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RF-19-320Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit # RF-6Z-19 -3ZO INSPECTION AFFIDAVIT DATE: January 28, 2019 I John Vila, State Certified Roofing and General Contractor licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: CCC1327814 & CGC1505587 On or about '2 )2o jzoi et 1 U: od A --f , I did personally inspect the roof deck nailing (Date & time) work at 185 NW 102 ST Miami Shores, FL 33150-1231 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property q%uuiiNiN1 mentioned. ��`` RO•S9lis'''% 'G0�ME 28 Sworn to and subscribed before me this 28T" day of 2019; ;•� �J� ?O�o'� ; s Notary Public, Sate of Florida at Larg ,— : d FF965tio2 0 •: 1 9Pi- a9110 dad the C+�1A 1. � 'ota Sa �41C STATED ;,N\" � 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspecfion. Include photographs of eawith permit # and address # dearly shown marked on the deck for each inspection Gadend nn nr1nrm+e%en+r>nno Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address 185 NW 102ND ST, Miami Shores, FL 33150 Cnntacts Issue Date: 02/26/2019 Parcel Number 1131010230070 Permit NO.: RF-02-19-320 Permit Type: Roof Work Classification: Tile/Flat Permit Status: Approved Expiration: 08/26/2019 MARIA DEL CARMEN TOLENTINO 185 NW 102 ST, MIAMI SHORES, FL 331501231 Owner VILA BUILDERS INC Contractor JOHN VILA Description: RE -ROOFING CEMENT TILES AND FLAT Valuation: $ 23,100.00 Inspection Requests: 4949 Total Sq Feet: 2,268.00 Fees Amount Application Fee - Other $50.00 CCF $14.40 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $4.80 Roofing Fee $250.00 Scanning Fee $12.00 Technology Fee $7.50 Total: $346.20 Payments Total Fees Credit Card Credit Card Amount Due: Date Paid 02/12/2019 02/26/2019 Amt Paid $346.20 $50.00 $296.20 JOB ATTWE . R.1 SPEC ... $0.00 Building Department Copy 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 DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws .Wion and oning. Futhermore, I authorize the above named contractor to do the work stated. F �% Signature: Owner / Applicant / Contractor / Agent Date February 26, 2019 Page 2 of 2 -1 R-.F"CEIVED L� BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS JOB ADDRESS: MARIA DEL CARMEN TOLENTINO FBC 20 k--:) Master Permit No. 97 a Z-1 �l - 32-0 Sub Permit No. ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 33150-1231 Folio/Parcel#: 11-3101-023-0070 Is the Building Historically Designated: Yes NO ✓ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): MARIA DEL CARMEN TOLENTINO Phone#: 305-308-4327 Address: 185 NW 102 ST City: Miami Shores State: FL Zip: 33150-1231 Tenant/Lessee Name: N/A Phone#: Email: CONTRACTOR: Company Name: Vila Builders, Inc. Phone#: 305-992-7999 Address: 2900 SW 121 Ave City: Miami State: FL 33175 Qualifier Name: John Vila Phone#: 305-992-7999 State Certification or Registration M CCC1327814 Certificate of Competency #: DESIGNER: Architect/Engineer: N/A Phone#: Address: City: State: Zip: Value of Work for this Permit: $ 23,100 Square/Linear Footage of Work: ZlDe 22&8 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑✓ Repair/Replace ❑ Demolition Description of Work: Re -roofing: cement tiles and flat Specify color of color thru tile: c%AVcaAL_ G2AY Submittal Fee $ Eb, 0C> Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Radon Fee $ Train Ing/Ed ucation Fee $ DBPR $ Notary $ Double Fee $ Bond $ Ste' q TOTAL FEE NOW DUE $ �0 (Revlsed02/24/2014) 116- 70 10 Bonding Company's Name (if applicable) N/A 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 �"'�-� Signature V� MARIA DEL CARMEN TOLENTINO John Vila OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this 28T� day of :3?*+3-1P92y 20 19 by MAQA OEL CAJZ), . ' MLQIJ r-lb , who is personally known to The foregoing instrument was acknowledged before me this 20)T' day of -3-A10»W 20 1-% by -MoW VILE , who is personally known to me or who has produced VL QMV1E!Rs C./cEI-OSL as me or who has produced as fiiiififfiiiffi►►►if►ffff ��1111111111l//// MISSION identification and who did take an oath. owti101Wil%,,�/// NOTARY PUBLIC:�gS10 ` N �;r, GD"�E28,2 -21 -4ign• _* Zrint: % Z FF965802 9e901ded k -G%' T' Seal: i 'f�j.'a9@�Not0 SOTh •0�� •. H01ary S° • ' O � 9t/C, STA1 11E0\ 0�\ /1TA Ff1 *#tOft►f##i#►#########►►###ti►►f►###►►►ftf►it►#►f#f►f#►►####►f► Structural Review Clerk (Revised02/24/2014) t 0, OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3101-023-0070 Property Address: 185 NW 102 ST Miami Shores, FL 33150-1231 Owner MARIA DEL CARMEN TOLENTINO Mailing Address 185 NW 102 ST MIAMI, FL 33150-1231 PA Primary Zone 0800 SGL FAMILY - 1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/0 Floors 1 Living Units 1 Actual Area 1,494 Sq.Ft Living Area 901 Sq.Ft Adjusted Area 1,229 Sq.Ft Lot Size 8,025 Sq.Ft Year Built 1940 Assessment Information Year 2018 2017 2016 Land Value $176,539 $176,539 $176,539 Building Value $92,355 $85,747 $85,789 XF Value $276 $276 $276 Market Value $269,170 $262,562 $262,604 Assessed Value $121,515 $119,016 $116,569 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Assessment $147,655 $143,546 $146,035 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 PB 24-71 BONMAR PARK ADD A RE -SUB LOT 16 E25FT LOTS 17-18-19-20 BLK 1 LOT SIZE 75.000 X 107 • The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Generated On : 1/28/2019 Taxable Value Information • • • • • • • ' 018 : .2al • '2016 County •••••• • Exemption Value $5 A6 $50"000 $69,419 Taxable Value "I,5+15 $69,016 $66,58% School Board •0 :..goo Exemption Value $; "o,000 $25 006 i?tootc Taxable Value $96,515 $9.4 d"It $91,569 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $71,515 $69,016 $66,569 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $71,515 $69,016 $66,569 Sales Information Previous Sale Price OR Book -Page Qualification Description 11/01/1999 $87,000 18900-1343 Sales which are qualified 04/01/1991 $64,000 15003-0985 Sales which are qualified 04/01/1973 $36,000 00000-00000,, Saes which are qualified Version Orr Thl> D•tument Prepared By sad Return to: REC. t 890O• ".I 34J RCYa.'. Tr- ^ "' Vk&:,N t4 99Ft628 1 15 1999 DEC 13 14:20 Parcel ID Number: Warranty Deed This Indenture, Mbdcthis 9th day of November , 1999 A.O., Between Marie R. Rimpel, a single woman of the County of BROWARD , State of .Florida , grantor, and Maria del Carmen Tolent1no .ho—ild—Av 185 N.W. 102 Street, MIAMI, FL 33150 or the county of MIAMI-DADE , state or Florida , grantee. W itnesseth that the GRANTOR, for and inconsideration of the sum of ------------------------TEN DOLLARS ($10)----------------------- lynl_LARS, and other good and valuable corsidention to GRANTOR in hand paid by GRANTEE. the receipt wbe—( is hereby acknowledged, has granted, bargained and sold to the said GRANTEE and GRANTEES heirs, successors and assigns forever. the following described land, situalc, • • lying and being in the County of MIAMI -DADE Sum of Florida to wlc • • Lontgg 16 and East 25 Feet of Lots 17, 18., 19 and 20, in Block 1, of •••••• • • • • OBOPARK ADDITION, according to the Plat thereof, recorded in Plat • • •� • Btiybk 24, at page 71, of. the Public Records rDf MiAMT-DARE County, • • • • • ... �rida _ •••••• • • • • 000000 • • • • • • • • • • • y • • ' • • • • • DOCSTPOEE 522.00 SURTX O.0 0 • • • • HARVEY RUVIN, CLERK DADE COUNTY. • • • • • F • • •••••• • • • • • • • • • • • • • • •••••• • • • • • •••••• • • • •••• of rc"+nCnn/rJP.a��rt•• r .. a. • • • • • • r reu •.: Irv_,, RUVIN }tA17VEV _..J- CLLRr` GlRGrN Rrms'g and the grantor does hereby fully warrant the title to mid land, and will defend the -me against lawful claims of all persons whurroo—cr. In Witness Whereof, the for has hereunto set her hand and seal the day and year first above written. Slgne " algid and 11 red in our presence: l' ' (Seal) :cARL N1 SU(r/( tit' ar e e Witness P.O. Address: 3140 Ensc•ada Way, HOLLYWOOD. FL 3302S /n "e�iQn Lif �. t Yi E Witness STATE OF Florida COUNTY OF MIAMI-DADE The foregoing instrumrnt was acknowledged before me this 9th day o! Novrom or , 1999 by Marie R. Rimpel, a single woman she is persmtally known tome or she has pruduccd her Florida driver's 11 eerie catirtn. %,�y_ VIAND. Caatt2 #3bP* * Carr•rY -im CCn3Xa r n e ame %_,/r Eapinm Notr•ncWM2=Notary Public My Con or issiori Ritpires: L L.re Cax,uN lry ca,N.Y �Y�r^ra ra. lnrt Iwll ]O))))) lam lLWlYI Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERTS AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: January 28, 2019 10050 NE 2nd Ave Miami Shores, FI 33138 "•' Re: Owners Name: MARIA DEL CARMEN TOLENTINO ' ; • • • w • .. • Property Address: 185 NW 102 ST Miami Shores, FL 33150-1231 • • • • • • • • wwww sssssw • • suss% Roofing Permit Number: • • • • ..... Dear Building Official: • sw s• • ww swsws• MARIA DEL CARMEN TOLENTINO certify that I am not required to retrofit the roof to waliconngctich of my '. sswsws asswsr building because: 000 vfThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please atte61•6roof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) MARIA DEL CARMEN TOLENTINO Si nature Print Name State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this 2-6r day of � Y �� ►��tllllli��ii �� •� • • R� Spy/s ��i . 01SSI0N � Notary Public, Sate of Florida at Large z_ N s When the just valuation of the structure for purpose of ad vab is equal in or more than $300,000.00, and the b vnot Cons with FBC nor�1994 SFBC. Then you must provide a budding application from a General Contractor for the Roof to Well connection Hurricane Mf�l�p `�m�oVede i� /-A•. Notary S Revised on 5/21/2009 //////�G��1II11 4 SECTION 1524 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. � 2. /--Renailmg wood decks: When replacing roofing, the existing wood roof deck may have to be r6nailed in accordance with the current provisions of Section R4403. (The roof deck is usually •" concealed prior to removing the existing roof system). ...... .... 4. i Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking • • • • : gam viewed from below. The owner may wish to maintain the architectural appearance; therefore, • • • • , •' • 0 0 ' 50aR5 nail penetration of the underside of the decking may not be acceptable. This provides the option of • •; •. •. �miniaining the appearance. ...... .. . .. WC :0:-6. 'verflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is • .riot overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this • ' . ". : `discYarge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow • ` scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. r /. ai X�'._�/28/2019 r V 1/28/2019 0%4ner/Agent's Signature Date C ntractor Signature Date MARIA DEL CARMEN TOLENTINO John Vila 185 NW 102 ST Miami Shores, FL 33150-1231 Property Address Revised on 7/9/2009 LD;07/01/2015; Permit Member 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES 16.36 SECTION 1525 HIGH -VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Permit Application Form Attachments Required See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,5,1,7 • • • Asphaltic Shingles A,B,D Concrete or Clay Tile A,B,D,E 1,2,3,44r5,7.. Metal Roofs A,B,D 1,2,3,40,8,1•. ; Wood Shingles and Shakes A,B,D 1,2,4,�,V j .. • Other As Applicable 1,2,3,40,6,i• . ATTACHMENTS REQUIRED: . • 1. .. . Fire Directory Listing Page 2. From Product Approval: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component of Product Approval 5. Municipal Permit Application 6. I Owners Notification for Roofing Considerations (Reroofing Only) 7. 1 Any Required Roof Testing/Calculation Documentation FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 i 1 Section A (General Information) 1 Master Permit No. _ Process No. 1 1 Contractor's Name Vila Builders, Inc. 1 Job Address 185 NW 102 ST Miami Shores, FL 33150-1231 1 1 ROOF CATEGORY 1 1 Low Slope ❑ Mechanically Fastened Tile Ef Mortar/Adhesive Set Tiles 1 . � .... • El Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes 1 ❑ Prescriptive BUR-RAS 150 1 ...... .. . ...... • ROOF TYPE • O New roof • • • • . ❑ Repair ❑ Maintenance ❑ Reroofing ❑ Recovering •' • 00000 ROOF SYSTEM INFORMATION 1 • • • • ' Loh;II pe Ro*%Oe,%(SF) 777.4 Steep Sloped Roof AREA (SSF) i_49o_6 Total (SF) 2,268 1 • 1 ...... . . . . Section B (Roof Plan) 1 Sketch Roof Pla�l: Rlwatrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimen- 1 sibpj ptsections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. 1 1 1 1 1 1 1 1 OVII See attached drawing 1 v 1 1 1 1 ly 1 BPI ' BY- --. FLORIDA BUILDING CODE — BUILDING, Sth ED fha` 15.37 Copyright to, or lic sed by. It C (ALL RIGHTS RESERVED); accessed by Elieur Palacio on Jun 8, 2015 10:32:12 AM pursuant to Licenac Agreement. No er reproductions authorized. ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) 1 High -Velocity Hurricane Zone Uniform Permit Application Form. 1 1 1 Section C (Low Slope Application) Top Ply Fastener/Bonding Material: 1 Fill in specific roof assembly components and identify Self Adhered 1 1 manufacturer Surfacing: N/A 1 1 (If a component is not used, identify as "NA") Fastener Spacing for Anchor/Base Sheet Attachment: 1 ' System Manufacturer: Polyglass USA Field: 8 " oc @ Lap, # Rows 3 @ 8 " oc 1 1 Product Approval No.: 17-1004.09 Perimeter: 6 " oc @ Lap, # Rows 4 @ 6 " oc 1 Design Wind Pressures, From RAS 128 or Calculations: Corner: 6 " oc @ Lap, # Rows 4 @ 6 " oc 1 1 Number of Fasteners Per Insulation Board: • 0000 . 1 1 P1: 42.8 P2: 71.7 P3: 108.00 . . •••• the •••• 1 Field N/A Perimeter • • • Comte � •` 1 • Max. Design Pressure, from the specific product 0 0 a:* 0 . .. ... ; 1 approval system: 52.5 Illustrate Components Noted and DeteWs as Applicable: ti • 1 Deck: 1 Woodblocking, Gutter, Edge Termination Strippingg Flashing, Continuous Cleat, Cant Strip,Basg F�fh COyrit�l' Shin g' g' • �• • • Type: Plywood yp Coping, Etc. •••••• •• • • 40000 1 Indicate: Mean Roof Height, Parapet VVIght, H¢�igRt•gf•Base 1 Gauge/Thickness: 5/8" Flashing, Component Material, Ma ZeliaL l hickness, Fastener • • • • • • • 1 Type, Fastener Spacing or Submit Manufacturers Details that 1 • 1 Slope: 3":12" Comply with RAS 111 and Chapter 16. : • • •: • • • • • • • 1 Anchor/Base Sheet & No. of Ply(s): N/A • • ' • • 1 Anchor/Base Sheet Fastener/Bonding Material: metal 3" face TFT. 1 N/A hed with 1 1 1-1/4" R/S N/A 1 Insulation Base Layer: N/A . FEIastoflex 1 1 Base Insulation Size and Thickness: N/A Parapet Height 1 P FRBase Insulation Fastener/Bonding Material: asoexA V N/A Elastobase 1 1 Top Insulation Layer: N/A FT. 12' 1 Top Insulation Size and Thickness: N/A Mean 1 Roof 1 Top Insulation Fastener/Bonding Material: Height 1 N/A Attach base sheet using j 1 11 ga. annular ring shank 1 Base Sheet(s) & No. of Ply(s): i Ply Elastobase nails and 1-5/8" diameter 1 1 1 Base Sheet Fastener/Bonding Material: tin caps spaced 8" o.c. in 1 1 1-5/5" tin caps & 1-1/4" R/S Nail D/C a 4" lap and 8" o.c. in three equally spaced 1 Ply Sheet(s) & No. of Ply(s): 1 Ply Elastoflex SA V staggered rows in the 1 1 center of the sheet. 1 1 Ply Sheet Fastener/Bonding Material: 1 1 Self Adhered 1 Top Ply: Elastoflex SA P FR 1 I 16.38 FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 1 ' ` I I ' Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliczer Palacio on Jun 8, 2015 10:32:12 AM pursuant to License Agreement. No further reproductions authorized. a • . • • • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Boral Roofing, LLC Notice of Acceptance Number. 18-05093.17 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 39.1 P1: 68.1 P1: _ 100.7 Deck Type: 5/8" Plywood Type Underlayment: 30# ASTM Felt Insulation: N/A Fire Barrier: N/A Ridge.Ventili;& : No : Mean Roof Height: 14 Fastener Type & Spacing: L1-1/4" R/S nails Adhesive Type: Medium paddy Polyform Polypro \ Type Cap Sheet: I Polyglass Polystick TU Plus Roof Covering: Concrete tile - Boral Saxony Dark Charc al Type & Size Drip Galy r face 26 ga. Edge: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t FLORIDA BUILDING CODE — BUILDING, 5th EDITION (2014) 15.39 Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Fliezcr Palacio on Jun 8, 2015 10:32:12 AM pursuant to License I I 1 1 1 Agreement. No further reproductions authorized. 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code 5th Edition (2014) High -Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from M,. If the M, values are greater than or equal to the M, values, for each area of the roof, then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: 39.1 x X0.315 = 12.3 ) - Mg: 7.62 = Mr, 4.70 Product Approval M, 40.4 (P2:68.1 x)L 0.315 = 21.5 ) - Mg: 7.62 = M2 13.8 Product Approval M, 40.4 (P3:100.7 xX 0.315 = 31.7 ) - Mg: 7.62 = Mr, 24.1 Product Approval M, 40.4 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval M, • M, required Moment Resistance' Mean Roof Height Roof Slope 15' 20' 25' 30' • • • 40' • 4 2.2 3:12 32.2 34.4 36.0 37.4 • f f •9 8 4:12 30.4 32.2 33.8 35.1 0 0 • 017.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 8 32A 7:12 24.4 25.9 27.1 28.2 . .30.0 ; 'Must be used in conjunction with a list of moment based tile systems endorsed by the Broward MntyBoard:3f J?uigs and ' Appeals. 0000 For Uplift based tile systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P1:_ x L = x w: _ ) - W: x cos A = Fr, Product Approval F' (P2:_ x L _ = _ x w: = ) - W: _ x cos 0 _ = F2 _ Product Approval F (P3:_ x L _ = _ x w: = ) - W: _ x cos 0 _ = Fr3 _ Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis pre- pared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance M, Product Approval Required Moment Resistance Mq Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. 15AO FLORIDA BUILDING CODE - BUILDING, 5th EDITION (2014) 1 n 1 1 I Copyright to, or licensed by, ICC (ALL RIGHTS RESERVED); accessed by Eliezer Palacio on Jun 8, 2015 10:32:12 AM pursuant to Liccnsc ' L1 Agrccmem No further reproductions authorized. BUILDERS 185 NW 102nd St, Miami Shores, FL 33150-1231 Prepared for you by Vila Builders Inc Vila Builders Inc 2900 SW 121 Ave Miami, FL 33175 John Vila te1.305-992-7999 email: johnvila@bellsouth. net Measurements provided by';6-EAGLEVIEW` 1;2f>-EAGLEVIEW IMAGES Premium Report 1/29/2019 Claim: MARIA DEL CARMEN TOLENTINO RESIDENCE The following aerial images show different angles of this structure for your reference. Top View © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. — All Rights Reserved — Protected by European Patent Application No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515, 125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 1 '�EAGLEVIEW0 In this 3D model, facets appear as semi -transparent to reveal overhangs. Claim: MARIA DEL CARMEN TOLENTINO RESIDENCE PREPARED FOR Contact: Company: Address: Phone: John Vila Vila Builders Inc 2900 SW 121 Ave Miami, FL 33175 305-992-7999 Premium Report 1/29/2019 TABLE OF CONTENTS Images.....................................................................I LengthDiagram.........................................................4 PitchDiagram............................................................5 AreaDiagram............................................................6 Notes Diagram...........................................................7 Report Summary ........................................................8 MEASUREMENTS Total Roof Area =2,268 sq ft Total Roof Facets =10 Predominant Pitch =3/12 Number of Stories >1 Total Ridges/Hips =58 it •• 0 0 0• 400696 Total Valleys =0 ft • • • • • Total Rakes =122 ft 0 ' ...... . .. ...... Total Eaves =193 ft ...:.. 0 . .... . ..... o ...... .. . ..... . 00000 . .. ...... . ...... .00 . . . . ..... . ..... . .. . . .. . . . . Measurements provided by www.eagleview.com y Certified Accurate www.eaeleview.com/Guarantee.aspx © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp, — All Rights Reserved — Protected by European Patent Application No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. �EAGLEVIEW IMAGES • • • • • • *00 • • • • •••••• •• • • • Premium Report 1/29/2019 Claim: MARIA DEL CARMEN TOLENTINO RESIDENCE East Side West Side © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. - All Rights Reserved - Protected by European Patent Application No. 10162199.3 - Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 3 10>-EAGLEVIEW' IMAGES Premium Report 1/29/2019 Claim: MARIA DEL CARMEN TOLENTINO RESIDENCE North Side South Side © 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. - All Rights Reserved - Protected by European Patent Application No. 10162199.3 - Covered try one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8, 170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 2 -EAGLEVIEW' LENGTH DIAGRAM Total Line Lengths: Ridges = 39 ft Hips = 19 ft Valleys = 0 ft Rakes = 122 ft Eaves = 193 ft Premium Report 1/29/2019 Claim: MARIA DEL CARMEN TOLENTINO RESIDENCE Flashing = 81 ft Step flashing = 18 ft Parapets = 0 ft E N S w •00000 .. 0 0 0 . ..... • ... • . •• •000:0 . 0 0 0 0 . Note: This diagram contains segment lengths (rounded to the nearest whole number) over 5.0 Feet. In some cases, segment labels have been removed for readability. Plus signs preface some numbers to avoid confusion when rotated (e.g. +6 and +9). p 2008-2019 Eagle View Technologies, Inc. and Pictometry International Corp. — All Rights Reserved — Protected by European Patent Appllcatlon No. 10162199.3 — covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 4 I;� kEAGLEVIEW' Premium Report 1/29/2019 Claim: MARIA DEL CARMEN TOLENTINO RESIDENCE PITCH DIAGRAM Pitch values are shown in inches per foot, and arrows indicate slope direction. The predominant pitch on this roof is 3/12 ...... .... Note: This diaoram contains labeled Ditches for facet areas larger than 20.0 square feet. In some cases, Ditch labels have been removed for readability. Blue shading indicates a pitch of 3/12 and greater. Gray shading indicates flat, 1/12 or 2/12 pitches. If present, a value of "F" indicates a flat facet (no pitch). p 2008-2019 Eagle View Technologles, Inc. and Plctometry International Corp. — All Rights Reserved — Protected by European Patent Application No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 5 10),,EAGLEVIEW AREA DIAGRAM Total Area = 2,268 sq ft, with 10 facets. Premium Report 1/29/2019 Claim: MARIA DEL CARMEN TOLENTINO RESIDENCE U • • .. -.... .. .... Soo ...... • • . • • .... • 000000 00 • . • • 9000 N s w Note: This diagram shows the square feet of each roof facet (rounded to the nearest Foot). The total area in square feet, at the top of this page, is based on the non -rounded values of each roof facet (rounded to the nearest square foot after being totaled). m 2008-2019 Eagle View Technologies, Inc. and Pktometry International Corp. - All Rights Reserved - Protected by European Patent Application No. 10162199.3 - Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 6 �EAGLEVIEW a I NOTES DIAGRAM Roof facets are labeled from smallest to largest (A to Z) for easy reference. ...... .... Note: This diagram also appears in the Property Owner Report. Premium Report 1/29/2019 Claim: MARIA DEL CARMEN TOLENTINO RESIDENCE E N e w ® 2008-2019 Eagle Vlew Technologies, Inc. and Pktomet- Intematlonal Corp. — All Rights Reserved — Protected by European Patent Applkatlon No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 7 �EAGLEVIEW 411 REPORT SUMMARY Premium Report 1/29/2019 m: MARIA DEL CARMEN TOLENTINO RESIDENCE The table above lists each pitch on this roof and the total area and percent (both rounded) of the roof with that pitch. This table shows the total roof area and squares (rounded up to the nearest decimal) based upon different waste pfFm4rtVes. The waste factor is subject to the complexity of the roof, individual roofing techniques and your experience. Please consider this where 9 * e e calculating appropriate waste percentages. Note that only roof area is included in these waste calculations. Additional materials .0 needed for ridge, hip, valley, and starter lengths are not included. • • • • • • • 6 .. 0 0 0 0 0 : 0 .... 0 00 ...... Lengths, Areas and Pitches Ridges = 39 ft (2 Ridges) Hips = 19 ft (5 Hips). Valleys = 0 ft (0 Valleys) Rakes* = 122 ft (11 Rakes) Eaves/Starter** = 193 ft (15 Eaves) Drip Edge (Eaves + Rakes) = 315 ft (26 Lengths) Parapet Walls = 0 (0 Lengths). Flashing = 81 ft (8 Lengths) Step flashing = 18 ft (6 Lengths) Total Area = 2,268 sq ft Total Roof Facets = 10 Predominant Pitch = 3/12 Propeq oUtion :'. '. •9000 Longitude = -180.201AQ • • • •; • Latitudd t'ZS.8689304 • Notes' ' • • •••••• This wc* ord�rpd as a residential • property! Thert werero ftpges t; • the structure in the past,%ar years. Online Maps Online map of property httD://maDs.000ale.com/maos?f=a&source=s o&hl=en&geocode=&Q=185+NW+102nd+St,Miami+Shores,FL,33150-1231 Directions from Vila Builders Inc to this property htto://maos.CI000le.com/maas?f=d&source=s_d&saddr=2900+SW+121+Ave,Miam FL 33175&daddr=185+N_W+102nd+St,Miami+Sho res,FL,33150-1231 * Rakes are defined as roof edges that are sloped (not level). ** Eaves are defined as roof edges that are not sloped and level. © 2008-2019 Eagle Vlew Technologles, Inc. and PIctometry International Corp. — All Rlghts Reserved — Protected by European Patent Applicatlon No. 10162199.3 — Covered by one or more of U.S. Patent Nos. 8,078,436; 8,145,578; 8,170,840; 8,209,152; 8,515,125; 8,825,454; 9,135,737; 8,670,961; 9,514,568; 8,818,770; 8,542,880; 9,244,589; 9,329,749; 9,599,466. Other Patents Pending. PAGE 8 RAS 127 10 EFFECTIVE MARCH 2O12 2010 FBC HVHZ ROOFING APPLICATION STANDARD RAS-127 TABLE 1 - RISK CATEGORY II EXPOSURE CATEGORY "C"' MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pass (1)2], PERIMETER [Pass (2)2], AND CORNER [Pasd (3)9 AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED ROOF SLOPE >2:12to56:12 >6:12to512:12 ROOF MEAN HEIGHT' Pasd (1) Pasd (2) FPasd (3) FPasd (1) Pasd (2)"& Pasd (3) _.201j ,39.1, E 68.1! 10 00.71 -42:8 -50.0 > 20' to <_ 25' 7---Z--9F`i1.3 -165.4F-44 - -8 -52.3 > 25' to <_ 30' F-42 -4 -73.9 -109.3 F-46.4 -54.3 > 30916 5 35'• • -43.9 F-76.6 -113.2 -48.1 -56.2 > 35.to <_ 4i:;.:.. f� -45.1 ,�78.7 -116.3 -49.4 -57.8 L..... ..... . .... •„• ;i ABEL 4.. RISK C/--.TEGORY h EXPOSURE CA T EGOR`,' "D"' NtMtIV%UIV DESIGN WIND UPLIFT PRESSURES IN PSF 60••1:OR FtFLD [Pasp (IL, PERIMETER [Pasd (2)], AND CORNER [Pasd (3)] AREAS OF 4:•RCtOFS•FOFJ EXFSO;StfRE D BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED3 i ROOF SLOPE >2:12to<_6:12 I >6:12to<_12:12 ROOF MEAN HEIGHT I Pasd Pasd (2) Pasd (3) Pasd (1) Pasd (2) & Pasd (3) _< 20' _ -47.0 -81.9 F -121.0E-51.4 -60.1 > 20' to 5 25' F-48.8 -85.0 -125.7 -53.4 -62.4 (� > 25' to <_ 30' -50.3 F-87.7 F:Ti9.6 -55.0 -64.4 > 30' to s 35' -51.5 -89.9 F-132.7 -56.4 -65.9 ! > 35' to <_ 40' i -52.7 -91.9 F-135.8 -57.7 -67.9 '. CALCULATED IN ACCORDANCE WITH ASCE. FOR HIP ROOFS WITH SLOPE _55.5:12, Pasd (3) SHALL BE TREATED AS Pasd (2) Pasd = 0.6 Pult asd: allowable stress design ult. ultimate (calculated design pressure) RAS 127 10 EFFECTIVE MARCH 2O12 2010 FBC HVHZ ROOFING APPLICATION STANDARD RAS-127 TABLE 1 - RISK CATEGORY II EXPOSURE CATEGORY "C"' MINIMUM DESIGN WIND UPLIFT PRESSURES IN PSF FOR FIELD [Pass (1)'], PERIMETER [Pass (2)j, AND CORNER [Pass (3)'] AREAS OF ROOFS FOR EXPOSURE C BUILDINGS WITH A ROOF MEAN HEIGHT AS SPECIFIED' ROOF SLOPE >2:12to<_6:12 F >6:12toS12:12 ROOF MEAN HEIGHT' FFasd (1) FPasd (2) FPasd (3) FPasd (1) Pasd (2)'& Pasd (3) 5 20' �39�i� r 8.], (100.7� -42.8 -50.0 > 20' to 5 25' -40.9 F-71.3 F-105.4 -44.8 -52.3 > 25' to 5 30' F-42.4 -73.9 F -109.3 F46.4 -54.3 > 30' to <_ 35' F43.9 7-76.6 F-1 13-2 F-48.1 ; - -• •;5Q.2 • • • > 35' to <_ 40' ��,8� -1r 16.3 F-49.4 "'.0T.8 ' ...... TABLE 2 - RISK CATEGORY II EXPOSURE CA T EGOR`,' "D"`••;••; ;•• •• MINIMUMS DESIGN WIND UPLIFT PRESSURES II\ PSF ' ' FOR FIELD [Pasd (1)], PERIMETER [Pasd (2)], AND CORNER [Pasd (3)] 04RE4S Ot: ROOFS FOR EXPOSURE D BUILDINGS WITH A ROOF MEAN HEIGHT AS $,P�CIFfED'•• as • • •• ROOF SLOPE >2:12to<_6:12 >6:12to<_12:12 •••• ROOF MEAN HEIGHT3 'Pasd (1) Pasd (2) Pasd (3) Pasd (1) Pasd (2) & Pasd (3) s 20' F-47.6 -81.9 -121.0 -51.4 -60.1 > 20' to _< 25' F48-8 F-85-0 -125.7 -53.4 -62.4 > 25' to 5 30' F_-5O.3 -87.7 F-129.6 755.0 -64.4 > 30' to 5 35' F 51.5 r -89.9 -132.7 -56.4 -65.9 > 35' to <_ 40' F-52.7 -91.9 -135.8 -57.7 -67.9 '. CALCULATED IN ACCORDANCE WITH ASCE. FOR HIP ROOFS WITH SLOPE <_5.5:12, Pasd (3) SHALL BE TREATED AS Pasd (2) Pasd = 0.6 Pult asd., allowable stress design ult. ultimate (calculated design pressure) MIAN$ 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.¢ov/economy 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,, therganufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or • • .. •s'ltspend tltefise of sgdLprcgluct or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is deteiafted b)PMi'dt41i-Dade County Product Control Section that this product or material fails to meet the ''requirements of the a7picable building code. • • • • his product is appro W * described herein, and has been designed to comply with the Florida Building Code • ipcludifig the tligh WgZi� Hurricane Zone of the Florida Building Code. ..... . .. 000000 • • • • •DESCMPIMN: Volyihms Self -Adhered Roof System over Wood Decks . . ... .. . . . 0 * 'LABEUNW. Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following • • • • statement:•"M�ami-Dade�C�eunty 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# 17-1004.09 and consists of pages 1 through 34. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-1016.01 Expiration Date: 10/11/22 Approval Date: 01/03/19 Page 1 of 34 ROOFING ASSEMBLY APPROVAL Category Roofing Sub -Category: Modified Bitumen Materials SBS/APP/TPO Deck Type: Wood Maximum Desien Pressure -112.5 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Polyanchor Polyglass G2 Base Elastoshield HT Dimensions 250' x 48" 108' x 36" 65' 8" x 3' 3-3/8" Test Specification ASTM D 4601, Type II ASTM D 4601, Type lI ASTM D 6162 XtraFlex SBS HT 65' 8" x 3' 3-3/8" ASTM D 6162 Base 650 Elastobase 65' 2" x 3' 3-3/8" ASTM D 6163, Type I Elastoflex SA V 66' 8" x 3' 3 3/8" ASTM D 6163, Type I Elastoflex SA V FR 66' 8" x 3' 3-3/8" ASTM D 6163, Type I Elastoflex SA V 66' 8" x 3' 3 3/s" ASTM D 6163, PLUS Type I Elastoflex SA V 66' 8" x 3' 3-3/8" ASTM D 6163, PLUS FR Type I XtraFlex SBS Base 66' 8" x 3' 3 3/8" ASTM D 6163, SA Type I XtraFlex SBS Glass 65' 8" x 3' 3-3/8" ASTM D 6163, Base Type I Elastobase P 65' 8" x 3' 3-3/8" ASTM D 6164, Type I Elastoflex SA P 32' 10" x 3' 3-3/8" ASTM D 6164, Type I Product Description A polymer woven, high performance, synthetic base sheet. Asphalt -coated fiberglass reinforced base sheet .... SBS modified asphalt coate4 fibgglass/pbLWt0 • base ' reinforced sheet. SBS modified asphalt coated ffttglass/polyester • • • • • • reinforced base sheet. """ :....: SBS modified asphalt coated fiba glass rdiiiidrUd ..... base sheet. ...... .. ..:..' Self -adhered, fiberglass rein%rceas SBS modified ... bitumen membrane with a salt=ad�itring back face and ... a smooth top surface. • • • • • Self -adhered, fire -rated, fiberglass teinfo¢e¢,• S$S • modified bitumen membrane with a self-adheMg back face and a smooth top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fire -rated, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a smooth top surface. SBS modified asphalt coated fiberglass reinforced base sheet. SBS modified asphalt coated polyester reinforced base sheet. Self -adhered, fiberglass reinforced, SBS modified bitumen membrane with a self -adhering back face and a granule top surface. NOA No.: 17-1016.01 Expiration Date: 10/11/22 Approval Date: 01/03/19 Page 2 of 34 Elastoflex SA P FR 32' 10" x 3' 3-3/8" ASTM D 6164, Self -adhered, fire -rated, polyester reinforced, SBS Type I modified bitumen membrane with a self -adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10" x 3' 3 3/e" ASTM D 6164, Self -adhered, fiberglass reinforced, SBS modified Type I bitumen membrane with a self -adhering back face and a granule top surface. Polyfresko G SBS SA 32' 10" x 3' 33/s" ASTM D 6164, Self -adhered, fire -rated, fiberglass reinforced, SBS FR Type I modified bitumen membrane with a self -adhering back face and a granule top surface. Polyreflect 32' 10" x 3' 33/8" ASTM D 6164, Self -adhered, polymer, SBS modified bitumen Type I membrane with a self -adhering back face and a smooth top surface. XtraFlex SBS G SA 32' 10" x 3' 3-3/8" ASTM D 6164, Self -adhered, fire -rated, polyester reinforced, SBS Type I modified bitumen membrane with a self -adhering back face and a granule top surface. Polybond ...... .... . ; .. J.olyflex .. • . •' : *AtraFlex APP S • • • • fblyKopt ...: • .. • • • • . • • • • • • XtraFlex Kool APP SA Polyflex SA P Polyflex SA P FR Polyfresko G APP SA Polyfresko G APP SA FR 32' 10" x 3' 3-3/8" ASTM D 6222 •.7�'.10" x 3' 3-3/8" • •'12'•10" x 3' 3-3/8" • 32t 10" x 3' 33/s" • as Torch applied, polyester reinforced, APP modified bitumen membrane with a bum off polyethylene back face and a smooth or sanded top surface. ASTM D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. ASTM D 6222 Torch applied, polyester reinforced, APP modified bitumen membrane with a burn off polyethylene back face and a smooth or sanded top surface. ASTM D 6222, Self -adhered, polyester reinforced, APP modified Type I bitumen membrane with a self -adhering back face and a white film laminate on the top surface. 32' 10" x 3' 33/8" ASTM D 6222, Self -adhered, polyester reinforced, APP modified Type I bitumen membrane with a self -adhering back face and a white film laminate on the top surface. 32' 10" x 3' 33/s" ASTM D 6222, Self -adhered, polyester reinforced, APP modified Type I bitumen membrane with a self -adhering back face and a granule top surface. 32' 10" x 3' 33/8" ASTM D 6222, Self -adhered, fire -rated, polyester reinforced, APP Type I modified bitumen membrane with a self -adhering back face and a granule top surface. 32' 10" x 3' 33/8" ASTM D 6222, Self -adhered, polyester reinforced, APP modified Type I bitumen membrane with a self -adhering back face and a granule top surface. 32' 10" x 3' 33/8" ASTM D 6222, Self -adhered, fire -rated, polyester reinforced, APP Type I modified bitumen membrane with a self -adhering back face and a granule top surface XtraFlex APP G SA 32' 10" x 3' 3 3/s" ASTM D 6222, Self -adhered, fire -rated, polyester reinforced, APP Type I modified bitumen membrane with a self -adhering back face and a granule top surface. NOA No.: 17-1016.01 Expiration Date: 10/11/22 Approval Date: O1/03/19 Page 3 of 34 Polyglass APP Base 65' 8" x 3' 3 3/s" ASTM D 6509, APP modified asphalt coated fiberglass reinforced Type I base sheet. PG 100 1, 3, 5, 50, 55 gal, ASTM D41 A penetrating solution of solvent and a blend of tube or 17 oz. spray selected asphalts used to promote adhesion. can PG 350 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designed for use with tube Type III modified bitumen membranes. PG 400 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use in tube ASTM D3409 dry or damp conditions. PG 425 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use in tube ASTM D3409 dry or damp conditions. PG 450 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement. tube PG 500 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use tube with modified bitumen membranes. POLYPLUS 35 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibered rubberized adhesive designed foiNg with tube Type III modified bitumen membranes. ' . .... ...... POLYPLUS 45 1, 3, 5, 50, 55 gal. or tube ASTM D4586 A thick, fibered, rubberized fldsh4g centht 0 0 0 : 0 0 0 .. ...... POLYPLUS 50 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement fQrr use tube with modified bitumen membranes. • • • • • • XtraFlex 10 1, 3, 5, 50, 55 gal, ASTM D41 an A penetrating solution of soivont d a bend tube or 17 oz. spray .. .. . .. ...... selected asphalts used to pr4tpQlq adhesion. • • can ' . . . . ...... XtraFlex 35 1, 3, 5, 50, 55 gal. or ASTM D3019 A fibered rubberized adhesiye 4pSigned fbr use with ;. • • •; tube Type III modified bitumen membranes.' ' : 0 00 0 ' XtraFlex 50 Premium 1, 3, 5, 50, 55 gal. or ASTM D4586 A thick, fibered, rubberized flashing cement for use Modified Wet/Dry tube with modified bitumen membranes. Cement WB-3000 5 gallon pail Proprietary A low-VOC, water -based acrylic primer to enhance adhesion of self -adhered membranes. NOA No.: 17-1016.01 Expiration Date: 10/11/22 Approval Date: O1/03/19 Page 4 of 34 APPROVED INSULATIONS: TABLE 2 Product Name Product Description Polytherm-H Polyisocyanurate foam insulation Polytherm Polyisocyanurate foam insulation ACFoam-H Polyisocyanurate foam insulation ACFoam-III Polyisocyanurate foam insulation Structodek High Density Fiberboard Roof Wood fiber insulation board Insulation DensDeck, DensDeck Prime Gypsum insulation board H-Shield Polyisocyanurate foam insulation H-Shield CG Polyisocyanurate/perlite composite insulation ENRGY-3 Polyisocyanurate foam insulation Fesco Board ... * 0 0 .... • • Expanded mineral fiber • Multi -Max FA-3 • • • • Polyisocyanurate foam insulation • • •g CUROtk Gypsum -Paler *Roof Board Fiber reinforced coverboard ...... ..... . .... ..... . .. ...... ...... .. . .. .. ...... . . . . Manufacturer (With Current NOA) Polyglass USA, Inc. Polyglass USA, Inc. Atlas Roofing Corp Atlas Roofing Corp Blue Ridge Fiberboard, Inc. Georgia-Pacific Gypsum LLC Hunter Panels, LLC Hunter Panels, LLC Johns Manville Corp. Johns Manville Corp. Rmax Operating, LLC. United States Gypsum Corporation NOA No.: 17-1016.01 Expiration Date: 10/11/22 Approval Date: 01/03/19 Page 5 of 34 APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufacturer Number Name Descriution Dimensions (With Current NOA) 1. Dekfast DF-#12-PH3 Insulation fastener for wood, SFS Group USA, Inc. steel and concrete decks 2. Dekfast DF-#14-PH3 Insulation fastener for wood, Various SFS Group USA, Inc. steel and concrete decks 3. Dekfast DF-#15-PH3 Insulation fastener for wood, Various SFS Group USA, Inc. steel and concrete decks 4. Dekfast PLT-H-2-7/8 Galvalume hex stress plate. 2'/s" x SFS Intec, Inc. 3 '/a" 5. #14 Roofgrip Insulation and membrane Various OMG, Inc. fastener 6. Flat Bottom Metal Plate A2-SS aluminized steel plate 3" square OMG, Inc. 7. Trufast #14 HD Fastener Insulation fastener for steel and •..• • Altenloh, B*Hnckc& Co. • • • • • • wood decks • • U.S.;)1c. •, 8. Trufast 3" Metal Insulation Round Galvalume AZ50 steel 3.23 round , Ai%loh, Brincr& Co. Plate plate 3" round .. U.S. Inc. . ; • • • •; 9. Polygrip Fasteners #12 Insulation fastener for wood, Various **.** • "P61yglass-USA, I nc "; • • steel and concrete decks 10. Polygrip Fastener #14 Insulation fastener for wood, Various .. .. . .. . %ZVglass USA, Inc. ...... .' steel and concrete decks •. •.:. 11. Polygrip Fastener #15 Insulation fastener for wood, Various : ➢o1 glass*USA, Inc. 00 .... steel and concrete decks • • 0000 12. Polygrip Hex Plates Galvalume hex stress plate. 2'/8" x Polyglass USA, Inc 3 ,/4„ 13. OMG 3 in. Ribbed Galvalume stress plate. 3" round OMG, Inc. Galvalume Plate (Flat) 14. OMG 3" Galvalume Steel Galvalume stress plate. 3" round OMG, Inc. Plate 15. Dekfast PLT-R-3 Galvalume stress plate. 3" round SFS Group USA, Inc. 16. Millennium One -Step A two component, low rise, Adco Products, Inc. dba Foamable Adhesive polyurethane foam adhesive Royal Adhesives & Sealants 17. Millennium One Step Green A two component, low rise, Adco Products, Inc. dba Foamable Insulation polyurethane foam adhesive Royal Adhesives & Adhesive Sealants 18. Millennium PG-1 Pump A two component, low rise, Adco Products, Inc. dba Grade Adhesive polyurethane foam adhesive Royal Adhesives & Sealants NOA No.: 17-1016.01 Expiration Date: 10/11/22 Approval Date: 01/03/19 Page 6 of 34 APPROVED SURFACING: TABLE 4 Chosen components must be applied according to manufacturer's application instructions. Number Product Product Application Specification Manufacturer Name Description Rate 1. Gravel To be installed in a flood coat 400 lbs/sq N/A Generic of approved asphalt at 60 lbs/sq 2. Slag To be installed in a flood coat 300 lbs/sq N/A Generic of approved asphalt at 60 lbs/sq 3. KM Acryl 15 A premium white elastomeric 1-1'/z gal/sq ASTM D6083 Polyglass USA, acrylic based roof coating Inc. (water -based). A polyester fabric may be used for reinforcement with this • • • • coating. ...... •, 4. .... . . K"Acryl;19'QSf A premium white quick setting, 1-1'/z gal/sq ASTM D6083 Polyglass USA, .:.... ' .. • f f f f f f elastomeric acrylic based roof Inc. • • • • • • • coating (water -based). A f f f f f f •0 • • • polyester fabric may be used • • • • • 60060:• • • " • for reinforcement with this ..... ...... ff ffff. . f• f •f .. coating. 0 • 5. KM Acryl•36� • • 0 A premium white elastomeric 1-1'/z gaUsq ASTM D6083 Polyglass USA, • • • • • • acrylic based roof coating Inc. f f (water -based). A polyester :0000• • • • • • fabric may be used for fff• reinforcement with this coating. 6. KM Acryl 25 QS A premium white quick setting, 1-1'/2 gaUsq ASTM D6083 Polyglass USA, elastomeric acrylic based roof Inc. coating (water -based). A polyester fabric may be used for reinforcement with this coating. 7. KM -PS #220 Silicone A single component, solvent, 1.25 gaUsq ASTM D6694 Polyglass USA, moisture cure silicone coating. Inc. 8. KM -PS #250 High A premium grade high solids, 1.25 gaUsq ASTM D6694 Polyglass USA, Solids Silicone single component, moisture Inc. cure, fluid applied silicone coating 9. PG 300 An asphalt cutback fibered roof 1'h-2 gaUsq ASTM D4479 Polyglass USA, coating. May be applied by Inc. brush or spray equipment to rejuvenate aged BUR NOA No.: 17-1016.01 Mu►MFnnpecouNrr Expiration Date: 10/11/22 Approval Date: 01/03/19 Page 7 of 34 APPROVED SURFACING: TABLE 4 Chosen components must be applied according to manufacturer's application instructions. Number Product Product Application Specification Manufacturer Name Description Rate 10. PG 600 Non-fibered aluminum roof %-1 gaUsq ASTM D2824 Polyglass USA, coating. Type I Inc. 11. PG 650 Fibered aluminum roof coating. 1'/:-2 gaUsq ASTM D2824 Polyglass USA, Type III Inc. 12. PG 700 A premium white elastomeric 1-1 %2 gaUsq ASTM D6083 Polyglass USA, acrylic based roof coating Inc. (water -based). A polyester fabric may be used for reinforcement with this coating. 13. PG 700 QS A premium white quick setting, 1-1'/2 gaUsq ASTM D6083 Polyglass USA, elastomeric acrylic based roof . elm. coating (water -based). A • • • • • • • • • • • polyester fabric may be used • • • • for reinforcement with this ' • • : • •see *Go*:* coating. •••••• :••••: 14. PG 800 An asphalt based, non-fibered 3 gaUsq in two ASTM 5111? • P(Ayslaes USA, clay emulsion coats • • • • hC. • 15. PolyBrite 70 A premium white elastomeric 1-1'/Z gaUsq • • • • • ASTMD6083 • • • •; • • Polyglms USA,• • • •; • acrylic based roof coating ; • •; •; lhc. •. (water -based). A polyester . . . • .: • • • • .... fabric may be used for • reinforcement with this •• • . •• • • • • coating. 0000 16. PolyBrite 70 QS A premium white quick setting, 1-1'/2 gaUsq ASTM D6083 Polyglass USA, elastomeric acrylic based roof Inc. coating (water -based). A polyester fabric may be used for reinforcement with this coating. 17. PolyBrite 90 A premium grade high solids, 1.25 gaUsq ASTM D6694 Polyglass USA, single component, moisture Inc. cure, fluid applied silicone coating 18. PolyBrite 95 A single component, solvent, 1.25 gaUsq ASTM D6694 Polyglass USA, moisture cure silicone coating. Inc. 19. POLYPLUS 60 Non-fibered aluminum roof ``/2-1 gaUsq ASTM D2824 Polyglass USA, coating. Type I Inc. 20. POLYPLUS 65 Fibered aluminum roof coating. 1'/z-2 gaUsq ASTM D2824 Polyglass USA, Type III Inc. �Q NOA No.: 17-1016.01 Expiration 1i u ration Date: 10/11/22 Approval Date: 01/03/19 Page 8 of 34 APPROVED SURFACING: TABLE 4 Chosen components must be applied according to manufacturer's application instructions. Number Product Product Application Specification Manufacturer Name Description Rate 21. XtraFlex 60 Aluminum Non-fibered aluminum roof '/2-1 gaUsq ASTM D2824 Polyglass USA, Roof Coating coating. Type I Inc. 22. XtraFlex 65 Aluminum Fibered aluminum roof coating. IY2-2 gaUsq ASTM D2824 Polyglass USA, Roof Coating Fibered Type III Inc. 23. XtraFlex 70 Premium A premium white elastomeric 1-1'/2 gaUsq ASTM D6083 Polyglass USA, Acrylic FR Roof acrylic based roof coating Inc. Coating (water -based). A polyester fabric may be used for reinforcement with this coating. 24. XtraFlex 80 Emulsion An asphalt based, non-fibered 3 gal/sq in two ASTM D1227 Polyglass USA, • •Regf Coating clay emulsion coats Inc. • : • • 25. • R � aF1ex 3-6 - : An asphalt cutback fibered roof 1'/2-2 gal/sq ASTM D4479 Polyglass USA, • • „BitQminoj%499t coating. Maybe applied by Inc. �; .1Coating FMgd. brush or spray equipment to • •. • rejuvenate aged BUR 26. •••.•• • • XtrIFlex SRV8000 A single component, solvent, 1.25 gaUsq ASTM D6694 Polyglass USA, ..... . ..... . ... • moisture cure silicone coating. Inc. ...... • 27. .. . .. .. •XtraFlex SRfr9600 A premium grade high solids, 1.25 gaUsq ASTM D6694 Polyglass USA, • • • •0 a single component, moisture Inc. ;....; .•. cure, fluid applied silicone ' .". coating NOA No.: 17-1016.01 Expiration Date: 10/11/22 Approval Date: 01/03/19 Page 9 of 34 EVIDENCE SUBMITTED: Test A¢encv Factory Mutual Research Corporation Trinity I ERD Test Name/Report 4470 4450 4470 4470 4470 4470 4450 4450 4470 4470 4470 4470 TAS 114 TAS 114 TAS 117(B)-ASTM D903 TAS 114 TAS 114 TAS 114 TAS 114 TAS 117(B)-ASTM D6862 TAS 114 & FM 4470 TAS 114(D) — ASTM D 1876 TAS 114 (H) FM 4470 & TAS 114 ASTM D6163 / ASTM D 4601 ASTM D6163 ASTM D6164 TAS 114 TAS 114 & TAS 117 (B) ASTM D6509 ASTM D6222 ASTM D6164 TAS 114 & FM 4474 ASTM D4601 / TAS 117 ASTM D6222 ASTM D4601 / TAS 117 ASTM D6162 ASTM D6162 TAS 114 & FM 4474 TAS 114 & TAS 117 (B) Report No. 2W7A7.AM 2D5A9.AM 3000857 3004091 3001334 3014692 3014751 3019317 3024311 3012321 3036182 RR202591 11752.09.99-1 11751.05.03 020841.06.04 02762.03.05 • • • • 02764.09.05 •••••• P1739.01.07 •••••• P1734.07.06-R1 ."". C8500SC.11.07 P7860SC.11.07 P 10070.10.08 • • , , P13760.09.09 ; P33970.03.11 P33960.03.11 ' • •' P37590.03.13-2-R1 P37590.03.13-3A P 1738.02.07-R2 11757.04.01-1-R1 P37590.03.13-1-R1 P37590.03.13-5-R1 P37590.07.13-1 P41630.08.13 P45940.09.13 P37590.09.13 P45970.05.14 SC5170.05.15 SC5170.12.15-1 PLYG-SC8905.05.16-1 11757.12.00-1-R2 PRI Construction Materials ASTM D6222 PUSA-061-02-02 Technologies ASTM D6163 ASTM D6222 PUSA-064-02-02 PUSA-062-02-02 Date 08.04.94 06.22.99 01.12.00 01.12.00 02.15.00 08.05.03 08.27.03 06.30.04 11.01.06 07.29.07 07.31.09 10.22.15 02.08.00 053D.Q3 06=t 03.30.05 09.09*&5 01.23*07 02?J.0 1 T.30.07 1 U)t.q-k 15.09.08 02.10.Q9 of l5'ff 03.15•101 01.05!1.3 03.06.13 04.29.13 04.30.13 06.26.13 07.01.13 07.02.13 08.06.13 09.04.13 09.12.13 05.12.14 05.08.15 12.29.15 05.17.16 04.05.17 01.28.08 02.27.08 12.04.08 NOA No.: 17-1016.01 Expiration Date: 10/11/22 Approval Date: 01/03/19 Page 10 of 34 EVIDENCE SUBMITTED: Test Aeencv ...... .... . . ...... .. . ...... ..... . ...... . . . ... . ...... . ..... . .... ..... . .. ...... ...... .. . .. .. ...... . . . . Test Name/Report Report No. Date ASTM D6694 PUSA-134-02-01 05.16.14 ASTM D6694 PUSA-135-02-01 05.16.14 TAS 117(B) PUSA-202-02-01 05.08.17 FM 4470 & TAS 114 PUSA-202-02-02 05.23.17 NOA No.: 17-1016.01 Expiration Date: 10/11/22 Approval Date: 01/03/19 Page 11 of 34 Membrane Type: SBS/APP Deck Type 1: Wood, Non -Insulated Deck Description: 19/32" or greater plywood or wood plank, fastened at 24" spans with 8d common nails at 4" o.c. or #8 wood screws at 6" o.c. System Type E(4): Base sheet is mechanically attached to roof deck. Membranes subsequently adhered to insulation. All General and System Limitations apply. Base Sheet: One ply of Elastobase, Elastobase P, Elastoshield HT, XtraFlex SBS Glass Base or XtraFlex SBS HT Base 650 fastened to the deck as described below: Fastening: Attach base sheet using 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 8" o.c. in a 4" lap and 8" o.c. in three equally spaced staggered rows in the center of the sheet. Ply Sheet: One or more plies of Elastoflex SA V, Elastoflex SA V FR, Elastoflex SA V PLUS, Elastoflex SA V PLUS FR or XtraFlex SBS Base SA self -adhered. Membrane: One ply of Elastoflex SA P, Elastoflex SA P FR, Polyflex SA P, PolyflexSA P FR, Pbryfresko G APP SA, Polyfresko G APP SA FR, Polyfresko G SBS SA, Polyfresko G tBS S�1'irR=. PolyKool, Polyreflect, XtraFlex APP G SA, XtraFlex Kool APP S SA P1 Kt� Flex SB j G SA self -adhered. :060:6 • • • • • • .... ;i!ig-v Install one of the approved surfacing products listed in Table 4 to obtain -clashed c ..:00'Surfacing: ..:.. (Optional) required fire classification. • • • • 0 • • :00:0: • • • • • • Maximum Design ' ' :...0 """ Pressure: -52.5 psf; (See General Limitation #7) • • • . • • . . ' • • NOA No.: 17-1016.01 Expiration Date: 10/11/22 Approval Date: 01/03/19 Page 29 of 34 WOOD DECK SYSTEM LIMITATIONS: 1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the stripi 44 not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt .....0 ajWicatibn of either system shall be at a minimum rate of 121bs./sq. •. Note: slot at&cbed systems shall be limited to a maximum design pressure of -45 psf. • � • • 6. Fastener -spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as • • • • ; tested in compltatit:tvith Testing Application Standard TAS 105. If the fastener value, as field-tested, are below • 27.%".4isulatidh dttWhment shall not be acceptable. Fasttene0 : pacing ion mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum • fastner *esistana **slue in conjunction with the maximum design value listed within a specific system. Should • • the fastener resogq%be less than that required, as determined by the Building Official, a revised fastener •; �.. • spacing, prepar$d,•sigQed and sealed by a Florida registered Professional Engineer, Registered Architect, or Regilfefdd RoofConsultant may be submitted. Said revised fastener spacing shall utilize the withdrawal • : resistance valua taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 17-1016.01 Mur+�or►eEeot L Expiration Date: 10/11/22 - Approval Date: 01/03/19 Page 34 of 34 �--N-XCMtT4TIBffl• ufTiFi�7iftTi tf•S T i i POLYGLASS USA INC 1111 W Newport Center Or Deerfield Beach, FL 33442 USA TGFU.R14571 Roofing Systems Roofing Systems SINGLE PLY MEMBRANE SYSTEMS R14571 Unless otherwise indicated, the insulation and base sheet are mechanically fastened in place; the membrane is heat welded in place. (Optional) Noncombustible deck classifications are applicable for use over combustible (15/32-in. minimum plywood) decks when 1/2-in. (minimum) gypsum board or 1/4-in. (minimum) Georgia-Pacific Gypsum LLC "DensDeck® Roofboard", "DensDeck Prime® Roofboard", "DensDeck DuraGuard'" Roofboard" or 1/4-in. (minimum) USG Corp "SECUROCKTM Roof Board Type FRX-G" are used directly over the combustible roof decks with all joints staggered 6-in. (minimum) from plywood joints. Unless otherwise indicated, in any noncombustible roof deck Classification any UL Classified insulation may be utilbEed underneath a&W.r•of 1/4-in. (minimum) Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard", "DensDeck Prime® Roofboard","DensD7scJcdlirVuard'"•lioofbgard" or 1/4-in. (minimum) USG Corp "SECUROCKTM Roof Board Type FRX-G". • • • oe General statement for use of vapor retarders and/or deck/insulation adhesives (NC roof decks only): When such va4qrrgtJrders or • deck/insulation adhesives are acceptable to POLYGLASS they may be utilized. "POLYGLASS BASE", "MODIBASE", "Polyglass G2 Base" may be used in lieu of any Type G2 base sheet in any NC Cljssj [Ghon. ThIMpUtitcts may also be used in any C-15/32 Classification in which a generic Type G2 is referenced (i.e. not brand specific). "POLYGLASS Ply 4", "POLYGLASS Ply 6" (Type G1), "POLYGLASS VENTED BASE", "XtraFlex Ply IV", "XtraFlex Ply VI" and "XtraFlex G2 tg** ffily be us$8' A NC Classification. These products may also be used in any C-15/32 Classification in which a generic Type G1 is referenced 4i•e. not brand spwi ic). "BASE PRO" or "POLYFLEX SA BASE" may be used as an acceptable alternate of "ELASTOFLEX SA V" base sheet. • • •; • References to polyisocyanurate insulation may include Polyglass Products "POLYTHERM@" and "POLYTHERM(R) Tapered". • • • • • • • • • • Acceptable alternates to the membranes listed are given below: • • • • ; • • • • • • Membrane Listed Acceptable Alternatives "POLYBOND" "MODIBOND" or "Torch Pro Smooth" "POLYBOND G" "MODIBOND G" or "Torch Pro Granular" "ELASTOBASE" "Xtraflex SBS HT 650 Base" or "Polyglass HT Base 650" "ELASTOFLEX VG FR" "ELASTOFLEX VG HP FR" or ""ELASTOFLEX VG FR (Type II)" "Polytherm", "Polytherm Tapered" or "Polytherm Composite" insulations may be used wherever polyisocyanurate insulations are specified in the Classifications below. Insulation may be optional for any non-combustible roof deck system unless the insulation acts as a coverboard over another insulation. The "Cure Technology" finish may be added to any Polyglass membrane without adversely affecting the UL Classification for that product/assembly. The product/assembly would maintain the same Classification with or without the "Cure Technology" process. Unless otherwise indicated, "Ply IV" or "Ply VI" may be used in any Classification below that reference generic Type G1. Unless otherwise indicated, "G2 Base" may be used in any noncombustible roof deck Classification below that reference generic Type G2. "Polyflex Cold Bond" may be used as an acceptable alternate to "Polyflex G". 1. Deck: NC MODIFED BITUMEN MEMBRANE SYSTEMS Class A Class A - Ballasted Incline: 3 Insulation: — Dyplast Products LLC "Pyrox White Line", glass fiber, perlite or wood fiber, any thickness. Membrane: — Any UL Classified PVC, mechanically fastened. Surfacing: — "Polybrite 95 Silicone" or "XtraFlex SRC 8000" series applied 11/2-gal/100-ft2. 2. Deck: NC Incline: 1/2 Insulation: — Dyplast Products LLC "Pyrox White Line", glass fiber, perlite or wood fiber, any thickness. Membrane: — Any UL Classified hypalon, mechanically fastened. Surfacing: — "Polybrite 95 Silicone", "XtraFlex SRC 8000", "Polybrite 90 High Solids Silicone" or "XtraFlex SRC 9600" series applied at 11/2-gal/100-ft2. 3. Deck: C-15/32 Incline: 3 Ply or Base Sheet: — One ply "Polyanchor", mechanically fastened. Insulation: — Polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, glass fiber, phenolic or perlite, any thickness. Ply or Base Sheet: — One ply "ELASTOBASE", "XtraFlex SBS GLASS Base", "ELASTOFLEX V", "Xtraflex SBS Glass Interply", "ELASTOFLEX V-C", "XtraFlex SBS G HP% "ELASTOSHIELD TS G", "Elastoflex SA P Smooth" or ""Elstoflex SA Base". Membrane: — One or more layers "DUFLEX", "DUFLEX G", "POLYGLASS 350 CAP", "POLYFRESKO 350 CAP", "POLYBOND", "POLYBOND G", "POLYFLEX", "Xtraflex APP S", "POLYFRESKO G", "Xtraflex APP G", "XtraFlex APP G HP TOR" or "POLYFLEX G" (modified bitumen), heat welded, or one or more layers "ELASTOFLEX V", "Xtraflex SBS Glass Interply", "ELASTOFLEX V-C", "ELASTOBASE", "XtraFlex SBS GLASS Base", "ELASTOFLEX S6", "XtraFlex SBS POLY Base", "ELASTOFLEX P-C", "XtraFlex SBS G HP" or "ELASTOSHIELD TS G", mopped in hot asphalt or heat fused. Surfacing: — Gravel, embedded in hot mopping asphalt. 1. Deck: C-15/32 Class B - Ballasted Incline: 3 Base Sheet: — Type G2. Membrane: — "DUFLEX", "DUFLEX G", "POLYBOND", "POLYGLASS 350 CAP", "POLYFRESKO 350 CAP", "POLYBOND G", "POLYFLEX", "Xtraflex APP S", "POLYFRESKO G", "POLYFLEX G", "XtraFlex APP G HP TOR" or "Xtraflex APP G" (modified bitumen), heat welded, or one or more layers "ELASTOFLEX V", "Xtraflex SBS Glass Interply", "ELASTOFLEX V-C", "ELASTOBASE", "XtraFlex SBS GLASS Base", �F4TOFLEX S6% "XtraFlex SBS POLY Base", "ELASTOFLEX P-C", "XtraFlex SBS G HP" or "ELASTOSHIELD TS G ", mopped in hot • asphalt SdrUcing: — gr%el, embedded in hot mopping asphalt or heat fused. •• Class - ully,Ad ered, • • • 1. Deck: NC •••••• •0S0•• Incline: 1/2 • • S • 0000 oAnseletion (Optional)v— Polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite/urethane composite, glass fiber, • • • ° ° phenolit or perlitg,°a?r9 thickness. • • • o • • Base heet: —oOr•e" onore layers "ELASTOBASE", "XtraFlex SBS GLASS Base", "POLYFLEX", "Xtraflex APP S", "ELASTOFLEX V", .:so** • • • • • • �rtfl SBS G%sa lhtefply", "ELASTOFLEX V-C" or Type G2 base sheet. • embrane: — " LYSOOND", "POLYBOND G", "POLYFLEX", "Xtraflex APP S", "POLYFRESKO G", "Xtraflex APP G", "XtraFlex APP G HP TOR" • or•"POLYFLEX Orr Ildllrd bitumen), heat welded. • j • • • • • surfac+ng: — ' G 00 sphalt Emulsion Roof Coating", applied at 3-4 gal/sq. or Kokem Products "Sunguard Acrylic Roof Coating" at 1 •gal/ (f;br Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating or Karnak No. 97 Asbestos Free Aluminum Roof Coating at 1 to 2 gal/ • • • • sq; or Brewer "EoOrVess:001 Asphalt Emulsion", applied at 4 gal./sq., followed by "PolyPlus 60", applied at 3/4-1 gal./sq. 2. DeirIS;FV.5;32 Incline: 1/2 Insulation: — Two or more layers (insulation joints staggered a min of 6 in. from plywood deck joints) polyisocya nu rate, perlite/polyisocya nu rate composite, perlite/urethane composite, glass fiber, phenolic or perlite, any thickness. Base Sheet: — One or more layers "ELASTOBASE", "XtraFlex SBS GLASS Base", "POLYFLEX", "Xtraflex APP S", "ELASTOFLEX V", "Xtraflex SBS Glass Interply", "ELASTOFLEX V-C" or Type G2 base sheet. Membrane: — "POLYBOND", "POLYBOND G", "POLYFLEX", "Xtraflex APP S", "POLYFRESKO G", "Xtraflex APP G", "XtraFlex APP G HP TOR" or "POLYFLEX G" (modified bitumen), heat welded. Surfacing: — "PG 800 Asphalt Emulsion Roof Coating", applied at 3-4 gal/sq. or Kokem Products "Sunguard Acrylic Roof Coating" at 1 gal/sq; or Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating or Karnak No. 97 Asbestos Free Aluminum Roof Coating at 1 to 2 gal/ sq; or Brewer "Fortress 5001 Asphalt Emulsion", applied at 4 gal./sq., followed by "PolyPlus 60", applied at 3/4-1 gal./sq. 3. Deck: C-15/32 Incline: 1/2 Insulation: — 1/4 in. thick G-P Gypsum DensDeck®, perlite, wood fiber or glass fiber, 1 in., mechanically fastened. Base or Ply Sheet: — One or more layers "POLYFLEX" or "Xtraflex APP S" (mechanically fastened or heat welded), "ELASTOBASE", "XtraFlex SBS GLASS Base", "ELASTOFLEX V", "Xtraflex SBS Glass Interply", "ELASTOFLEX V-C" or Type G2 base sheet (mechanically fastened or hot mopped). Membrane: — "POLYBOND", "POLYBOND G", "POLYFLEX", "Xtraflex APP S", "POLYFRESKO G", "Xtraflex APP G", "XtraFlex APP G HP TOR", or "POLYFLEX G" (modified bitumen), heat welded or hot mopped. Surfacing: — "PG 800 Asphalt Emulsion Roof Coating", applied at 3-4 gal/sq. or Monsey Products "Endure Aluminum Roof Coating", "Weather Check" or "Pro -Grade Aluminum Roof Coating", 1.5 gal/sq; or Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating or Karnak No. 97 Asbestos Free Aluminum Roof Coating at 1 to 2 gal/ sq; or Brewer "Fortress 5001 Asphalt Emulsion", applied at 4 gal./sq., followed by "PolyPlus 60", applied at 3/4-1 gal./sq. 4. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, glass fiber, perlite, wood fiber, any combination, any thickness. Base Sheet: — "POLYFLEX" or "Xtraflex APP S" (mechanically fastened or heat welded) or Type G2, mechanically fastened or hot mopped. Membrane: — "POLYBOND", "POLYBOND G", "POLYFLEX", "Xtraflex APP S", "POLYFRESKO G", "Xtraflex APP G", "XtraFlex APP G HP TOR" or "POLYFLEX G" (modified bitumen), heat welded. Surfacing: — "PG 800 Asphalt Emulsion Roof Coating", applied at 3-4 gal/sq. or Grundy Industries "al MB Aluminum Roof Coating" at 1-2 gal/sq; or Brewer "Fortress 5001 Asphalt Emulsion", applied at 4 gal./sq., followed by "PolyPlus 60", applied at 3/4-1 gal./sq. 5. Deck: NC Incline: 1 Insulation: — Polyisocyanurate, perlite, wood fiber or polyisocyanurate/perlite, any thickness. Base Sheet: — "POLYFLEX" or "Xtraflex APP S", hot mopped. Membrane: — "TPOFLEX G FR", heat fused. 42. Deck: NC Incline: 3 Insulation (Optional): — Any UL Classified polyisocyanurate, any thickness, mechanically fastened. Base Sheet: — "Elastoflex SA V FR Base", (self adhered). Membrane: — "Polykool SA R" or "Polyreflect", (self adhered). 43. Deck: C-15/32 Incline: 1-1/2 Base Sheet: — Type G2 Base sheet, mechanically fastened Ply Sheet: — "Elastoflex SA V FR Base", (self adhered). Membrane: — "Polykool SA R" or "Polyreflect", (self adhered). 44. Deck: C-15/32 Incline: 1/2 Insulation: — Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite/polyisocyanurate composite, perlite/urethane composite (2 in. min). Base Sheet: — One or more layers "DUFLEX", "Xtraflex APP S" or "POLYFLEX" (heat fused or mechanically fastened), "ELASTOBASE", "XtraFlex SBS GLASS Base", "ELASTOFLEX V", "Xtraflex SBS Glass Interply" or Type G2 base sheet (hot mopped or mechanically fastened). Ply Sheet (Optional): — One or more layers "DUFLEX", "Xtraflex APP S" or "POLYFLEX" (heat fused), "ELASTOBASE", "XtraFlex SBS GLASS Base", "ELASTOFLEX V", "Xtraflex SBS Glass Interply", "ELASTOFLEX V-C" or Type G2 base sheet (hot mopped or mechanically fastened). Membrane: — "Polyflex G FR", "XtraFlex APP G HP", heat fused. 45. Deck: C-15/32 Incline: 1/2 Barrier Board: — 1/2 in. (min) gypsum board or 1/4 in. (min) G-P Gypsum "DensDeck ® Roofboard", "DensDeck Prime%irooVoWd" "DensDeck DuraGuard'" Roofboard" or 1/4-in. (min) USG Corp "SECUROCKTM Roof Board Type FRX-G" age used0directly over"o combustible deck with all joints staggered 6 in. (min) from plywood joints. • Base Sheet (Optional): — Type G2 Base sheet, mechanically fastened. • • • Ply Sheet: — "Elastoflex SA V FR Base", (self adhered). • • • Membrane: — "Polykool SA R" or " Poly reflect", (self adhered). • • • • • • • 46. Deck: NC Incline: 1/2 Insulation (Optional): — Polyisocyanurate, glass fiber, perlite/polyisocyanurate composite, perlite/urethea• •opposite, WW thi•kness. Base Sheet: —One or more layers "DUFLEX", "Xtraflex APP S" or "POLYFLEX" (heat fused or mechanically 4 ftp0d), "ELASTe 9St' "XtraFlex SBS GLASS Base", "ELASTOFLEX V", "Xtraflex SBS Glass Interply" or Type G2 base sheet (hot mopped or mechanically fastened). 000, • • • Ply Sheet (Optional): — One or more layers "DUFLEX", "Xtraflex APP S" or "POLYFLEX" (heat fused), "ECAST6BtE", "XWaFlex$BS GLASS Base", "ELASTOFLEX V", "Xtraflex SBS Glass Interply", "ELASTOFLEX V-C" or Type G2 base sheet Shot mopped or fl"Slkelly fastened). • • Membrane: — "Polyflex G FR", "XtraFlex APP G HP", heat fused. • • • • • I • • • 47. Deck: C-15/32 • • • • Incline: 1/2 Insulation: — Polyisocyanurate (2 in. min), glass fiber (15/16 in. min), perlite/polyisocyanurate composite, perlite/urethane composite (2 in. min). Barrier Board: — 1/4-in. min., G-P Gypsum DensDeck®, United States Gypsum Co. SECUROCK® Glass -Mat Roof Board (Type SGMRX), National Gypsum "DEXcell Glass Mat Roof Board" or "DEXcell FV Glass Mat Roof Board", mechanically fastened, with 6 in. offset to plywood joints. Base Sheet: — "ELASTOFLEX S6% "XtraFlex SBS POLY Base", "ELASTOFLEX P-C" (heat fused or mechanically fastened). Ply Sheet: — "ELASTOFLEX S6% "XtraFlex SBS POLY Base", "ELASTOFLEX P-C" (heat fused or mechanically fastened). Membrane: — "ELASTOFLEX S6 G FR", "ELASTOFLEX S6 G-C FR" or "POLYFRESKO G SBS FR", (heat fused). 48. Deck: NC Incline: 1 Insulation (Optional): — Polyisocyanurate, perlite, wood fiber or polyisocyanurate/perlite board, any thickness. Base Sheet: — "ELASTOBASE", "XtraFlex SBS GLASS Base" (poly/sand), mechanically fastened or "Polyflex SA Base", "ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR" or "ELASTOFLEX SA V FR BASE VENT" (self adhered). Ply Sheet (Optional): — "ELASTOBASE", "XtraFlex SBS GLASS Base" (poly/sand), heat fused or mechanically fastened, or "ELASTOFLEX SA V PLUS FR", "ELASTOFLEX SA V FR" or "ELASTOFLEX SA V FR BASE VENT", (self adhered). Membrane: — "POLYFLEX SA P FR", "POLYFRESKO G APP SA P FR", "ELASTOFLEX SA P FR", "POLYFRESKO G SBS SA P FR", "ELASTOFLEX SA V FR HT", (self adhered) or "POLYFLEX G FR", "XtraFlex APP G HP", "Xtraflex APP G FR", "POLYFRESKO G FR", "DUFLEX r_ CD" "Vr C1n ADD M1 1" "CI AC -MCI FY Cr. r: CD" "Dr)l vCDFCIrr\ r: CRC CD" "rl ACTr1Cl FY \M- FD" CRC Dnl V r_" "Yhr Plu OLY G T", "XtraFlex SBS GLASS G", "XtraFlex SBS GLASS GT" or "ELASTOSHIELD TS G FR", heat ncline:2 Insulation (Optional): — Polyisocyanurate, perlite, wood fiber or polyisocyanurate/perlite board, any thickness. ase heet: -'MT B�S'ff",,,mechanically fastened or "ELASTOFLEX SA V FR", self -adhered. Ply Sheet (Optional): — "ELA§TUFV 5 FR"�self-adhered. Membrane:_POLYFLEX SA P FR"J"POLYFRESKO G APP SA P FR", "ELASTOFLEX SA P FR", "POLYFRESKO G SBS SA P FR", self -adhered or "DUFLEX G FR", "XtraFlex APP Dual", "POLYFLEX G FR", "XtraFlex APP G HP", "Xtraflex APP G FR", "ELASTOFLEX S6 G FR", "POLYFRESKO G SBS FR", "ELASTOFLEX VG FR", "XtraFlex SBS POLY G", "XtraFlex SBS POLY G T", "XtraFlex SBS GLASS G", "XtraFlex SBS GLASS GT" or "ELASTOSHIELD TS G FR", heat fused. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Class 8 - Fully Adhered MAM 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.¢oy/economy Boral Roofing, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA g4all not be valid after the expiration date stated below. The Miami -Dade County Product Control Section .....(in Miatl Wade County) aad/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tasted -or quality assurance purposes. If this product or material fails to perform in the accepted • 0 • • •manner; dpe mmnufaattuj ei*ill incur the expense of such testing and the AHJ may immediately revoke, modify, or ....suspend the use of sv?&phitiuct or material within their jurisdiction. RER reserves the right to revoke this acceptance, • if it is d vested by.1t NN-Dade County Product Control Section that this product or material fails to meet the .": requirements df the a&I'Able building code. his preauet is apprwtc; edescribed herein, and has been designed to comply with the Florida Building Code • 00 including jhe High VX,jPWX Hurricane Zone of the Florida Building Code. . . ...... . . . . DESddMAbN: Saxony 900 Concrete Roof Tile .. LABELIIVL': 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 No.16-0711.05 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino 8 NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Cateeory: Roofing Sub-Cateeorv: Roofing Tiles Material: Concrete Deck Tyne: Wood 1. SCOPE This NOA approves a system using Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code, do not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions. Specifications Description Saxony 900-Slate Length = 17" TAS 112 Flat profile, interlocking, high-pressure extra did Width = 13" concrete roof tile with two nail holes. For SFr deck,...... thickness = 1-5/32" batten, mortar set or adhesive�spt applicatipns.. • • Saxony 900 Length = 17" TAS 112 Flat profile, interlocking, higlr-ptMure e#ruddd " • • • Split Shake Width = 13" concrete roof tile with two nbAlfo18s. For direct deck,: • • • • thickness=1-9/32" batten, mortar set or adhesive'sef applications?:Pop surface produced with 4 different configu- oA,s: ..... ' ' 1. Complete tile brushed. • • • • ; ' ..' 0 * 0 0:0 2. Right half brushed (sjpm in drawing4 • 3. Left half brushed : 4. No brush • • • • • Saxony 900-Shake Length = 17" TAS 112 Flat profile, interlocking, high pressure extrjt90• • Width = 13" concrete roof tile with two nail holes. For direct deck, thickness = 1-9/32" batten, mortar set or adhesive set applications. Trim Pieces Length: varies TAS-112 Accessory trim, boosted Barcelona, concrete roof Width: varies pieces for use at hips, ridges and rakes. varying thickness NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 2 of 9 2.1 MANUFACTURING LOCATION 2.1.1 Lake Wales, FL 2.2 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25-7183-6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik-Drive Screw, Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. 1 ik-Drive Screw, Battens Qu. ...( The Center ter Applied : * 9 � Project No. 307025 Wind Driven Rain Oct. 1994 i � ' . Engine�nng,�nc. Test #MDC-77 TAS 100 0 : 0 0 0 *Redha d 1 echnolog'l ft • . • 7161-03 Wind Tunnel Testing Dec. 1991 : • • • • : """ Appendix II & III TAS 108 (Nail -On) ..... Redlaed ologi;s Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 '..:.. TAS 108 (Nail -On) . •....Redla1W.Te*noloft1 •„ P0631-01 Wind Tunnel Testing July 1994 • ... TAS 108 (Mortar Set) • •' • • • Redlapd Teohnologies P0402 Withdrawal Resistance Testing of Sept. 1993 ..... • • • screw vs. smooth shank nails • . .. . . 00 T Atlanta 61mg & R1.894/R2.894/R3.894 Physical Properties Aug. 1994 Engineering, Inc. TAS 112 Celotex Corporation 520109-1 Static Uplift Testing Dec. 1998 Testing Service 520111-4 TAS 101 Celotex Corporation 520191-1 Static Uplift Testing March 1999 Testing Service TAS 101 Walker Engineering, Inc. Evaluation Calculations 25-7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25-7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25-7584/25-7804b-8/25-78044 & 5 December 1996 25-784M Walker Engineering, Inc. Evaluation Calculations 25-7183 March 1995 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers 09/01/16 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc. Evaluation Calculations Restoring Moments Due to Gravity 09/01/16 American Test Lab of RT0617.04-16 TAS 112 06/29/16 South Florida NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 3 of 9 PRI Construction Material COPO-002-02-12 TAS 101 10/12/2016 COPO-002-02-06 TAS 101 10/12/2016 COPO-002-02-05 TAS 101 10/12/2016 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION • . . .... ...... 4.1 Saxony 900 (Slate, Shake & Split Shake) Concrete Roof Tile and its component%Shall be installed A strict• • • • : • compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 12p.. %. ; • • • ; 4.2 Data For Attachment Calculations **so • . . ...... ..... Table 1: Average Weight � and Dimensions (I x w) ..: • • . .... Tile Profile Weight-W (lbf) Length-1(ft) .... JIVidth-w Ift) •, . .... . Saxony 900 10.9 1.417 V1.• • • • Slate, Shake & S Iit Shake .. Table 2: Aerodynamic Multipliers - A, (W) Tile X (ft3) (ft3) Profile Batten Application Direct Deck Application Saxony 900 0.291 0.315 Slate, Shake & Split Shake Table 3: Restoring Moments due to Gravity - M9 (ft-lbf) Tile Profile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or greater Saxony 900 Slate, Shake & Split Shake Direct Deck Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.70 7.62 6.61 7.50 6.48 7.34 6.31 7.16 6.13 6.95 NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mechanically Fastened Systems Tile Profile Fastener Type Direct Deck (min 16/32" plywood) Direct Deck (min. 19132" plywood) Battens Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake & Split Shake 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 A8 Screw 30.8 30.8 18.2 2 .#8 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1-10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2-10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2-10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 •• • • • Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) ' • for Two Paddy Adhesive Set Systems • ' • •' . Tlla.. Tile Application Minimum Attachment • Rrofiia Resistance Saxonj900;S1atq, Nike & Split Shake Adhesive' 31.3 2a3 • .. .. .. 594 1 See:f9arP2idhesl;e manOfacturer's component approval for installation requirements. The Dow Chemicpf Qompany TileBond- one -component foam minimum weight per paddy 13.9 grams. 3. IGFtAdh4ives PblysIM AH-160 two -component foam, minimum weight per paddy 8 grams. 4. DAP'Mducts Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Paddy Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake ICP Adhesives Polyset® AH-160 Two -component foam DAP Products Touch N' Seal Storm Bond 2 two -component foam 118.9 3 40.4 4 935 1 451 3 Large paddy placement of 45 grams of Polyset® AH-160. 4 Medium paddy placement of 24 grams of Polyset® AH-160. 5 Large paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 45 grams. 6 Medium paddy DAP Products Touch N' Seal Storm Bond 2 two -component foam minimum weight per paddy 24 grams. NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 5 of 9 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Profile Tile Application Minimum Attachment Resistance Saxony 900 Slate, Shake & Split Shake Mortar Sete 43.96 7 Tlie-Tito Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved". ...... . .. ...... LABEL FOR BORAL SAXONY 900 TILES (LAKE WALES l%�E,ANT)..... • • LOCATED UNDERNEATH 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 the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 6 of 9 NAIL HOLES G . . ...... UNDERLOCK • •• I ""' • SAXONY 900 - SLATE 5/32" (Slate) COVERLOCK NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 7 of 9 PROFILE DRAWINGS v gel Note: Available Top Surface Finishes 5. Complete the brushed 6. Right half brushed (shown in drawing) 7. Left half brushed S. No brush SAXONY 900 - SPLIT SHAKE 1-9/32" (Shake) ...... .. . NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 8 of 9 NAIL HOLES G ...... .... . ...... .. . ...... ..... . .... ..... . .. ...... ...... .. . .. .. ...... . . . . PROFILE DRAWINGS SAXONY 900- SEAM END OF THIS ACCEPTANCE 1-9/32" (Shake) P NOA No.: 18-0509.17 Expiration Date: 04/26/22 Approval Date: 08/02/18 Page 9 of 9 ism 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) 315-25" NOTICE OF ACCEPTANCE (NOA) www.mismidadotoy/econonty Polyglass USA Inc. 1111 W. Newport Center Drive Deerfield Beach, FL 33442 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 tin • requirements of the applicable building code. : • 0 • This product is approved as described herein, and has been designed to comply with the Floriog.41gijding 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, c1t;, SAte andfolldd+ing 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 tlerre 6s been)io jAange in the applicable building code negatively affecting the performance of this product. • . TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No.15-0410.04 and consists of pages 1 through 8. The submitted documentation was reviewed by Freddy Semino.l U NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub-Cateeorv: Underlayment Material: SBS , APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick IR-Xe 65' x 3'33/8" ASTM D 1970 A fine granular/sand top surface self -adhering, APP Manufacturing Or 65' x 3' polymer modified, fiberglass reinforced, bituminous Location #1 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro 61' x 3'33/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester Manufacturing 60 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a Location #2 metal roofing and roof tile underlayment. Polystick Tile Pro 61' x 3'33/s" Manufaaturing 60 mils thick • • Polystictk 7U Max • • • 65'8" x 3'3-3/8" •••••• •• • '••••60milsthick Alanufacwring • • Zocation #1 & #2 .... Polystick TV P ... 132'10" x 3'33/s" ••••• ' " "'••f30mils thick .... • .Manufac9&i4g • 00 • Location.#2 .. 0 .. • "' TolysaCUj;l1 Plus: • -*65' x 3'3 3/8" :. • • • (Surface Printing) .0. 80 mils thick • • •• • • •• ManufacAr.iAg Location #1 & #2 Polystick MTS 65'8" x 3'33/8" Manufacturing 60 mils thick Location #2 Polystick MTS Plus 65'8" x 313/8" Manufacturing 60 mils thick Location #2 Elastoflex S6 G 32'10" x 3'3 %" Manufacturing Location #2 TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester ASTM D 1970 reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 and A rubberized asphalt self -adhering, polyester reinforced ASTM D 1970 waterproofing membrane. Designed as a a roof tile underlayment. TAS 103 and A rubberized asphalt waterproofing membrane, glass- ASTM D 1970 fiber/polyester reinforced, with a granular surface designed for use as a tile roof underlayment. TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester ASTM D 1970 reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. TAS 103 and Polyester reinforced, SBS modified bitumen membrane ASTM D 6164 with a sanded back face and a granule top surface. For use in roof tile underlayment systems. NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 2 of 8 MANUFACTURING PLANTS: 1. Hazelton, PA 2. Winter Haven, FL EVIDENCE SUBMITTED Test Aaencv Test Identifier Test Name/Renort Date Trinity I ERD P10870.09.08-R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103/ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110/ASTM D4798 & D1970 10/19/11 P40390.08.12-2 ASTM D 1623 08/07/12 P37590.07.13-1 ASTM D6164 07/02/13 P45270.05.14 TAS 103, TAS 110 & ASTM D1623 05/12/14 P46520.10.14 ASTM D1623 10/03/14 P44360.10.14 TAS 103 & TAS 110 10/07/14 P43290.10.14 ASTM D 1970 & TAS 110 JU17/14 PLYG-SC10130.06.16-3 TAS 103 &TAS IIQ 'AN21/16 PLYG-10130.06.16-1 ASTM D1970 & TAS I lQ' :06/27f 16 PRI Asphalt Technologies PUSA-035-02-01 TAS 103 * * 0 * *: * 09429/06 PUSA-055-02-02 TAS 103 .12/ W/07 PUSA-089-02-01 0000 TAS 103/ASTM D4798 &' Q 155 :07704/09 Momentum Technologies, Inc. JX20117A TAS 103/ASTM D4798 &•an;: �04/01/08 RX14E8A TAS 103/ASTM D4798 1 IM9/09 DX231)8B TAS 103/ASTM D4798 &G155 • :QX41410 DX23D8A TAS 103/ASTM D4798 &331V. �02/1$/10 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. �FQADECOUNTY 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. MA FADE COMITY NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 3 of 8 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 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS or Polystick NITS Plus, 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! so 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) • • • • Memlh; e : ..... Xlastoflex S6 G, hot asphalt applied • furfacing: ..:.. See General Limitations Below. ..... . .... • • • • •beck *j e•L• ::::::Wood, • •Wood, non -insulated ...... . .. .. •. Deck Description: ...... Min. 19/32" plywood or wood plank • • • • •'SysteVCTyps E(3): tease sheet mechanically fastened to deck, subsequent cap membrane self- adhered. nchor/.Basg Sheel: • •One or more plies of ASTM D 226 Type II or ASTM D 2626. Fastentdl� • 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 NITS Plus, self -adhered with minimum 3" horizontal laps and minimum 6" vertical laps. Membrane: Polystick TU Plus, self -adhered. Surfacing: See General Limitations Below. NOA No.: 17-0614.22 APPRIMAMwrwOVID 1 Y Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 4 of 8 INSTALLATION REQUIREMENTS: 1. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose deck panels, and sweep the deck thoroughly to re move 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" 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 Dual Pro, Polystick Tile Pro, Polystick TV Plus, Polystick MTS and Polyp&jcMTS Plus lnay be ; • • • • used in asphaltic shingles, wood shakes and shingles, non-structural metal roofing, rodf tile4stem$ Add �Iuq ..... slate roof assemblies. ...... .. . ..:..' Polystick TV P may be used in all the previous assemblies listed except metal roofing • • • • : • • • ...... Polystick ER-Xe may be used in all the previous assemblies listed except metal roofint'2tg?q)of tile systems. • Polystick TV Max may be used in non-structural metal roofing and roof tile systems.' :...:. "" • • Elastoflex S6 G may be used in roof tile systems only. ...... 3. Deck requirements shall be in compliance with applicable building code. '.:..' 4. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TV Max, Polystick TU P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TV P, Polystick TV Plus, Polystick MTS and Polystick MTS Plus shall not be adhered directly over a pre-existing roof membrane as a recover system. 6. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TV Max, Polystick TV P, Polystick TU Plus, Polystick MTS and Polystick MTS Plus 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. Ex sure Limitations (Days) MTS IR-Xe Elastoflex S6 G TV Plus TU P Tile Pro Dual Pro TV Max MTS Plus Winter Haven FL 180 90 180 180 180 180 180 180 180 Hazelton PA N/A 90 N/A 180 N/A N/A N/A 180 N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 5 of 8 Rule 61G20-3 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick Tile Pro, Polystick TU Max, Polystick TU Plus 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 tile applications. 9. When loading roof tiles on roof tile underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) Tile Polystick Elastoflex Polystick TU Plus, Polystick Polystick System (0) Profile MTS S6 G TU P, Tile Pro, TU Max MTS Plus MTS Plus with Dual Pro TU Plus Flat Tile Prohibited 4:12 6:12 6:12 5:12 6:12 without battens Profiled Prohibited 4:12 6:12 6:12 4:12 6:12 Tile without battens I;; above slope limitations can be exceeded only by using battens in accordance with the Approved Tile System Notice pf Acceptgme and applicable Florida Building Code requirements. When battens are required, they shall betitili2ed duf iII88ding and installation of tiles. Care shpuld be*ta$rn during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tilb'ditdictly od tba underlayment. Refer to Polyglass' Tile loading detail below for loading procedure — two tiles laid peripendiouiasto•slope followed by a maximum four tile stack parallel to the slope, for a total of 6 tiles — for alb tLeorlayments except Polystick MTS which shall be loaded onto battens. • 0 0 * 0 • - - .. •0*0 A&& POLIMCKTU RW NOA No.: 17-0614.22 rrnMsa�o►oEeot�TY Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 6 of 8 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G may be used with any approved roof covering Notice of Acceptance listing Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus or Elastoflex S6 G as a component part of an assembly in the Notice of Acceptance. If Polystick IR-Xe, Polystick Dual Pro, Polystick Tile Pro, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick MTS, Polystick MTS Plus 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 Section for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. 1. 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 wg9table. 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 leant as pet P03Wass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimurniot" metal aisVA required in Miami -Dade County or simplex type nail as otherwise allowable in other regiQp*10, at a nVmm lm rate : • • • • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail afeA Kea para*•ol8vd'' on , 0 0 the face of membrane, with the above stated nails and/or disks. The head lap membranc 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 contaoto ' 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglaass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Fleshing Ceipept,% 0 XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in lbetween 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 whcn 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 the manufacturers NOA, must be used on all projects for pitch/slopes of T712" or greater. It is suggested that on pitch/slopes in excess of 6 W712", 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 riles 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 a 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. NOA No.: 17-0614.22 �APPR°Y4DECD7J Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 7 of 8 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 may be 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 Polystick membranes can be furnished upon request by our Technical Services Department by calling 1 (800) 894-4563. 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 .. .. ee ...... .. . ...... • 0 0 0 • • . 0 0 0 9 . • ..... : .... . * 0 0 0 . • • . 00 . • 0 0 0 0 • . • •• . . •• 0000 NOA No.: 17-0614.22 Expiration Date: 09/13/21 Approval Date: 07/06/17 Page 8 of 8 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.ndamidade.eov/economy ICP Adhesives and Sealants, Inc. 12505 NW 44' Street Coral Springs, FL. 33065 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 Sectior (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this produc 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 h determined by Miami -Dade County Product Control Section that this product or material fails to meet the regu�ement: of the applicable building code. • This product is approved as described herein, and has been designed to comply with tfie •b'lo*ida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. • • • • • • • • DESCRIPTION: ICP Adhesives Polyset* AH-160 ...... .. . ..... LABELING: Each unit shall bear a permanent label with the manufacturer's name or loge ocity,•state anJ fallowing • • -: • 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 theue.has Wen no changd....: in the -applicable building code negatively affecting the performance of this product. • • . • • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 16-0315.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 1 of 11 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polysetm AH-160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset4 AH-160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives N/A TAS 101 Two component polyurethane foam adhesive PolyseeAH-160 ICP AdUlslyes Foam N/A Dispensing Equipment • • • • •Qispeu%&� F.?F1000 . • ICP A4hegtrts Proracka • N/A Dispensing Equipment • 40 & 100. .. ; ... •,,;NODijCT$ MANyF*CTURED BY OTHERS: • • • • •Any Mifdi-Dade CoMy? oduct Control Accepted Roof Tile Assembly having a current NOA which list attachment • resistancebalues wit&W Ute of ICP Adhesives Polyset® AH-160 roof tile adhesive. • • • .SIANUFACTURIIY&LCATION: • 1. •TWhball, TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.61bs./ft.3 Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 17-0322.03 �= Expiration Date: 05/10/22 ffil =w Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Aeencv Ccntcr for Applicd Enginccring Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Cclotcx 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[l] ASTM E 84 01/16/95 7050.02.96-1 TAS 114 03/14/96 P36700.04.12 ASTM D 1623 04/jJ/1 P39740.02.12 TAS 101 021; 2• TAS 123 '..' • • • • • • V • ...... . .. ...... 528454-2-1 TAS 101 • • •:.. 10/23/;8 528454-9-1 ••••0 0 .Gee*: 528454-10-1 •••• •••••• ••••0 520109-1 TAS 101 •; • •; 12f2$/96• • • : • • • 520109-2 " '• •• •••••• 520109-3 :":': •. 520109-6 " " " 520109-7 ...... 520191-1 TAS 101 •• 03tQ%j�• • 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset® AH-160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH-160 roof rile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. APPROVED NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 3 of 11 INSTALLATION: 1. ICP Adhesives Polyset® AH-160 may be used with any roof rile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH-160. 2. ICP Adhesives Polyset® AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH-160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by ICP Adhesives and Sealants, Inc. ICP Adhesives and Sealants, Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the ICP Adhesives Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). 6. ICP Adhesives Polyset® AH-160 shall be applied with ICP Adhesives Foam Dispenser RTF1000 or ICP gdimNes ProPack® 30 & 100 dispensing equipment only. • • •of 7. ICy lkesivel PeLyset® AH-160 shall not be exposed permanently to sunlight. •: • • • • 8. -?11es mast be adored in freshly applied adhesive. Tile must be set within 1 to 2 minutes after ICP Adhesives • • Polyset® AH-rWllWbeen dispensed. •:049. IEP6Ad%esive??91W,$et® AH-160 placement and minimum patty weight shall be in accordance with the • • •; • 'Placement DeWlj:herein. Each generic rile profile requires the specific placement noted herein. . . ...... .. : .. .. ...... . . . . sssss• • • • NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 4 . 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 All Eave Course 17-23 sq. inches 45-65 Profiles Flat, Low, High Profiles #1 17-23 sq. inches 45-65 Flat Profile #2 10-12 sq. inches 30 Low Profile #2 12-14 sq. inches 30 High Profile #2 17-19 sq. inches 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 (1 each longitudinal • • 14 grams•gerbead edge) 20-25 sq. inches each • bead •••••• • • • • • * • • • Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches • • • •34 gram; under pan ol 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" o; theenami- • • • • Dade County Product Control Seal as shown below. a 0000 PURP9410mE cCO M'r 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 - S ' ADHESIVE PLACEMENT DETAIL # 1 litaD=hplinktOWNM PeddylernrwhTir) {wMnrrqulrrdp. Uerbdsymrru 101�`41�� IQ Nditlhrough O*A aeine'ri' (when required) • • • • •r...,. ft"V12"we rT&I I I '< "" cbrwr fncir liaA rhrouyU oMNie eww•nt PWdd/lirn•dhTilMl �Irl�dlylll•Ird -�''a �* ��i•ti L • twin.• In. Baum apdanat If Ewe cows* `-^ - x� • '-•mot Fuda Fr 044 fj Drip Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 cm2) — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. Medium Profile / Double Pan Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 (109.7 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 file 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of 11 ADHESIVE PLACEMENT DETAIL # 2 N.ilrhrewopr "kenrurre o+ddyMNONhril" Umomrym.rw Eaaa apawal -111 � Okw Nall thre"Ot 021Ne mowft trrhm eeaui "l l& trnam.pri.nal wmm cbwz� Foods Flat/Low Profile Tile 1. Starting at the eave course, 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 of the tile closest to the overlock of the the 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.. strengthening rib closest to the overlock o€ dy4le • • • • • • being set. • • • • • ...... . .. ...... 3. Continue in same manner. lhWeApproximafely 10" :....: (64.5 cm) -12 (77.4 cm') sqW inch adhwi.& • contact with the underside of'Ge tile. • • : • • . ...... .. . ..... .. .. . .. ...... Medium Profile / Double Pan:rile • • . • ; . • • . 1. Starting at the eave course, appiy s minimum, 2" (50.8: • • •: mm) x 10" (254 mm) x 1" (25.4 mm) foAxpeday onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. Insure approximately 17 (109.7 cm2) — 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 7 of 11 ADHESIVE PLACEMENT DETAIL # 2 (CONTINUED) Neuto nre w /tr IMttyenF� IwhmraN�k�l) f � ty JI tlniiry.nr omens sMrlrnsl 44 r E°reCOW" —�• -' Foods wwwphnip fi ' 4 in. • tsar cMrss� •. � •a. �. . OriRsd�s 00000 . .. ...... High Profile / Single Pan Tile 1. Starting at the cave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the Overlock of the tile being set. Insure approximately 17 (109.7 cm') — 23 (148.4 cm2) square inch adhesive contact with the underside of the tile. 2. At the second course, apply a minimum 2" (50.8mm) x 7" (177.8 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 17" (109.7 cm) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 r Approval Date: 04/27/17 Page 8 of 11 ADHESIVE PLACEMENT DETAIL ## 3 FOR dwou aeatent Padd►dutsam deal sattemaptb ' • taddlr madwtlel ea �=4b. •ter torn' ,J� FWA AW PnMk Tft NOW-0plaWcpsddpuWwW* fttm nqutedl t a�dq ph ra an ales] sawn wOWN too wain. � a4in.`-.~• •�- Oil ,��•,_ 2FZ1. EmCkM Eare Canna Fen& On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the tile for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (101.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 in' (109.7-148.4 cm') of adhesive contact with the underside of the tile . . .... ...... 2. Apply a 4" (101.6 nun) x 4 e t 141.6 mn* x V (25.4 • nun) foam paddy onto the• mdetrlayment jest below• • • • • • the second course line positioned foam paddy . under the strengthening tb tbf gat till pr der the• pan portion of the tile, cloWsl to the ullderlock for •' the second course tile to MWtilled. Insure. '''' • approximately 8-9 in? (5ti.•6-3$.1 cm2) of;Aesive • • • • • contact with the undersic:o Ali tile. • • • • • •, • • ...... .. . . .. (Instructions continued on nextpage) '.:..' NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 - it . ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) NaYdwenoptadc pa"M.1die lwlunr gWr*M t�aaytbeew—dast Samen, �� .•• paddi[uMettflel Sk* f. � r � � 4R41n. 'e 2241 tarTs. _ Fada Emd��r. • * • . %prOnwnto 3. Also apply a 2" (50.8 mm) x 4" (101.6 nun) x V (19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm) - 11 (71cm2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 cml) - 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.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 . IV _ ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL Two Piece Barrel (Cap and Pan) Tile 1. Starting at the eave course, apply a minimum 2" Plea enough �,q„neo I `O'd'l'ieSe0i°'I" s"'"�n (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam 2JTWn=mm „p.w,do,,,,m Pboaaimsiveu, paddy onto the underlayment positioned as tot in.ttmoutd&eda.orco wdhb shown under two adjacent pan tiles. Support eave Than NaWI the dI&Edwn 25scIALantmaree. 20to ,1 tiles from rocking until adhesive has a chance to -, cure. 2. Continue in same manner bringing two pan �, r •' .-' ,;i' ;=� : %� �' courses up toward the ridge. Insure .... approximately 65 (419,4 cm) — 70 (4, 1,6•em2) • • • • • • square inch adhesive cdW4et I+ith thg pn4rsideSlouching • • of the pan tile. • Em ImeW dw 3 •••••• • • • 3. Turn covers upside dowx erc osin the underside : • • • • : W-PW of the tile. Apply a minim �" (25 *4•min) x 10" • • • • • m �"`�' n° (254 mm) bead of adhe%Wd4ectly 4n $he finer • • • • • RameN.tap portbn ere+..... w.s. wvw dl..Mwt to saaood owne or edge of each side of the Collet tile. Uave • • • • • • • p.nena. En.Y�.wa.edotr.n+nd�w.e ,►.no.h.e....w�. approximately 3/4" (19CAWC) 1" (25.41nm) •• Ilece Barrel - High Profile Tile from the outside edge *f the tile, in4sIlrfree of �' • •' Two I foam to allow for expaxsion • • • • • • • 4. Turn cover file over after foam is applied and place onto pan file course. Insure a minimum of 20 (129 cm2) - 25 (161.3 cm2) square inch contact area on each side of the cover tile to the pan tile. Continue in same manner. Trim away any cured exposed foam adhesive. Pointing of longitudinal edges of the cover tiles are considered optional. 5. When additional nailing is required, 2" (50.8 mm) x 4" (101.6 mm) nailers or the tie wire system using galvanized, stainless steel, or copper wire and compatible nails may be used. END OF THIS ACCEPTANCE NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 11 of 11