max or Elastoflex S6 G may be used in both adhesive set and mechanically fastened roof tile applications. Polystick Dual Pro is limited to mechanically fastened roof tile applications. Polystick MTS and Polystick MTS Plus are limited to mechanically fastened with the limitations outlined in Section 9. Polystick TU P may be used in mechanically fastened roof tile applications with the exception of mortar set the applications. 9a. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Elastoflex S6 G Polystick TU Plus, Polystick TU Polystick MTS TU P, Tile Pro, Max Plus Dual Pro Flat Tile Prohibited 4:12 No limitation No limitation 5:12 without battens Profiled Tile Prohibited 4:12 No limitation No limitation 4:12 without battens The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and Installation of tiles at all times. 'The following limitations shall be apply when using Polystick MTS Plus: • Slopes up to those shown in the table above will require stagging of tiles —two tiles laid perpendicular to slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles. (See Figure 1 below) • Battens shall be used for stagging of lugged tiles above 4:12 • Battens shall be used for stagging of flat tiles above 5:12 W Slope Figure 1: Stagging Method 9b. There shall be no roof slope limitation for the Polystick MTS Plus / Polystick TU Plus two-ply underlayment system when a applied using the stagging method outlined above. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . ••• . • • . •.• . . • . . • • • • • • . • .• •• . • . •• .. ... . . • .•• . • NOA No.: 140717.09 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 6 of 9 .. 6 0000.. . . 0000.. 09 6• 0000 6666.6 • • 0000.. 096• 09.96 0000 . .. 0000. • . . • 00 • 6.9090 609• •9.09. • .9 • ••.• • • • • . • • 0690 0.00.0 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to PolygIass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. m i a N ' i,. .. .. .. .... .. . Roofing Tiles (6 Max Per Stack) 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, Polystick MTS Pius, Polystick 1R -Xe, Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, Polystick MTS Plus, Polystick IR -Xe, Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, Polystick MTS PIus, Polystick IR -Xe, Polystick TU Plus, Polystick TU P, Polystick TU Max, Polystick Dual Pro, Polystick Tile Pro or Elastoflex S6 G are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI -RADE COUNTY 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 materials. . • ... . . . . . .. •. .. • • • ... .. ... .. . . . .. . ... . ••• . . . . . . ••• • • •• • • . . • . • . • • . •. . • • • • • • ... • . • . .•. . • • •• .• • . • •. •• •.. . • . •.. . . NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 7 of 9 .. . 0000.. . . 0000.. 00 g0 0000 .0000e 0000.. 0000 00009 0000 . .. 0000. g . . 0000 .. goes. :goes: 000000 09.. 9060.0 .. 0000 . . see* 000000 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: L Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back -nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, I 1 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes ofTY12" or greater. It is suggested that on pitch/slopes in excess of 6'Ye'112", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by it patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self -adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming maybe used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for PoIystick membranes can be furnished upon request by our Technical Services Department by calling 1(800) 894-4563. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ..• . ... . . . . .. . ..... .. . . . . . . . . . . . .. 000 006 . goo Or 0:0 . . . . . . . . . . . .. .. . .. . .. .. ... . . ... . . NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 8 of 9 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE ....... . .. .. . . . . . .. ... .. . .... . ... . ... . . . . . . . . . . . .. . ..... 00 . .. . . . . . . . . . . . V: . . . . . .. .. • . . .. • • ... . . . ... . . NOA No.: 14-0717.08 Expiration Date: 09/13/16 Approval Date: 01/22/15 Page 9 of 9 0000.. .0000. . . . . 0.000. . . 0 0000.. . . .. .. *... 0000.. ♦.t... .... 0000. . 0000 . .. 0000. , . , . . 0000 00 0 0000.. 0000.. .. 0000 , ...... . MIAMI-DADE COUNTY am 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) wim miamidade.eov/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 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: 3MT111 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 fages.I tlwouph 41. • • The submitted documentation was reviewe&by AleZT a: MIAMI•DADE COUNTY •00 M.F. • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 1 of 11 . . .000.0 • 0 • 4 •0000• . . . . 0000.. 60.000 4 0 s• 000000 0000•0 000400 0600 0060• 0000 • •• 00000 0040 00 • • • •0000• • •••ssa •••: 00,000, • 0 •• 6 .••0 s • • 4.0• 00.4.0 . ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT"t 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 the systems using 2 -Component Foam Roof Tile Adhesive AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MT111 2 -Component N/A Foam Roof Tile Adhesive AH -160 Foam Dispenser N/A RTF1000 ProPack® 30 & 100 N/A TAS 101 Two component polyurethane foam adhesive Dispensing Equipment 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: Property Test Results Density ASTM D 1622 1.6 lbsJft? Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 LbsJFe 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 A;f"199," L8V6; . • g6:16 Note: The physical properties listed above am prey§n¢d as t3piCfi:1vef-4ge values as determined by accepted ASTM test methods and are+9ubjtePto ddrmAl nftlifA turing variation. • NOA No.: 14-0805.01 raartaoaaecavw�r ... • e • • • • • • • 0: • • • • Expiration Date: 05/10/17 � IIII• �IAVV' 0:0: • Approval Date: 09/04/14 000 ;' '.' '•• : ••• Page2ofll • •• •• • 0 • •• •• f•• • • • ••• • • • •• •• • • • •• •• • • • • • • • • • • ••• • • • • ••• • • ••• • • • • • • •• • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • ••• • ••• • • •• ••• •• • • • •• EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier Test Name/Report Date #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 NB -589-631 ASTM D 1623 02/01/94 9637-92 ASTM E 108 04/30/93 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[1] ASTM E 84 01/16/95 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 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 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3M'v 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3M' 2 -Component Foam Roof Tile Adhesive AH - 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. .• •.• . • . .. .• • .• • .. • ••• • .• •.. •• . . . .. • ••• • ••• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • 000 ••• • • 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 may be 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 RTF1000 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 I 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-uAOECOUNTY �ffaylueriall.. . . . . Expiration Date: 05/10/17 Approval Date: 09/04/14 : . ' : Page4ofll . .. .. . . .. .. ... . . .• ... . . SSSS•• • •• •• •.•• •0000• Soso • •• •...• eoo• .• • .•.• • • • • • • • •••S 000.00 0000• 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 ProfIe #2 17-19 sq. inches 30 Flat, Low, High Profiles #3 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 (I each longitudinal 17 grams per bead edge) 20-25 sq. inches each MIAMI-DADECOUNTY • . • 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. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .• ... . . . . . .. .. . . .. . . . . ... . .. ... .. . . . .. NOA No.: 14-0805.01 MIAMI-DADECOUNTY • . • .• . Expiration Date: 05/10/17 • • • • • • • • ' Approval Date: 09/04/14 �: :• : : • : : : Page 5of11 ... . . . . ... . . . . • . • • . • . . . .. .. . • • •. .. •.. . . • ..• . • •• • • • • w. ••• •• *00 • • • • • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• ADHESIVE PLACEMENT DETAIL # 1 I flattens P�dd� 16s+�rl6Sh?�+i11 Lwadaaara nl�.q"ogh (ImA*d� iio ht- P.d�ryrlBrn+AkM%Ibl 71n.%4da ;x satt•ni y optional a ✓ >f Awn rears* • • ' *WWPhGie• Plat/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 tile 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. 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. 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 IAMM ECOUN ••• • ••• • • •• . . • . . . . • • . ••• • • • • • • • • • • • • • Plat/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 tile 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. 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. 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 .... 4, . 0.000. 0000 . . . . 0000 .. . . 000000 0000 0000.. 0 0 09.00. 0000.. .. 0000 . . 6000. .0 . 0000 . . 0000. 0000 0000.. . 0000.. 0000 .. .. ...9.. ...... . . . . 0000.. . 0000.. . .. ADHESIVE PLACEMENT DETAIL # 2 (wirlaer.q� plaAfitgm•M ` tMddyl6tn►.nhTei Ulidatbym0nt +� � till a �a� t eatta�waptiaaal �.^ z � ". 6ava Clawt••�_ .. ... . . . . . .. • •• • • • • ••• • •• ••• •• • • • •• MIAMi•AADE COUNW • • • • • • • • • • % • • • • . . • ••• • . • . • . . . • . • . . . •• •• • . • •• .. •.. . . . ... . . Flat/Low Profile Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x I" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the tile closest to the overlock of the file 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 strengthening rib closest to the overlook of the tile being set. 3. Continue in same manner. Insure approximately 10" (64.5 cm2) -12 (77.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan 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 pan portion of the tile closest to the overlock of the the being set. Insure approximately 17 (109.7 cm6 — 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 tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 12" (77.4 cm2) - 14 (90.3 cm2) square inch adhesive contact with the underside of the tile. (Instructions continued on next page) NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 7 of 11 ...... .... . . egos.. .... ...... .6066. ..... .. . .... ..... .... ...... 0:6600 0060 .. 06 .660.6 00.000 . . . 0: e e 6 ...... 0 . • ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) NOUIhMuLthpb**ca (Wb*mflkQ#fIt•d) ,� R+d.lj'14:I.r�+h111■) 1 �4 xIl eattaas opd"M �f ,� suia �ire�pt►�M loin. err. Earecioaurc ,�` 17rtp•dp• .. ... . . . . . .. •.. • . . .. . . . . ... . • .. ... .. .. . .. M AMI0ADE COUNTY • • • • • • • • • • • • ••• •. • • • • . • . • . • • % . • • . . . . .•. • . . . •.• • . . .. .. • . . .. •• ... • • . ..• . • High Profile I Single Pan Tile I. Starting at the eave course, apply a minimum 2" (50.8 mm) x If" (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 overlook 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 tile closest to the overlook of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) -19 (122.6 cmZ) 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 .... ...... .... . . . . .... .. • •����• • • • • • • • • • • • • • •����• • • • • •����f • • • • • • • • • •� ADHESIVE PLACEMENT DETAIL # 3 Rat/Low ftoflleTile Hap throughplawccemeat Singkpaddy undert8e twhenrequlred) • Paddyibetween Nies) Battens Optional Paddy lundert8e) 5 e on paft � 4x4rn. epaddyan x41n. • oar. zin. Eave closure F.Waccurse Fasda &Wlum PmflleTile •• ••• • • • • • •• • •• • • •• ••• • •• ••• •• • • • of 000 .0 • .• • • • • • . • • •. •• • • • .• .• 1. On the cave 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" (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 inZ (109.7-148.4 cm2) 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 inZ (51.6-58.1 cm2) of 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 9 of 11 . • ...... .... . . ...... .... ...... • • • •• fees • • • • • 0000• •e f see• • e • • 00 • • • •.•se• • 0 • • • ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Nall thmugh plastic 51 spaddymWertlle 1wheomquiredi Paddylbetween tiles) Hattan optional Paddylundettne) v Jim* an dir ��•.oundetiaynten 512x4in. w*�� paft at ,!'c Wecoorae �da weephole loin. ztn. Emclosare Ddpedge MEMEMMMENEENEEMES High Pro81QTII* 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/" (19 mm) paddy on top of the eave course the 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 cm) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 1I. as ••• •• • • • •• AM4 E OUNTY ••• • ••• • • •• • • • • • • • • • • % • • • • • • ••• • • • • • ••• • • • • ••• • • • •• •• • • • • •• ••• • • •• ••• • • 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/" (19 mm) paddy on top of the eave course the 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 cm) - 9 (58.1 cm2) square inch adhesive contact with the underside of the tile at the head of the tile. Continue in same manner. NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09/04/14 Page 10 of 1I. ... . . . ... . . . .. .. . . . .. .. . . . . . . . . . . .... ....... . ... . .. . . . . . . 0. .. . . . . . . . . . . s.. . • . . . ... . ... . . .. ... .. . . . .. . .. . . . . ... . . . . . . . . . .. ... . . . . . .. t) Place enough adhesive to achieve 65 to 70 In contact with the pan Va. 2) Turn covers upside down. Placa adhesive In to 1 In. from outside edge of cover tiles Than Install the ilia. Ensure 70 to /�,C Underlayment Eave closurel (motarshown) ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Steep pitch Remove top portion of the nave course covertlte.Abut to second course of pan tiles. Eesureeaveand of pan and covertilesaretiushateave line. Two Piece Barrel -High Profile Tile Two Piece Barrel (Cap and Pan) 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 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 cm2) 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 plan tile course. Insure a minimum of 20 (129 cm ) - 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, T'(50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE ....... . . ... ......•. . ...... %: . .. ... ..• . .• • .•... MIAMMADE COUNWM • • • • 000 • • •• • • • • • • • • • • • •• • • • • • • • •e• • • • • • • • • • • • • • • • NOA No.: 14-0805.01 Expiration Date: 05/10/17 Approval Date: 09104/14 Page 11 of 11