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RF-18-2065
Project Address 1431 NE 103 Street Miami Shores, FL 33138-2625 Information CARLOS EDUARDO ARRIETA rit Parcel Number 1132050310160 Block: Lot: Address 1431 NE 103 Street MIAMI SHORES FL 33138- 1431 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone BUILDING UNLIMITED (305)278-8188 of Work: Re Roof onal Info: RE -ROOFING TILE AND FLAT ification: Residential ling: 3 Fees Due Amount yHOREy L,! Miami Shores Village CCF 10050 N.E. 2nd Avenue NE DBPR Fee 3.75 Miami Shores, FL 33138-0000 Phone: (305)795-2204 FLORIDA Permit Fee - New Roof Project Address 1431 NE 103 Street Miami Shores, FL 33138-2625 Information CARLOS EDUARDO ARRIETA rit Parcel Number 1132050310160 Block: Lot: Address 1431 NE 103 Street MIAMI SHORES FL 33138- 1431 NE 103 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone BUILDING UNLIMITED (305)278-8188 of Work: Re Roof onal Info: RE -ROOFING TILE AND FLAT ification: Residential ling: 3 Fees Due Amount Bond Type - Contractors Bond 500.00 CCF 22.80 DBPR Fee 3.75 DCA Fee 2.50 Education Surcharge 7.60 Permit Fee - New Roof 250.00 Scanning Fee 9.00 Technology Fee 30.40 Total: 826.05 Issue oats: 8/2/2018 Permit NO. RF -8-18-2065 Permit Type: Roof Work Classification: Tile/Flat Permit Status: APPROVED Expiration: 01129/2019 Applicant CARLOS EDUARDO ARRIETA CI Phone Cell Valuation: $ 38,000.00 Total Sq Feet: 520 Pay Date Pay Type Amt Paid Amt Due Invoice # RF -8-18-68416 08/02/2018 Check #: 2322 $ 826.05 $ 0.00 Bond #: 3845 Avaname Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof in Progress Renailing Affidav Review Roof Cap Sheet In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contractor to da the"worlt•;stated. Auaust 02. 2018 Authorized Signature: Owner / Applicant / Contractor / Agen Building Department Copy August 02, 2018 1 Miami Shores Village CF:1VMD Building Department AUG 03 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 B.Y: Tel: (305) 795-2204 Fax: (305) 756-8972 ---1 LQ INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 BUILDING Master Permit No. 1r 20 ( PERMIT APPLICATION Sub Permit No. BUILDING ELECTRIC ROOFING REVISION EXTENSION RENEWAL PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP c CONTRACTOR DRAWINGS JOB ADDRESS: I \ \ 'v 1 V ` JA- P-k'1Ckm'I 5 (-C S City: Miami Shores__Countv: Miami Dade Zip: a'3130 Folio/Parcel#: 11- Occupancy l- Occupancy Type: Load: 031 - o 1 (00 Construction Type: the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): leaf `Q5 E)Qaf''D k( rhe -`Phone#: y j;3qI Address: ILA 3 J El Q3 4) City: M.iGlm'% ' L)! n(h{'L5 State: I l Zip: Tenant/Lessee Name: Phone#: Email CONTRACTOR: Company Name: R cJl I ! "` n% y ' I Phone#: 3O5 G 9 Address: 2-c-{ -1 S (A-1 o 5- r City: State: Zip: Qualifier Name: ol r-S- U r "I Phone#: State Certification or Registration #: ICC C 0 57 3 Certificate of Competency M DESIGNER: Architect/Engineer: Phone#: Address: r^ r V City: State: n Zip: Value of Work for this Permit: $ 2 J • 0V Square/Linear Footage of Work: (.• 0 Type of Work:_ Addition Alteration New epair/Replace Demolition Description of Work: ___ , • ! Specify color off color thru tile: Submittal Fee $ c .) I M Permit Fee $ Zed • 0.7 CCF $ CO/CC $ Scanning Fee $ Technology Fee $ Structural Reviews $ Revised02/24/2014) Radon Fee DBPR $ 3. :E]l, c-- Notary $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Com') -2, ' 07?; Bonding..Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature . OWNER'.or'AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of U,%\ , 20 ! 4 by day of k (n U S 20 % O . by Go. r OS . Y e-a. , who is personally known to who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: SiSign: D. iN n: g g Print: •' EYIN Print: y u - a e oFlorida o`r P6 •; Notary PuI( EVIblic - State of Florida OUAVE0131 En Seal: ' + • Commission N FF 924028 Seal: Commission #F FF 924028 f F`,• My Comm. Expires Oct 4, 2019 Bonded through Natlonal Notary Assn ;+;.•' My Comm. Expires Oct 4, 2019 Bonded through National Notary Assn. t APPROVED BY Plans Examiner Zoning Structural Review Revised02/24/2014) Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: Property Address: Roofing Permit Number: Y(DS Arfie Ln Date: J' ;L-- ZW ,' 00100. or . . . 0000. 0000.. 0000.. Dear Build' Official: • 0000:. certify that I am not required to retrofit the r6etfo Dvall cogn%tions of cny..: building because: ' • • o The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) Signature State of Florida County of Dade Print Name The undersigned, being the first duly sworn, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this day of o.5\ KEVIN 0. WEBSTERPRSP4B s_ Notary Public - State of Florida Notary Public, Sate of Florida at Large •nmmitainn # FF 994 My Comm. Expires Oct 4, 2019 Bonded t NadWhenthejustvaluationofthestructureforpurposeo 0. and the budding was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane MiNation. Revised on 51?113009 SNOR4 eta- OR 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. Renailing wood decks: When replacing roofing, the existing wmd roof der/ "have to '. be renailed in accordance with the current provisions of Section R4403. (The tdd deck is u§tally """ concealed prior to removing the existing roof system). """ • • • • 4. Ceiling: Exposed, open beam ceilings are where the UA>gQrside of fhe reel decking • •: • can be viewed from below. The owner may wish to maintain the architecturataprVnce; therefore, 0 roofing nail penetration of the underside of the decking may not be acceptable. Thi!? provi"thboptionldl* maintaining the appearance. ' 6.,_Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. Owner/Agent's Signature Date Contractor Sig a ure Date L -31f --,F_ c3sf Property'Address Revised on 7/9/2009 LD;07/01/2015; 3 i3 Permit Number ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Master Permit No Contractor's Name Job Address Florida Building Code 6th Edition (2017) High -Velocity Hurricane zone Uniform Permit Application Form. Section A (General Information) Process No. 91'n I kid" ID 3 5 00 •: Low Slope Mechanically Fastened Tile Asphaltic Shingles Metal Panol/Shingles Prescriptive BUR -RAS 150 ROOF TYPE M New Roof r'PTRepair r7 Maintenance ROOF SYSTEM INFORMATION Ci! Mortar/Adhesive Set Tile y WooctShMjeslShake9 • 000.00 •• • 0.0.00 0 0.0..0 V_t Reroofing • • 0• Recovaring . 00 0000• 0 Steep Sloped Roof Area (SF) 51 • • Low Slope Roof Area (SF) 0 Section B (Roof Plate Uppers and overflow drains. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scIncludedimensionsofsectionsandlevels, clearly identify dimensions of elevated pressure zones and location of parapets. FLORIDA BUILDING CODE 6th Edition (2017) — BUILDING 15.32 9z 35 z f i Miami -Dade County HVHZ Electronic Roof Permit Form Section C Page (Low Slope Roof Systems) Delivering Excellence Every Day" Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the text box. ROOF SYSTEM MANUFACTURER: I GAF Top Ply: GAF MINERAL CAP SHEET Product Approval (NOA): 14-1030.02 System Type: E1 Top Ply Fastening / Bonding Material: Wind Uplift Pressures, From RAS 128 or Seated Calculations: P1) Field: 42.8 psf P2) Perimeters: -71.1 psf P3) Corners: -108.0 psf Maximum Design Pressure From NOA: -52•x. psf Roof Slope: 0.50 •' : 12 Roof Mean Height: 16 ft. Parapet Walls: 0 No 0 Yes Parapet wall Height: ft. Deck Type: —5/8" Plywood— Support Spacing: N/? " o/c Alternate Deck Type: I NA Existing Roof: SAME Fire Barrier. NA Vapor Barrier: NA Anchor Sheet: NA Anchor Sheet Fastener 1 Bonding Material: NA Insulation Base Layer Size & Thickness: NA Insulation Base Layer Fastener/ Bonding Material: NA Insulation Top Layer Size & Thickness: NA insulation Top Layer Fastener / Bonding Material: NA Base Sheet(s) & No. of Ply(s): GAF GLASSBASE 75# (1) Base Sheet Fastener/ Bonding Material: 1-1(4" RS NAIL & TIN CAP 1-5/8" Ply Sheet(s) & No. of Ply(s): GAF RUBEROID 20 (1) Ply Sheet Fastener / Bonding Material: HOT MOP ASPHALT HOT MOP ASPHALT Surfacing: I GRANULES SINGLE PLY MEMBRANE: Single Ply Manufacturer / Type: NA 7771 Single Ply Sheet Width:NA " 112 Sheet Width: NA ;''' • • No. of Single Ply 1/2 sheets: NA ' •' - • • • • Single Ply Membrane Fastening / Bonding Maledal:. *00 • • • • • • • • NA •....• • 0 FASTENER SPACING FOR BASESHEtTi17TACHMEEIT• . • • .. • • SINGLE PLY MEMBRANE ATTACHM13f M • • • • •• '• ""' 1. Field: g " o/c @ Laps & a rows ; o/c • 2. Perimeter: " o/c @ Laps & r47rows6 " o/f • • • • • • 3. Corner: El- o1cQ Laps &Q rows' " o/c •' • • • • • NUMBER OF FASTENERS PER INSULATION BOARD: 1. Field: fNA 2. Perimeter: 3. Corner. NANA Insulation Fastener Type: jNA WOOD NAILER TYPE AND SIZE: 1" X 8" FASCIAL WOOD Wood Nailer Fastener Type and Spacing: 12 WOOD SCREW 16" OC EDGE & COPING METAL SIZES: Edge Metal Material: I —Galvanized Metal— Edge Size: -3" face 26 ga.-- Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE— Edge Metal Attachment: 1-1/4" RS NAIL 4 -OC Coping Material: I --SELECT PARAPET WALL COPING MATERIAL -- Coping Size: I —SELECT COPING METAL SIZE OR THICKNESS -- Hook Strip Size: —SELECT COPING METAL HOOK STRIP SIZE— Parapet Coping Metal Attachment: NA EdgeNailahle Deck MIAWIaADE Miami -Dade County HVH2 Electronic Roof Permit Form Delivering Excellence Every Day" Illustrate Components Noted and Details as Applicable: Top Ply IMerplies base Sheet Roof Mean Height: ft. SkAQ Drip Metal: 3"X3" GALV 26G Surfacing: Drip Metal IGRANULES Top Ply.- ly: GAFGAFMINERAL CAP SHEET I a Interplies: a GAF RUBEROID 20 Base Sheet: Roof Deck a GAF GLASSBASE 75# Deck Type: PLYWOOD 5/8" I GFUR1306 - Roofing Systems Page 5 of 44 Base Sheet: --- One ply Type G2 "GAFGLASO 475 Base Sheet" or "Tri-PlyO #75 Base Sheet" or "GAFGLASO #80 Ultima'" Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type G1 "GAFGLAS@ Ply 4" or "Tri -Ply® 4" or "GAFGLAS@ Flex -Ply'" 6" or Type G2 "GAFGLASO #75 Base Sheet" or "Tri -Ply@ #75 Base Sheet" or "GAFGLASO #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings" TOPCOAT@ EnergyCote'" Roof Coating" or "TOPCOAT® MB Plus Coating" or "United Coatings'" Roof Mate MB Plus Coating" applied at a rate of 2-gal./100-ft2. 17. Deck: C-15/32 Incline: 1/2 Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "Olyeond Fastening System" or any UL Classified Insulation adhesive. Barrier Board: — Minimum'/4-in. thick Georgia-Pacific Gypsum LLC "DensDeckO Roofboard" or "DensDeck@ Prime Roofboard" or DensDecke DuraGuard'" Roorboard" or minimum'/4-In. thick Untied States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or SECUROCKO Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive with butt joints In the barrier board products staggered a minimum of 6 -in. from plywood deck joints. Base Sheet: — One ply Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultima'" Base Sheet", mechanically fastened. Ply Sheet: — One or two plies Type GI "GAFGLAS@ Ply 4" or "Trl-Ply 4" or "GAFGLASp Flex Ply 6" or Type G2 "GAFGLAS@ #75 Base Sheet" or "Tri -Ply #75 Base Sheet" or "GAFGLASO #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or 'Tri -Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. 004* Coating: — "United Coatings- TOPCOAT@ EnergyCote'" Roof Coating" or "TOPCOAT@ MB Plus Coating" or "United CoatingW Roof plate MB Plus Coating" applied at a rate of 2-gal./100-ft.2. • _ • _ so** 18. Deck: NC Incline: 1 09.0.0 90 • Insulation (Optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate, mechanlcauy„fas oned or adhered with LRF Adhesive M" or OMG Inc. "Olybond Fastening System", applied as a nominal V4 -in. bead or "GAF 2 -Part RoofingAdhesive" yglled as a nominal 2'/2 -in. bead with a maximum on -center spacing of 12 -In. or any UL Classified insulation adhesive,t 01116per the • • manufacturer's installation instructions. *00* •••• Base Sheet: — One ply "GAFGLASO Stratavent@ Perforated Venting Base Sheet", loose laid or Type G2 "GAFG"SQ #75 Bade Shept" or Tri -Ply #75 Base Sheet" or "GAFGLASO #80 Ultima'" Base Sheet", fully adhered with hot roofing asphalt. • • • • • Ply Sheet: — One or two plies "RUBEROID@ Mop Smooth" or "RUBEROIDS Mop Smooth 1.5" or "RUBER0ID & MspSmooth Plus" E:• RUBEROID@ 20 Smooth", "Ruberoid@ 20 Plus Smooth" or "RUBEROIDO HW 25 Smooth", fully adhered witj of jgpgng asphalt. 0 Membrane: — "GAFGLAS@ Mineral Surfaced Cap Sheet" or "Tri -Ply@ BUR Granule Cap Sheet", fully adhereddwi{Ellhos roofing asphalt. Coating: — "United Coatings'" TOPCOAT@ EnergyCote'" Roof Coating" or "TOPCOAT@ MB Plus Coating" or '+United Coatings . k":Vte MB Plus Roof Coating" applied at a rate of 2-gal./100-ft.2. 0 0 • 19. Deck: C-15/32 Incline: 1 Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Barrier Board: — Minimum'/4-In. thick Georgia-Pacific Gypsum LLC "DensDeckp Roofboard" or "DensDeck@ Prime Roofboard" or DensDeck@ DuraGuard'" Roolboard" or minimum'/4-in. thick Untied States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or SECUROCKO Glass -Mat Roof Board" (Type SGMRX) mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive with butt joints in the barrier board products staggered a minimum of 5 -in. from plywood deck joints. Base Sheet: — One ply "GAFGLASO Stratavent@ Nallable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet", loose laid or Type G2 "GAFGLASO 975 Base Sheet" or'Trl-Ply #75 Base Sheet" or "GAFGLAS@ #80 Ultima"' Base Sheet", fully adhered with hot roofing asphalt. Ply Sheet: — One or two plies "RUBEROID@ Mop Smooth" or "RUBEROIDO Mop Smooth Pius" fully adhered with hot roofing asphalt. Membrane. — %AFGLASO Mineral Surfaced Cap Sheet" or "Tri -Ply@ BUR Granule Cap Sheet", fully adhered with hot roofing asphalt. Coating: — "United Coatings'" TOPCOAT@ EnergyCote"" Roof Coating" or'TOPCOATO M8 Plus Coating" or "United Coatings— Roof Mate MB Plus Roof Coating" applied at a rate of 2-gal./100-ft 2. 20. Deck: C-15/32 Incline: 1 Base Sheet: — One ply Type G2 "GAFGLASO #75 Base Sheet" or "Tri-Ply(g)#7S Base Sheet" mechanically fastened. Insulation (Optional): — Any thickness or combination: perlite or wood fiber or glass fiber or polyisocyanurate, mechanically fastened or hot mopped or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified Insulation adhesive. Base Sheet: — One or more plies "RUBEROID@ 20 Smooth", "Ruberoid@ 20 Plus Smooth" or "RUBEROID@ HW 25 Smooth", mechanically fastened or fully adhered with hot roofing asphalt. Cap Sheet. — Type G3 "GAFGLAS@ Mineral Surfaced Cap Sheet" or'Tri-PlyO BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" Mineral -Surfaced Cap Sheet". 21. Deck: NC Incline: 2 Barrier Board (Optional): — One or more layers Georgia-Pacific Gypsum LLC "DensDeck@ Roofboard" or "DensDeck@ Prime Roofboard" or "DensDeck© DuraGuard'" Roofboard", minimum '/4 -In. thick, or United States Gypsum Co. "SECUROCKO Roof Board" (Type FRX-G) or "SECUROCK@ Glass -Mat Roof Board" (Type SGMRX), minimum '/4 -in. thick. Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic, any thickness. Base Sheet: — Two plies Type G1 "GAFGLASO Ply 4" or 'Tri-PlyO Ply 4" or "GAFGLAS(D Flex Ply 6" or one ply Type G2 "GAFGLAS@ #7S Base Sheet" or "Tri-Plyp #75 Base Sheet" or "GAFGLASO #80 Ultima'" Base Sheet" mechanically fastened or fully adhered with hot roofing asphalt or one ply Type G2 "GAFGLAS@ Stratavent@ Nailable Venting Base Sheet" or "GAFGLAS@ Stratavent@ Perforated Venting Base Sheet" loose laid, mechanically fastened or fully adhered. Ply Sheet: — One or more plies Type G1 "GAFGLASO Ply 4" or'Tri-Ply(D Ply 4" or "GAFGLAS@ Flex Ply 6", fully adhered with hot roofing asphalt. Cap Sheet: — Type G3 "GAFGLASO Mineral Surfaced Cap Sheet" or "Trl-Ply@ BUR Granule Cap Sheet" or "GAFGLAS@ EnergyCap'" Mineral -Surfaced Cap Sheet", fully adhered with hot roofing asphalt. Class B iTCFXT/1 PR A A!(F/ehn,%unnaP html?namP.=T('T 6/1 /?()1 Ai 9999•• 9999•• 9999•• 9999 9.999 9.0000 00.000 a 0•••• GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: MIAMFQADE MIANII-DADS COUNTYr PRODUCT CONTROL SECTION Product Control Section to be used in Miami Dade County and other areas where allowed b; the. 11805 SW 26 Slrcel, Room 208 DEPARTMENT OP REGULATORY AND ECONOMIC RLSOURCEs (RTE) Miami, Florida 33175.2474 DOARD AND CODE ADMINISTRATION DIVISION T (786)315.2590 F (786) 315.2599 NOTICE OF ACCEPTANCE (NOA) MVIV.miarntupd0.tovleCnno,nv GAF 1 Campus Drive Parsippany, NJ 07054 SCOPE: This NOA is being issued under tate applicable rules and regulations governing file 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 b; the. Authority Having Jurisdiction (AHJ). • • ' This NOA shall not be valid atter the expiration date stated below. Tile Miami -Dade Coun... ... ty**fla 1Gt Control Section (in Miami Dade County) and/or the AHJ (in areas other than Miami Dade CopgWj reserve the right to have this product or material tested for quality assurance purposes. If thispgrpgWet or material fails to perform in the accepted manner, the manufacturer wil I incur the expense of § lick, t"ting and the AHJ may immediately revoke, modify, or suspend the use of'such product or material wdthin their jurisdiction. RER reserves the right to revoke this seceptancg, if.it is determined.by..Miami:badeCountyProductControlSectionthatthisproductormaterialfallstomeettherequirementsotTIC; applicable building code. This product is approved as described herein, and has been designed to comply with the Flort'da l#uif!ding Code Including the High Velocity Hurricane Zone of the Florida Building Code. a DESCRwTION: GAF Ruberoid®Medifled Bitumen Roof System for Wood Deeks LADE, LING: 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 tiled 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 shalt be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0611.131 and consists of pages i through 30. The submitted documentation was reviewed by Sorge L. Acebo. MOA No.: 14-1030.02 14MMI-a Expiration )Date: 11/06/18 Approval Date: 11/05115 Page 1000 Membrane Type: SBS/SBS Cold Applied Deck Type x: Wood, Non -insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1.): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOut"' Fire Barrier Coating, VersaShield® Fire -Resistant Roof Deck Protection optional) or Securock® Gypsum -Fiber Roof Board. Base sheet: GAFGLAS°p ##80 Ultima "' Base Sheet, GAFGLAS® Stratavent® Eliminator"' 6066 Nailable Venting Base Sheet, Ruberoido 20, Ruberoid® S13S Heat-neld%Smooth • • • • • • ...... or Ruberoidm SBS Heat -Weld' 25 base sheet mechanically fastened lolel as • • • .' described below: • • • Fastening GAFGLASOPly 4, GAFGLASaFlexPly 6,GAFGLASm#75 Base Sticom any • Options: of above base sheets attached to deck with approved annular ring sha nle Amis and • • • • • • tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rawx•12" • • • • O.G. in the field. •. • • • • • • • Maxlmunt Design Press -tire --45 psf See General Limitation #7) . • • . • • : • • • • GAFGLASO PIy 4$ GAFGi:AS'0 F16YPly'" 6, GAFGLASO #75 0si6 SIge'tvrany of above base sheets attached to deck with Drill Tec ' # 12 Fastener, Mill-Tcl, : :00906 14 Fastener or Drill -Teo'" XHD Fastener and Drill -T=73" Steel PlEle, QAU- Tec— AccuTraeO Flat Plate or Drill -Tec"" AccuTracaRecessed Plate infflillerf 12" •" • . o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced • approximately 12" o.c. in the field of the sheet. Marintum Design Pressure-45josf. See General Limitation #7) GAFGLAS° FlexPe 6, GAFGLASM #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c, in the field. Marin:um Design Pressure 52.5 psf. See General Limitation #7) GAFGLAS® #BO Ultima.'" Base Sheet, Ruberoid'20, RuberoidOMop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.o. in the field. Maxiaunrt Design Pressure—60psf. See General Linsilalion #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec'4 912 Fastener, Drill -Tee #14 Fastener or Drili-Tec' X14D Fastener and Drill -Tec"' 3" Steel Plate, Drill -Tec` AceuTraca Flat plate or 13011 -Ted"' AccuTraeO Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. Maxfinuat Design Pressure —60 psf. See General Limitation #7) Any of above base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Ted" insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. Maxintunt Design Pressure —60 psf. See General Limilation #7) NOA No.: 14-1030.02 MfAMROA0EQ0 Expiration nate: 11106/18 I Approval Date: 1.1./05/15 Page 26 of 30 WOOD HECK SYSTEM IdMITATIONS: A slip sheet is required with GAFGLAS'* Ply 4 and GAFGLAS® FlexPlyTm 6 when used as a mechanically fastened base or anchor sheet. MinimumYW'DensDeckm Roof Board or %s" Type X gypsum board is acceptable to be installeddirectlyoverthewooddeck. GENERAL LYMITAmONS: I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials DIrectory for fire ratings of this product, 2. Insulation may be installed in multiple layers, The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attaclimenL When applied fit 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.; orstrip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation, Encircling of the strips is not acceptable. A 6" break%W fie placed every IT in -each -ribbon -to allowcroUvahtilation:" A"sptisltapplieation ofeitheFVsIdn3 shall be at a minimum rate of 12 lbs./sq. Note; Spot attached systems shall be limited tod ritMititnum design pressure of -45 psf. • • • • S. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force M. Value of275ibf., as tested in compliance with Testing Application Standard TAS 105. If the fal'tengrovalue, as field-tested, are below 275 Ibf. insulation attachment shall not be acceptable. :60:6: 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is biased on a minimum fastener resistance value in conjunction with the maximum design value:iste ftithin a specific system. Should the fastener resistance be less than that required, as determined by MeBuildingOfficial, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant maybe submitted, Said revised fastener spacingshallutilizethewithdrawalresistancevaluetakenfromTestingApplicationStandardsTAS105and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant When this limitation is specifically referred within this NOA, General Limitation #9 will notbeapplicable.) 8. All attachment and sizing of perimeter milers, 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 limitatlon listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). When this limitation is specifically referred within this NOA, General Limitation #7 will notbeapplicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the FloridaBuildingCodeandRule61G20-3 of the Florida Administrative Code, END OF THIS ACCEPTANCE NOA No.: 14-1030.02 MuafujvjMIAMbDApE- Expiration Date: 11106/18 Approval Date: 11/05/15 Page 3o or3o Tile Roof System MIAMI. DIADE Miami -Dade County HVHZ Electronic Roof Permit Form Delivering ATxcelrenc•e Every Day" Section D Tile Roof System Roof System Manufacturer: EAGLE ROOFING Notice of Acceptance Number (NOA): 17.0822.14 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 26.1 psf Fill in the specific roof assembly components. if a component is not required, insert not applicable (n/a) in the text box. Roof Slope: '712" Roof Mean Height: 14 ft. Method of Tile Attachment: Adhesive, 2 Small Paddy Polyfoam Polypro Alternate Method of Tile Attachment per NOA: n/a Drip Edge Size & Gauge: -- Drip Edge Material Type: I --Galvinized Metal -- Deck Type; --5/8" Plywood -- Optional Insulation Fastener Type for Basesheet Attachment: 1-1/4 RS NAIL & TIN CAP 1-5/8" Tile Underlayment (Cap Sheet ) Type: POLYGLASS TU PLUS Tile Underlayment Attachment Method: SELF ADHERED Drip Edge Fastener Type: 1-1/4" RS NAIL 4" OC Tile Profile: EAGLE MALIBU MEDIUM PROFILE Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- NA 0 0' Optional Nailable Substral;&.. NA sees* Optional Nailable Subst retewAttachment • • • • LA . Basesheet Type: ASTM FELT D226 30# Fastener Type for Basesheet Attachment: 1-1/4 RS NAIL & TIN CAP 1-5/8" Tile Underlayment (Cap Sheet ) Type: POLYGLASS TU PLUS Tile Underlayment Attachment Method: SELF ADHERED Drip Edge Fastener Type: 1-1/4" RS NAIL 4" OC Tile Profile: EAGLE MALIBU MEDIUM PROFILE Hook Strip/Cleat gauge or weight: -- Select Hook Strip -- Section E lmIAMF ADE Miami -Dade County HVHZ Electronic Roof Permit Form Delivering Excellence Every flay" Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based tile systems, use Method 1. Compare the values for Mr with the values from Mf. If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. P 1: -39.1 x 0.282 11.03 Mg:6.54 Mr1: 4.49 5 26.1 NOA Mf P 2: -68.1 x X0.282 19.20 Mg: 6.54 Mr2: 12.66 s 26.1 NOA Mf P 3: 100.7 x X0.282 W:= 28.40 Mg: 6.54 Mt3: 21.86 s 26.1 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based tile systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or egko id N Fr values, for each area of the roof, then the tile attachment method is acceptable. ; .' . "" • • • • ; • PI: ©x1:=xw:= Symbol Where to Find Design Pressure W.. Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height P2:x1:= Job Site xw:= 0 W:= Aerodynamic Multiplier x P3: Restoring Moment due to Gravity x1:=©xw:= Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance W. Calculated Minimum Attachment Resistance x cos 0: ED = Fr1: • • • S =NOA F' x cos 0: El = Ft2: 5 TOA F' xCos 0:ED=Fr3: ••••• S NOA F' Where to Obtain Information to complete tile calculations •. .. Description Symbol Where to Find Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysis prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval (NOA) Restoring Moment due to Gravity Mg Product Approval (NOA) Attachment Resistance Mf Product Approval (NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval (NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval (NOA) Tile Dimensions I =length w =width Product Approval (NOA) MIAMI-DADE COUNTY MIAMFDiADE 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.niianiidade.gov/CCOI)On'V Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 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, tQlfy or • • • • • • suspend the use of such product or material within their jurisdiction. RER reserves the right-te`reyoke th"aweptance, • • if it is determined by Miami -Dade County Product Control Section that this product or mat0Aatfa+ls to meet the ....:. requirements of the applicable building code.""" • This product is approved as described herein, and has been designed to comply with the FIQA $uilding•edg • including the High Velocity Hurricane Zone of the Florida Building Code. "" "" `•: Medium Profile Concrete Tile " •' •"`:' DESCRIPTION: ...... • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state itd 414owinj • statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein,. • • • 9 • • 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 precededby 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. 16-0314.07 and consists of pages I through 7. The submitted documentation was reviewed by Freddy Semino W 000 ,. NOA No. 17-0822.14 CMIAMMADEOUNTY Expiration Date: 10/05/21 AW11pproval Date: 10/26/17 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Sub Category Material: 1. SCOPE: Roofing Roofing Tiles Concrete This approves a system using Eagle Roofing Products Medium Profile Concrete Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL and described in Section 2 of this Notice of Acceptance. For use in 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 section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description • • • • Medium Profile Concrete Lenght = 17" TAS 112 Low profile, interlocki;y,, fiigh press* *re extrudet* Tile Width = 121/2" Type lb concrete roof tile equilaReA Wth thitf^M hole • • Thickness= 1/2" Class III and double roll ribs. ForAcwt deck or battene4 nail -on, mortar or adhesive get applications. :** Go: Trim Pieces Lenght = varies TAS 112 Accessory trim, concrete..roof.. pieces fdir use at • Width = varies hips, rakes and ridges.xl;i tur;Jfor' each tiie varying thickness profile. ...... ' 2.1 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report PRI Construction ERPF -001-02-02 TAS 112 Aug. 2006 Materials Technologies Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) Redland Technologies P0631-01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No. 17-0822.14 CM1AMfflAQEC=0U Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 2 of 7 Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Letter Dated Aug. Wind Tunnel Testing 1, 1994 TAS 108 (Nail -On) 224-47099 Physical Properties TAS 112 25-7094-1 Static Uplift Testing TAS 102 4" Headlap, Nails,. Direct Deck, New Construction) 25-7094-7 Static Uplift Testing TAS 102 4" Headlap, Nails, Battens) 25-7094-4 Static Uplift Testing TAS 102 4" Headlap, Nails, Direct Deck, Recover/Reroof) Project No. 307025 Wind Driven Rain Test #MDC -76 TAS 100 25-7183-1 Static Uplift Testing TAS 102 2 Quik -Drive Screws, Direct Deck) 25-7183-2 Static Uplift Testing TAS 102 2 Quik -Drive Screws, Battens) 25-7214-2 Static Uplift Testing 25-7214-6 TAS 102 1 Quik -Drive Screw, Direct Deck) 1 Quik -Drive Screw, Battens) 528454-2-1 Static Uplift Testing 520109-2 TAS 101 Evaluation Two Patty Adhesive Set System Calculations Evaluation 25-7183 Calculations Evaluation 25-7094 Calculations Evaluation 25-7496 Calculations Evaluation 25-7584 Calculations 25-7804b-8 25-7804-4 & 5 25-7848-6 Calculations. Aerodynamic Multiplier Calculations Restoring Moment Due to Gravity Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Oct. 1994 Feb. 1995 Feb„t915• March;;} 993 Sep:1998' Dec. 4998 April -1A March 1995 February 1996 April 1996 December 1996 Sep. 2006 Sep. 2006 NOA No. 17-0822.14 Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 3 of 7 ATL of South Florida RT1211.03-15 TAS 112 12/17/15 ATL of South Florida RT0706.02-17 TAS 112 09/25/17 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 in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Miami -Dade County Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 0000 3.7 All products listed herein shall have a quality assurance audit in accordance with the Florida Bbil ;g Code, ..... and Rule 61 G20-3 of the Florida Administrative Code. • 0000.. 0000.. 0000 0000 . . 4. INSTALLATION • 4.1 Eagle Roofing Products LLC, Medium Profile Concrete Tile and its componet1ti Gall be in etai'leed in stAIM0 compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 12s. • • • • • • go**:* 4.2 Data For Attachment Calculations • • • • • • • 00000 0000.. Table 1: Average Weight (W) and Dimensions (I x w) " .' •.'. • Tile Profile Weight -W (lbf) Length-1(ft) Width -w (ft) Medium Profile Concrete Tile 9.5 1.417 1.04 Table 2: Aerod namic Multipliers - ft3 Tile Profile Tile A, (ft3) Profile Batten Application1 1 (ft3) Direct Deck Application Medium Profile Concrete Tile 0.305 0.282 Table 3: Restoring Moments due to Gray! t - M ft-lbf Tile Profile 3":12" 4":12" 5":12" 6":12" 7":12" or greater Medium Profile Concrete Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck16.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 6.08 NOA No. 17-0822.14 MIAMMADECOU Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck min 16/32" plywood) Direct Deck min. 19/32" plywood) Battens Medium Profile Concrete Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2-10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 2-10d Ring Shank Nails' 43.0 67.5 50.9 1 Installation with a 4" tile headlap and fasteners are located a min. of 2'/z" from head of tile. • •" Table 5: Attachment Resistance Expressed as a Moment Mf (ft- ) • • • for Two Patty Adhesive Set Systems 906.66 • • • 000 Tile Tile Application WiirtiMum Attat;hmenIC„ Profile 5 Medium paddy placement of 24grams of ICP Adhesives Polyset® AH -160. Resistance Medium Profile Concrete Tile Adhesive2 26 • • 2 See manufactures component approval for installation .re uirements. 3 The Dow Chemical Company TileBond Average weight per patty 11.4 grams. ICP Adhesives Polyset® AH -160. Average weight per patty 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) • for Single Patty Adhesive Set Sy stems Tile Profile Tile Application Minimum Attachment Resistance Medium Profile Concrete Tile ICP Adhesives Polyset® AH -160 86.614 ICP Adhesives Polyset® AH -160 45.55 4 Large paddy placement of 54grams of ICP Adhesives Polyset® AH -160. 5 Medium paddy placement of 24grams of ICP Adhesives Polyset® AH -160. Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Medium Profile Concrete Tile Mortar Set' 20.60 1 Tile-Tite Roof Tile Mortar. NOA No. 17-0822.14 MM MIAMbDADE COUNTY Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 5 of 7 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved". EAGLE," FLORIDA LOCATED ON UNDERSIDE OF TILE) OR Y 60EAGLEFL 0 0 ON FRONTSIDE OF TILE) LOCATED MEDIUM PROFILE CONCRETE ROOF TILE LABEL, SUMTERVILLE PLANT NOA No. 17-0822.14 MIAMMADECOUNTY Expiration Date: 10/05/21 Approval Date: 10/26/17 Page 6 of 7 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 AHJ or applicable Building Code in order to properly evaluate the installation of this system. PROFILE DRAWING NAM HOLE I MEDIUM PROFILE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No. 17-0822.14 MOMMADECOUNTY Expiration Date: 10/05/21 u Approval Date: 10/26/17 Page 7 of 7 17° s •••••• 7 2 3Ae'00 M MEDIUM PROFILE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No. 17-0822.14 MOMMADECOUNTY Expiration Date: 10/05/21 u Approval Date: 10/26/17 Page 7 of 7 O Y 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 NOTICE OF ACCEPTANCE (NOA) T (786)315-2590 F (786) 315-2599 ICP Adhesives and Sealants, Inc. www mi amidadc gol—...... 12505 NW 44°i Street Coral Springs, FL. 33065 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. ThedocumentationsubmittedhasbeenreviewedandacceptedbyMiami -Dade County RER -Product Control Section to beusedinMiamiDadeCountyandotherareaswhereallowedbytheAuthorityHavingJurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control SectionInMiamiDadeCounty) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this productormaterialtestedforqualityassurancepurposes. If this product or material fails to perform in the accepted manner, themanufacturerwillincurtheexpenseofsuchtestingandtheAHJmayimmediatelyrevoke, modify, or suspend the useofsuchproductormaterialwithintheirjurisdiction. RER reserves the right to revoke this acceptance, if it isdeterminedbyMiami -Dade County Product Control Section that this product or material fails to meet the requirementsoftheapplicablebuildingcode. This product is approved as described herein, and has been designed to comply witi i the Flor' ttildin • including the High Velocity Hurricane Zone of the Florida Building Code. $' DESCRIPTION: ICP Adhesives Polyset' AH -160 ABELING: Each unit shall bear a permanent label with the manufacturer's name or) 4 lty' s atestatement: "Miami -Dade County Product Control Approved", unless otherwise noted herln. * cand following 0 90900 : 0009: RENEWAL of this NOA shall be considered after a renewal application has been filJaaci t;ere ha b;CO no change' in the applicable building code negatively affecting the performance of this product. so 0 TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in thematerials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, forsales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section ofthisNOAshallbecauseforterminationandremovalofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by theexpirationdatemaybedisplayedinadvertisingliterature. If any portion of the NOA is displayed, then it shall be doneinitsentirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors andshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial. This NOA renews NOA 16-0315.01 and consists of pages I through 11. The submitted documentation was reviewed by Alex Tigera. APPROVED 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 the adhesive Materials: Polyurethane SCOPE: This approves ICP Adhesives Polyset` AH -160 as manufactured by ICP Adhesives and Sealants, Inc. as described in this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, do not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127. For use with approved flat, low, and high profile roof tile systems using ICP Adhesives Polyset® AH -160. PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications ICP Adhesives Polyse&AH-160 ICP Adhesives Foam Dispenser RTF1000 ICP Adhesives ProPack® 30 & 100 P M N/A TAS 101 Two component polyurethane foam adhesive N/A Dispensing Equipment 0 0 N/A Dispensing Equipment 0.0.00 00.0•• 0000 0000 0000 Test Results Density 0000 0000.. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise 0000.. 28 PSI Parallel to rise Water Absorption ASTM D 2127 0000.. 0000 ASTM E 96 3.1 Perm/ Inch Dimensional Stability 0000 000.0 0 0 RODUCTS ANUFACTURED BY OTHERS. • • :00: 0 • 0* * 0 Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current* *%which lisp attachment,: resistance values with the use of ICP Adhesives Polyset® AH -160 roof tile adhesive. 0000.. MANUFACTURING LOCATION: 00 0 1. Tomball, TX. PHYSICAL PROPERTIES: Prope Test Results Density ASTM D 1622 1.6 lbs./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 @ -400 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. MIAMFQf1DE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 2 of 11 EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier 94-060 257818-1 PA 25-7438-3 25-7438-4 25-7438-7 25-7492 NB -589-631 9637-92 01-6743-011 01-6739-062b[ 1 ] 7050.02.96-1 P36700.04.12 P39740.02.12 528454-2-1 528454-9-1 528454-10-1 520109-1 520109-2 520109-3 520109-6 520109-7 520191-1 520109-2-1 Test Name/Report TAS 101 TAS 101 SSTD 11-93 SSTD 11-93 SSTD 11-93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 ASTM D 1623 TAS 101 • • TAS 123 000:00 TAS 101 0006" 0000 0000 0:000 TAS 101 ..0. 00 00000: 0e 0 0 0 . TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 on/18/12 02/21 /l 2 •' • ; • 0000.. 10/23/94.... 10• •000 0000' 0000.. 0000.. 0000: 0 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. ICP Adhesives Polyset' AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of ICP Adhesives Polyset® AH -160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code andRule61G20-3 of the Florida Administrative Code. MAMI•DADECouNTY NOA No.: 17-0322.03 Fnayoffjvj 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 tile assembly having a current NOA that lists attachment resistance values with the use of ICP Adhesives Polyset® AH -160. 2. ICP Adhesives Polyset® AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of ICP Adhesives Polyset® AH -160 shall provide sufficient attachment resistance to meet or exceed the resistance value determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. ICP Adhesives Polyset® AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and ICP Adhesives and Sealants, Inc.'s Operating Instruction and Maintenance Booklet. 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 RTFI000 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 RTF 1000 or ICP Adhesives ProPack® 30 & 100 dispensing equipment only. 7. ICP Adhesives Polyset® AH -160 shall not be exposed permanently to sunlight. 0000 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 1 to 2 nwriui&s,after ICP*Adhesives Polyset AH -160 has been dispensed. 9. ICP Adhesives Polyset® AH -160 placement and minimum patty weight shall be itr aeeoMance with the Placement Details' herein. Each generic tile profile requires the specific placemegtolla ft1 hereitt 0 • • • • 0 • 0000 0000 00.00 MIAMI•DiADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 0 0 0000.. 00000 0000.0 000::.. 0 0000. 0000. 0000.. 00 0 00 0 0 00 MIAMI•DiADE COUNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 4 of 11 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Minimum Paddy Contact Minimum Paddy Gram Area Weight Eave Course - Flat, Low, High Profiles All Eave Course 17-23 sq. inches 45-65 Flat, Low, High Profiles 1 17-23 sq. inches 45-65 Flat Profile 2 10-12 sq. inches 30 Low Profile 2 12-14 sq. inches 30 High Profile 2 17-19 sq. inches 30 Flat, Low, High Profiles 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 17 grams per bead edge)20-25 sq. inches each bead Two Piece Barrel (Pan Tile) Two Piece 65-70 sq. inches 34 grams under pan LABELING: All approved products listed herein shall be labeled and shall bear the imprint or identifiabl>tking of !he' • • • 00:0 manufacturer's name or logo and following statement: "Miami -Dade County Product ConfM•,approved" dr the Mi4gy;•; Dade County Product Control Sea] as shown below. ' • • • • • • • • HAM10ADECOUJN •••••• •• • •••••• BUILDING PERMIT REQUIREMENTS: • As required by the Building Official or applicable building code in order to properly evaldate14 installal op of thi j • • • •; system. 04, 0000 APPROVED I NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 5 of 11 ADHESIVE PLACEMENT DETAIL # 1 NOawoughplastltewoo t Paddy lBonaath:TA•aIrisanraqulrody. _ - 1 lli+drriaymrn! Y1k` r A1iJFE^ oler- x -:rig''.`. 111.r„+';•i'-.`fit '"':'Y.} ``'4J S •" Wthnsaptia•nitl • " `=;- _,,,• `' rAscl\ Nall through plastic cement lwhen required) 1, 1 ti, •.,, _ - Paddy {6.nrathT.'1.1 Vndorlaylnwtt 'i •: t - 2lrtwito BMternoprlanuul 1 K• ti1;ti.` rc `rr: 2in...r;='1 o`""• f 1QI` 4••- ..,, Cit d° .r` `• .- VO Ufa a+ y r Ea re2ourse= "^ •'*•r%'`a`P' -- fescdo 11Li1 th—Ugh Pl..slc s.ip nr-. wizen requtrcdl PtddT lov"NalbTilw) o nal `;r" •> "'•- '•.•`''.. `• ti 'a"'' ,,` caw cout 64 L r,°iii:%=... ``•• r'•-` tig .'r "r'k ' Pastia Weephale to in ] in ' r `\ fove closure4. 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 po sititmed as shown under the pan portiop of•t'11,p tile c1eSeA to the* • • •; • overlock of the tile bLing slot. •' • 0000• 00 0 000000 2. Continue in same manner. insure a pproximataly1•'k: 109.7 cm2) — 23 (148,1 cjn2) squarew jgah adhj%i, g. contact with the undpl;4Ogpf the jjje. . 09:69* a a . 0000 . 0000• • • aaa•aa 0000• o •0000• 00 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 the closest to the overlock of the tile being set. 2. Continue in same manner. Insure approximately 17 109.7 cm2) —23(148.4 cm2) square inch adhesive contact with the underside of the tile. NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 6 of I l ADHESIVE PLACEMENT DETAIL # 2 Nail through plastic cement When requiredl t. 4 _J.paddkiBrntachTliaj undiorl+YMaet tip. • ti. ; 1. ell lfatcensOpl/onal a APPROVED I Flat/Low Profile Tile 1. Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the strengthening rib of the the 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 strengthening rib closest to the overlock of the tile being set. 3. Continue in same manner. Insure approximately 10" 64.5 cm2) - 12 (77.4 cm2) square inch adhesive contact with the underside of the tile. oo Medium Profile / Double Ran Tile ' 1. Starting at the eave coutm-, rpply a r iik iWm 2" (AQ,9% mm) x 10" (254 mm) x'10'0(25'4 mm) foam paddy onto the underlayment po?ibbned as 1fMWU under 1114 pan portion of the tile closesf to the oteftek of the- • • • the being set. Insure apgryGately 11.(1 09.7 c )*• • 23 (148.4 cm2) square ippb aAhesive co>: 09 tact with ilic'. underside of the tile. • 2. At the second course, appy a minimijui 2" (50.81tm• x 7" (177.8 mm) x 1" (25.4 mm) f6am•}3addy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the the 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) High Profile / Single Pan Tile Starting at the eave course, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under the pan portion of the tile closest to the overlock of the 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 the being set. 3. Continue in same manner. Insure approximately 17" 109.7 cm2) - 19 (122.6 cm2) square inch adhesive contact with the underside of the tile. MIAMMADECouNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of l 1 MIAMMADECouNTY NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 8 of l 1 ADHESIVE PLACEMENT DETAIL # 3 Nail through plastic cement when paddy cbetween tiles) requiredi 1 Battens optional 1 ° Pal ddyfunder tile? l :r single paddyrontopoftne optional surpada 4 x 4 in. S' le ' V` W`"• on ddterr sglepaddy i' a.. 4'r,;. anurndedayment 2x4In. l R Eave Course lain. 21n Fasc(a 6mclosure FlattLow Profile Tile Hall through plastic eemeat Single paddy under tie when required) Paddy {between tiles) Battens Paddylundertilel optional surpada oft up oft r 4 x 4 in. 2 X 4 in. iz..:. ...+ 54tepaddy an underlayment EKY`•, 21n. Eave Closure Eave Course Fascia Nledlum Profile The 1. On the eave course only, apply a minimum 2" (50.8 mm) x 10" (254 mm) x 1" (25.4 -mm) foam paddy onto the underlayment positioned as shown, under the strengthening rib for flat tile or under the pan portion of the the for low or high profile tile closest to the overlock of the tile being set. Leave approximately 4" (10 1.6 mm) up from the eave edge free of foam to prevent the expanded adhesive from blocking the weep holes. Insure approximately 17-23 int (109.7-148.4 cm2) of adhesive contact with the underside of the tile 2. Apply a 4" (101.6 mm) x 4" (101.6 mm) x 1" (25.4 mm) foam paddy onto the underlayment just below the second course line positioned foam paddy under the strengthening rib for flat tile, or under the pan portion of the tile, closest to the underlock for the second course tile to be installed. Insure approximately 8-9 int (51.6-58.1 cm of adhesive contact with the underside of the•t1Ie,.. • • • • • • • sees•• •• • sees•• Instructions continued sx r kxi page) • • sees•• seessees a • • sees sees ••.•• sees •• • *sees 0••999 sees•• sees•• s9 9 NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 9 of 11 ADHESIVE PLACEMENT DETAIL # 3 (CONTINUED) Mail 7throughPI ticce Single paddy under file when ruir: Paddy ibetween tiles) Battens 0ptional Paddy (under tilel S" un erdba A 4x41n. vWT. single 2 X4 In. paddyo top of fil Eame rAo Fasda Weephole ioln. lin. Eave closure Drip edge High ProfileTlla 3. Also apply a 2" (50.8 mm) x 4" (101.6 mm) x'/" 19 mm) paddy on top of the eave course tile surface as shown, on top of the strengthening rib for flat tile or on top of the pan portion of the tile, closest to the underlock of the first course of tile. Install second course of tile. Insure approximately 9 (58.1 cm2) - 11 (71 CM2) square inch adhesive contact with the underside of the tile at the overlap and 7 (45.2 CM2) -9(58.1 CM2) square inch adhesive contact with the underside of the the at the head of the tile. Continue in same manner. DE COUNW NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 0000 0:90 00 0 000000 00000* a 9 0 000 Soo*: 00000, 0000 00*00 o :::: 00 00 Go of 00 0 00 000*00 00:0: 0 0 00 0 0 0090:8 0•0 0 0 0 0 0000•• 00 0 00 0 0 : 0 0 0 0 DE COUNW NOA No.: 17-0322.03 Expiration Date: 05/10/22 Approval Date: 04/27/17 Page 10 of 11 ADHESIVE PLACEMENT DETAIL TWO PIECE BARREL 1) Place enough adhesive to achieve 65 to 70 sq. in. Steep pitch In contactwith the pan tile. (when requ 2) Turn covers upside down. Pla aclheslve In to 1 in. from outside edge of cov. Then install the tile. Ensure 20 to 25 sq.In. contact area. • IUnderlayment Eave closure Imoter shown) Fascia Board Remove top portion of the save course cover tile. Abut to second course of pan tiles. Ensure wave and of pan and cover tiles are flush at wave line. Two Piece Barrel - High Profile Tile Two Piece Barrel (Cap and Pan) Tile Starting at the eave course, apply a minimum 2" 50.8 mm) x 10" (254 mm) x 1" (25.4 mm) foam paddy onto the underlayment positioned as shown under two adjacent pan tiles. Support eave tiles from rocking until adhesive has a chance to cure. 2. Continue in same manner bringing two pan courses up toward the ridge. Insure approximately 65 (419.4 cm2) — 70 (451.6 cm2) square inch adhesive contact with the underside of the pan tile."• • • • 3. Turn covers upside dt}WnbxposVIVe.underside. of the tile. Apply aMUM= I" (2'S.4 mm) 116'* 254 mm) bead of adhesive directly on the irlfter• - edge of each side of ?h ever tile, slaw e approximately 3/4"f gjpLn) to 1: (25.4 mml.;..• from the outside edge, bfjhe ti le; irii;ral'd, freaof a.. foam to allow for exparas+cn. 4. Turn cover tile ove :aftgi•toam is applied anct 0; place onto pan tile •ccllltse'Insure d'tgNmum•of ' 20 (129 cm2) - 25 (161.3 cm2) squ'afeInch 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 MIAM 1 , DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA Polyglass USA Inc. I I I I W. Newport Center Drive Deerfield Beach, FL 33442 MIAMI -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 3I5-2599 www.miamidade.gov/economy 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 tolbave this product or material tested for quality assurance purposes. If this product or material fails to perform in ttit4ccepte& • •; • manner, the manufacturer will incur the expense of such testing and the AHJ may imme5Melyrevok;'Wljfy, or suspend the use of such product or material within their jurisdiction. RER reserves the i' igllt"revoke'ihis acceptance; • • if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the • • • • requirements of the applicable building code. . • • • • . • • • • • This product is approved as described herein and has been designed to comply with the • • • Buil • • • • • • • • P PP g P Y F14 US 3 g 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 logs' city, state.94d%llowm* g statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. • • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 14-0717.08 and consists of pages 1 through 8. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Paye 1 of 8 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Underlayment Material: SBS, APP Self -Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location # 1 & 42 Polystick TU P Manufacturing Location #2 Polystick TU Plus Surface Printing) Manufacturing Location #I & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location 42 6 P x 3'3_3/ 811 60 mils thick 61'x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 32'10" x 3'33/8" TAS 103 and 130 mils thick ASTM D 1970 A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Dgsj&ned as a metal roofing and roof tile, undejlaymeftj • • • • • • • • • • A rubberized asphalt self-acM firing, glaiiiib i/polyest o • reinforced waterproofing me rnb cane. Designed as a metal • roofing and roof tile underl y4Vnt. • • • • • A rubberized asphalt self -adhering, poljes..ter. reinforce.. .. waterproofing membrane.ISesi ned as•a a roof tile underlayment. • A rubberized asphalt waterproofing meLbirasoa, glass • • • • • fiber/polyester reinforced, tk aogranul ars surface • • • • designed for use as a tile roof underlaythg t• • 65'x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester 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 41 & #2 60 mils thick sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Dual Pro Manufacturing Location #2 Polystick Tile Pro Manufacturing Location #2 Polystick TU Max Manufacturing Location # 1 & 42 Polystick TU P Manufacturing Location #2 Polystick TU Plus Surface Printing) Manufacturing Location #I & #2 Polystick MTS Manufacturing Location #2 Polystick MTS Plus Manufacturing Location #2 Elastoflex S6 G Manufacturing Location 42 6 P x 3'3_3/ 811 60 mils thick 61'x 3'33/8" 60 mils thick 65'8" x 3'3-3/8" 60 mils thick TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 TAS 103 and ASTM D 1970 32'10" x 3'33/8" TAS 103 and 130 mils thick ASTM D 1970 A rubberized asphalt self -adhering, glass-fiber/polyester reinforced waterproofing membrane. Dgsj&ned as a metal roofing and roof tile, undejlaymeftj • • • • • • • • • • A rubberized asphalt self-acM firing, glaiiiib i/polyest o • reinforced waterproofing me rnb cane. Designed as a metal • roofing and roof tile underl y4Vnt. • • • • • A rubberized asphalt self -adhering, poljes..ter. reinforce.. .. waterproofing membrane.ISesi ned as•a a roof tile underlayment. • A rubberized asphalt waterproofing meLbirasoa, glass • • • • • fiber/polyester reinforced, tk aogranul ars surface • • • • designed for use as a tile roof underlaythg t• • 65'x 3'3-3/8" TAS 103 and A rubberized asphalt self -adhering, glass-fiber/polyester 80 mils thick ASTM D 1970 reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. 65'8" x 3'33/s" TAS 103 A homogeneous, rubberized asphalt waterproofing 60 mils thick 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. 65'8" x 3'33/$" TAS 103 A homogeneous, rubberized asphalt waterproofing 60 mils thick 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. 32'10" x 3'3-%" 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 the underlayment systems. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 2 of 8 MANUFACTURING PLANTS: L Hazelton, PA 2. Winter Haven, FL Test Agency Trinity I ERD PRI Asphalt Technologies Momentum Technologies, Inc. LABELING: EVIDENCE SUBMITTED Test Identifier Test Name/Report Date P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103/ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D 19 70 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 DI 623 • * ' *05/12/14 P46520.10.14 ASTM D 1628 • s o 10/03/14 • P44360.10.14 TAS 103 & TASIIQ,. 0..'. 1'0/07/IA..:. P43290.10.14 ASTM D 1970 & TAS 110 10/17/1.4 • PLYG-SC10130.06.16-3 TAS 103 & TAS ii@ 6/27/Ifio6 PLYG-10130.06.16-1 ASTM D1970 & TAS'it0 06/27/1'6';••. PUSA-035-02-01 TAS 103 .. .. ab/29/06• • • • • b/29/06* PUSA-055-02-02 TAS 103 • • • • • • 12/10/07 • PUSA-089-02-01 TAS 103/ASTM D4798 & G155 9;/06/09•' • • • JX201-17A TAS 103/ASTM D4798'& G155 0060 •• b4/01/d RX14E8A TAS 103/ASTM D4798 & G155 11/09/09 DX23D8B TAS 103/ASTM D4798 & G155 02/18/10 DX23D8A TAS 103/ASTM D4798 & G155 02/18/10 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. 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. tee ct NOA No.: 15-0410.04 PBAKExpiration Date: 09/13/21 Approval Date: 08/11/16 Page 3 of 8 7. All products listed herein shalt have a quality assurance audit in accordance with the Florida Building Code and : -- Rule 61 G20-3 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 the underlayment for (direct -to -deck) tile assemblies, the maximum roof slope shall be as follows: (See Table Below) 10. Tile Profile Polystick MTS Elastoflex Polystick TU Plus, TU P, Polystick Polystick S6 G Tile Pro, Dual Pro TU Max MTS Plus Flat Tile Prohibited 4:12 6:12 6:12 without battens Profiled Tile Prohibited 4:12 6:12 G;12 4:12 without battens 9999. 9999. 9999.. 9 9999. 9900 9999 . . The above slope limitations can be exceeded only by using battens in accordance t ith Vfe AppYQuetj Tile SXSte" Notice of Acceptance and applicable Florida Building Code requirements. Whens are rVuirad, theyshQll. be utilized during loading and installation of tiles. *Soso* 0 00 99 9 0 0 0 Care should be taken during the loading procedure to keep foot traffic to a minim xm VJ to avoid dropping p f . tile directly on the underlayment. Refer to Polyglass' Tile loading detail below fo{ loacjng projerhttC•— two files laid perpendicular to slope followed by a maximum four tile stack parallel to the s'49p84, l)r a total of96 tiles T18? all underlayments except Polystick MTS which shall be loaded onto battens. NOA No.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 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 APPI<.iCATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND REC OMPirENDATIOM. • • • •; • 1. Polyglass does accept the direct application of Polystick underlayment membrand's".Adod dect?. Thstallei's'W cautioned to refer to applicable local building codes prior to direct deck installati8A 14 Mure this Asa cceptNep000* • 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•odge:; eam V peri±olyglav • • Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a mintitlutrt 1 %" nfetal'disk as "":' required in Miami -Dade County or simplex type nail as otherwise allowable in ot:V4!%ons, at a minimum rate • of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, areata 6avar" on • • the face of membrane, with the above stated nails and/or disks. The head lap merr>b ne to cover the area p8lhg; back -nailed. (Please refer to applicable local building codes prior to installation.) • 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter -battens, as required by the tile manufacturers NOA, must be used on all projects for pitch/slopes of 7"/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4"/12", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. , Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. 8. Polystick membranes may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, XtraFlex 50 Premium Modified Wet/Dry Cement, Polyglass PG500 MB Flashing Cement to the area in need of repair, followed by 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.: 15-0410.04 Expiration Date: 09/13/21 Approval Date: 08/11/16 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 corrunences. 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 proopas should be directed to our Technical Services Department at 1 (800) 894-4563. 14. Polyglass recommends that applicators followlgood roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NBCA). 1 $ PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPAWATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND REOOMM NDATIONS. • • • •; • END OF THIS ACCEPTANCE 00 0*000 NOA No.: 15-0410.04 FfAt#!# ADE [OUhlT9' Expiration Date: 09/13/21 Approval Date: 08/11/16 Page 8 of 8 RE: Permit # r. K- f Y 2 0 6 1; - Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: 0 )- licensed as a (n) Contractor / Engineer / Architect, Prirdnameand ctm*LicermType) FS 468 Building Inspector License #: C C C 0 5 7 3 Y On or about ? 3 o + E b"V r v , I did personally inspect the roof deck nailing Date 6 time) work at 4 5 NJ 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 duty sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this _day of 4 c. i w Notary Public, Sate of Florida at Large r ,,,a KEVIN 0. WEBSTER Notary Public - State of Florida Commission # FF 924028 I""„•', i My Comm. Expires Oct 4, 2019 Bonded through National Notary Assn. General, Building, Residential, or Roofing Contractors or any indhridual certified under468 F.S. to make such an Ins permit # and address # clearly shown marked on the deck for each inspection o..6-4 — HNN9n1A1619119M0 C I V I L Reileh Engineering Corp. Consulting Engineer) 2370 Southwest 123`d Avenue Miami, Florida 33175-1174 ENGINEER _ Tel: 305-823-8008 / 305-397-6414 Fax: 305-823-3300 / 305-884-8834 February 15, 2019 Building Unlimited 247 Southwest 8 Street #188 Miami, Florida 33130-3529 Project: ROOF TILE UPLIFT TEST REPORT Residential Home 1431 Northeast 103 Street Miami, Florida Information provided by client: Permit Number: Not Provided Date Completion: February 12, 2019 Roofing Contractor: Building Unlimited Project Number: 19-0252 Testing Laboratory Certificate # 16-0602.01) Dear Sirs; In accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift 'Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof ,systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of the used for this project was reported to be Flat Eagle Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (l) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perinitter area, ridge caps and one (1) test in each corner were conducted. Bascdon our test results, we:cgnnc!ude that the installation of the roof the at the above referenced project meets the test requireibent outlined in the above' -mentioned protocol. - Attached please find a copy of our test, report for- your rc v iew.° Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation f7Z Mohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 1431 Northeast 103 Street Miami, Florida Submittals: Cover Page Page 2 thru 5 of 5 Drawing 19-0252 Reileh Engineering Corporation -- Project Number - 19-0252 — Page 2 of 5 Report of TILE UPLIFT TEST for Residential Home 1431 Northeast 103 Street Miami, Florida Project Number: 19-0252 Test Number Test Load; lb Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation -- Project Number - 19-0252 — Page 3 of 5 Test Number Test Load (Ibf)- Test Status 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation -- Project Number - 19-0252 — Page 4 of 5 Test Number Test Load (Ibf)' Test Status 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass Test 1-14 Corner, 15-23 Ridge Caps, 24-38 Perimeter, 39-77 Field Reileh Engineering Corporation -- Project Number - 19-0252 — Page 5 of 5 I NUM P, 0r t5T PFpImmr, - 1400 5F 0 PIP6F CAP TE5T LOCA110NFIELP - 39 COPINFp - 70 5F P pIMMPI - 15 6 P? NOTE5 [XOK N 11LF COPUP, - 14 FFPfttP, P15tANCE, a = 3' L PFN01 5 005F MI pIZG CAP - 9 COPMF, AP.EA - 3'X 3' APPFOX, p00F T 5T LOCA110N5, M, A5, ANI? PIMFN51ON5 M 19-0252