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RF-14-303I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207367 Permit Number: RF -2 -14 -303 Scheduled Inspection Date: April 14, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: SMYTH, JONATHAN Work Classification: Tile Job Address: 1143 NE 98 Street Miami Shores, FL Phone Number Parcel Number 1132050180270 Project: <NONE> Contractor: MURPHY ROOFS Phone: (305) 892 -1700 rsunaing ueparEment comments RE -ROOF TILE Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. INSPECTOR COMMENTS False Inspector Comments April 14, 2014 For Inspections please call: (305)762 -4949 Page 3 of 19 RE: Permit #g�"- 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: / & licensed as a (n) Contractor / Engineer / Architect, (Print name and cirde License Type) FS 468 Building Inspector License #: C�� /(3 � On or about / ,1 did personally inspect the roof deck nailing and (Date 8 time) Secondary water barrier work at 1 � V( (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 FS) State of Florida County of Dade: The undersigned, Ming the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this -� day of , Notary Public, Sate of Florida at Large of Florida d My Commisafon FF as Ezpires01 /1212018 `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. lndude photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5I21M Lab Report No. 122773 FU►' Providing Solutions to the Roofing Industry C.A. #: 30448 Lab Certificate: 13- 0507.02 CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH METRO -DADE COUNTY PROTOCOL TAS -106 PROPERTYADDRES4: 1143 NE 9P St., Miami FL OWNER: John Smyth CONTRACTOR: Murphy Roofs TILE TYPE: Flat ATTACHMENT: Polyfoam Testing Equipment: Di ital Chatillon DFIS 200 Test TebuleWn PERMIT No: ROOFING SQUARES: 30 ROOFPIT ..• 4:12 INSPECTOR INITuu. AB ?EST DATE: April 8, 2014 Required Testing Force: 35 Ibs No. RESULT No. RESULT No. RESULT No. RESULT No. RESULT 1 -9 Passed 4045 Passed 10-19 Passed 20-29 Passed 30-39 Passed THIS ROOF HAS: PASSED JXJ FAILED THE STATIC UPLIFT IN ACCORDANCE WITH MIAMI -DARE COUNTY TAS 106. Reviewed by: I u(�U6 (ArkKA ll•��494CD280=6448_ 4/9/2014 10735 SW 216& St. Unit 416 Miami, FL 33170 RTC C6 ,� The method and software that have been utilized to sign and seal the repor% comply with the intent of the Board Rules STATE OF ` Specifically, with reference to Florida Stattdes 471 and the "F'' °`�•, `'` Florida Administrative Code Rule 61 G1 S 23.003 for Engineers :;40h�,ot EJ�c Tel: (305) 256 -1550 www.floridatec.net Fax (305) 256 -6833 C�S4 1 ;ir MI eI Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. PERMIT APPLICATION Master Permit Ni Permit Type: BUILDING ROOFIN E, laZE 1 5 201 _ FBC 20L`--�' JOB ADDRESS: I I tom—( ?�, to -e-- (q P e f City: Miami Shores County: Miami Dade Folio/Parcel #: Is the Building Historically Designated: Yes NO i vV Flood Zone: OWNER: Name (Fee Simple Titleholder):_ Address: /1447 I � -C— City: State Tenant/Lessee Name: Phone #: r Email: CONTRACTO/�R: Company Name: Y Address: _ -- -V 9 City: Qualifier Name: State Certification or Registration #: Contact Phone #: Email Address: Phone #: 12— C rtificate of Competency #: (51 % P-0 JF7 DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: Square/Linear Footage of Work: _ Type of Work: DAddition OAlteration ❑New epair/Replace �# ODemolition Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 In the absence of such posted notice, the inspection will not be,ap# ed and a reinspection fee will be charged. Signature Signature ,R3 � 4� \�N"`1 Owner or Agent Contractor The fore ' g instrument was acknowledged before me this / � The foregoin instrument was acknowledged before me this �. day of , 20 by `�w�� �"`� day of , 20L by a a- (il o. "T who i personal y kno^ o e or who has produced who is pers own M-thor who has produced 't As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: (2, Print: My Commission Expires: APPROVED BY &W A LEVOW IA ►P FWW Mp C -EWMMV22,2017 Plans Examiner Structural Review, (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06110/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: wa, ►uuui! „�/ glens'' %,,,, %�'e10RIDP rS'` ' "non► n n►u���` Zoning 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 Date: 10050 NE 2^d Ave Miami Shores, A 33138 11 I Re: Owner's Name: Jo (1aknan J Ja C- s—K e. M 1� Property Address: < < �'l 3 `�� t� S -� . , /�(i a a, S h o ca- .3 Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: ❑ 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. -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) n n•, -� Signature „ o`' Y ° eya BRENT A LEVISON pp��, `� No4ry PWC - State of Florfdis' Name er My Conan. EWres Mar 22120* Commission #► EE 855306 State of Florida County of Dade The undersigned, being the first duly swom, deposes and says that he/she ' the oWner for the above property mentioned. Sworn to and subscribed before me this day of l Notary Public, Sate of Florida at Large • VAen the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300, 000.00, and the buk tng was not constructed with FBC nor a 1994 SFBC. Then you must provide a building applicallm from a General Contractor for the Roof to Wall connection Hurricane Mitigation. 1 111111 11111 11111 11111 11111 11111 11111 lilt 11 kPI . 7 : Z AN "T PE1'MW NO-----�TAX FOLIO STATE OF FLORIDk- COUNTY OF MIAMI-DADE. CFN 2014RO121Z?2 OR Bk 29033 Ps i894� (1p9l, RECORDED 02/18/2-1014 12'12*-'Cf HARVEY RUVIH� CLEERK OF Cr"UR-1- MTANT-DAGE COUNTY, LJ1!ST PAGE ri Miami Shores APPROVED BY ZONING DEPT r / , BLDG ®EPT M swill )R,1FC.T TO COMPHANCE WITH ALL FEDERAL it_Fc�lp cog Section A (General information) WWII a Master Permit No. Process No. Contractor's NameTT Job Address /1(4-3 ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened ❑ Mortaradhesive Set Tile ❑ Asphaltic E3 Metal Panel/Shingles ood Shing es /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Reroofing ❑ Recovering ❑ Repair ❑ Maintenance OOF SYSTEM INFORMATION i.' Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dirnanninns of taewoinne -._ _ _.- . dimensions - -- - - -•.- U1W =g1j oen o e evated pressure zones and location of parapets. _ ! t ■ i Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: Product Approval Number: ZO - /I d 2/ /-, Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1. 51 � P2 • �P3: 3 % Maximum Design Pressure Product Approval Specific System: Method of Tile Attachment:' ®? Steep Sloped System Description Deck Type: Roof Slope: Type Underlayment• 2 Insulation: Fire Barrier: � �044 Fastener Type & Spacing: Ridge Ventilation? %S �`7V Adhesive Type: Type Cap Sheet: -* � I& Roof Covering: Mean Roof Height: Type & Size Drips Edge: 1 ,�/. Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E Tile Calculations For Moment based tile systems, choose either Method 1 or 2. Compare the values for Mrwlth the values from Mf. If the Mrvalues are greater than or equal to the M, values, for each area of the roof, then the tile attachment method is acceptable. J M od 1 "Moment Based Tile Calcul tions Per RAS 127" (P,:-4 x a 11 f -Mg: = M, 3rsl Product Approval Mf� (PZ: x�r3 �a - Mg: = M Product Approval K �' (P3: x Mg: = Mr, �/Product Approval Mf 4V,. Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval Mt Mf Requi red Moment Resistance* Mean Roof Height --► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39:8 4 :12 30.4 32.2 33.8 35.1 37.3 5 :12 26.4 30.1 31.6 32.8 34.8 6 :12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based the systems use Method 3. Compare the values for F' with the values for F,. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P, : x 1: _ -- -x w:= - W. _x cos & �= Fr, Product Approval F' (Pz: x 1: _ _� -x w:= _ , - W: -x cos 0: -= F g Product Approval F (P3: x 1: - x w:: _} - W: -.x . . x. cos 0: -- Fr3 Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure Pt or P2 or P3 RAS 127 Table i or by an engineering analysis erepre#V PE based on ASCE 7 Mean Roof height H Job Site Roof Slope 8 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance P Product Approval Required Uplift Resistance F, Calculated Average Tile Weight w Product Approval 711e Dimensions I = length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application, iEDMIAMI -DADE COUNTY, FLORIDA METRO -QADE FLAt#LER BUiL,QINp BUILDING CODE COMPLIANCE OI+''10E {BCCO) 140'WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130.1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE OA Entegra Roof Tile, Inc. 1289 NE 9" Ave Okeechobee, FL. 34972 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BO1tA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. 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. INSPECITON: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 10- 0804.15 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. K�7_- NOA No.: 10- 1202.01 AM D8 couN Expiration Date: 12/08115 1 , Approval Date: 12/30/10 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category; Roofing Tiles Material: Concrete 1. SCOPE: This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FL as described in Section 2 of this Notice of Acceptance. For 'the locations where the pressure requirements, as determined by applicable Building Code, does not exceed 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 Av]ZligM Dimension s Specificat,Lons Descrivtion Plantation Tile Length: 16' /z" Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on.. Trim Pieces Length: varies Accessory trim, concrete roof pieces for Width: varies TAS 112 use at hips, rakes ridges and valley Thickness: varies terminations 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 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards Iisted section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION: 4.1 Entegra Roof Tile, Inc.'s Plantation Fiat Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,119, & 120 4.2 Data For Attachment Calculations NOA No.: 10-1202.01 xp Date: 12/08115 Mt ao + c� u Expiration al l Date: 12/30/10 Page 2 of 5 Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Welght W (Ibf) Length-[ (ft) Width -w (ft) Plantation Tile 11.6 1.375 1.08 Table 2: Aerodynamic Muhl tiers - ft3 Tile X (ft3) X (ft3) Profile Batten Application Direct Deck Application Plantation Tile 0,267 0,289 Table 3: Restoring Moments due to Gravity - M (ft -Ibf) Prole file 211: 12" 311' 12" 4"• 12" 5": 1(." 811. 12+► Greater than 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 7": 12 Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 Deck 1 -10d Smooth or Screw Shank Nail Eave Clip) Deck 19.0 Deck 2 -10d Smooth or Screw Shank Nails Field Clip) Deck 35.5 Dock 2 -10d Smooth or Screw Shank Nails Eave Clip) Deck Plantation 7.22 7.91 6.85 7.79 6.75 7.67 8.61 7.52 6.44 7.32 6.26 Tile 1_241 Table 4: Attachment Resistance Expressed as a Moment - Mt (ft4bf) For Nall -On Systems Tile Profile .Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 1913211 plywood) Battens Plantation Tile 2 -10d Rin g Shank Nails 30.9 38.1 17.2 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 #8 Screw 30.8 30.8 18.2 2 #8 Screw 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 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 installation with a 4" Vie headiap and fasteners are located a minimum of 2' /a' from the head of face. NOA No.: 10-1202.01 MIIAMI -DAD NTY Expiration Date: 12/08/15 .. • f q Approval Date: 12/30/10 Page 3 of 5 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) For Two Pa Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Pal ProTm 118.9 Resistance Plantation Tile Adhesive 31.3 2 See manufactures component approval for installation Legulrements. 3 Flexible Products Company TlleBond Average weights per patty 13.8 grams. Poi oam Product Inc. Avera a weight per a 8 grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft lbf) For Sin le Patty Adhesive Set Sy stems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Pal ProTm 118.9 Poi ProTm 40.4 4 Large Pad§y Placement of 46 grams of Poi ProT"". 5 Medium paddy placementof 24 arams of Pal ProTa, Table 7: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance See specific mortar manufacturer's Notice of Acceptance. 5. LABELING 5.1 All tiles shall bear.the imprint or identifiable marking of the manufacturer's name or logo as seen below or following statement: "Miami-Dade County Product Control Approved ". 5.2 Entegra Roof Tile, Inc.'s Plantation Roof Tile bears the following markings: USA "E" USA, "E ", Entegra "E ", where the E is a stylized logo. 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. 7. MANUFACTURING LOCATIONS 7.1 Okeechobee, FL NOA No.: 10-1202.01 MI MC•DAne N Expiration Date: 12/08/15 .'' Approval Date: 12 /30/10 Page 4 of 5 PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE NOA Noss 10- 1202.01 Expiration Date: 12/08118 MIA pOUt�N Approval Date: 12/30/10 Page 5 of 5 ROOFING COMPONENT APPROVAL Cam Roofing S at e. Underlayment SBS SCOPE: This approves CertainTeed Underlaymeut Systems, as dc=l)ed m this Notice of Acceptance; designed to comply Willi the Florida Building Code including the high Velocity Hurricane 7AMe of the Florida. Building Code. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED DY APPLICANT: Product Dimensions Vest Product Snecukation Descrlutlon MuterGuard. HT 36" x 65' roils ASTM D 1970 Modified fiberglass reinforced, bituminous Mat ache -I eg Roll Weight: 45 Is sheet material for use as an underlayment in Location #1 sloped roof assemblies. Designed as an ice & rain shield. WinterGuard Granular 36" x 65' rolls ASTM D 1970 Granular surfaced modified, Manufacturing Roll Weight: 72 lbs reinforced, bituminous sheet material for Location #2 use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. WinnterGuard Sand 36" x 65' roils ASTM D 1970 Embedded sand surfaced modified, Ma f=ftwing Roll Weight: 72 Is fiberglass reinforced, bituminous sheet Location #2 material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Diamond Deck's 48" x 250' ASTM D 226 Synthetic, scrim reinforced underlayment Mmuffaeturing Roll Weight: 38 lbs. for use under shake, shingles, slate or metal Location #3 roofing. " ., Mmufactwft Location #1 Black Diamond' Base Sheet Manufacturtng Location #2 39'/&- x 61' ASTM D 1970 A film surfaced, self - adhering underlayment Roll Weight: 54 lbs. for use under metal roofing. 39 3 /s" x 68' 7'; ASTM D 1970 Roll Weight: 76 lbs. Granular surfaced modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Not for use as an Anchor Sheet. Direct adhesion to wood deck not permitted In the HVEM Fliffilastie GTA 39 } /8" x 32' 10", ASTM D 6222 Granule surfaced APP Modified Bitumen Mmwfacturing Roll Weight: 105 Grade G membrane with non -woven polyester mat Location #1 lbs. Type I reinforcement for torch application. NOA No.: 11- 1129.01 Espiraftu Date: 11/24/14 Approval Date: 07126/12 Pago 2 of 7 All WeatherMWire Base Sheet MaPtVacho -Ing Location #1 Flintlastic SA Cap FR Manufacturing Locations #1 DryRoojr TU Manufacturing Locati ©n #1 Di =sue Test eruct Specification D�es�3ptlou 39'/g" x 65' 10 ", ASTM D 4601 Asphalt coated fiberglass reinforced base Wcight: 70 lbs. Type H Sheet. 33' 11" x 39 -3/8" TAS 103 Granule surfaced, fiberglass reinforced, fire retardant, self - adhering SBS cap sheet. 33' 11" x 61' rolls TAS 103 A polyester fabric surfaced, self-adhering underlayment. Flintlastic CMS 39 -3/8" x 32' 10" ASTM D 6164 Granule surfliced S.BS Modified Bitumen Mwufact aft Roll Weight: 97 lbs. Grade G membrane with, non -woven polyester mat Location #1 Type I reinforcement for mop application. MANUFACTURING LOCATION: 1. Little Rock, AR. 2. Shakopee, MN 3. Hang&ou, China EVWENCE SUBMITTED: Tit Agency Test Ideutwer Test NameMwort DR" Momentum Technologies, Inc. AX31G8D ASTM D4601 09/05/08 AX31 G8G ASTM D6222 06/05/09 RXOMA ASTM D6164 12/22/09 Exterior Research & Design, LLC 3527.10.04 -R1 ASTM D1970 09/19105 Trini4J ERD C8440.04.08 ASTM D4798, ASTM D1970 04/08/08 C9560.05.08 ASTM D1970 06/25108 3530.12.05-1-RI ASTM D1623 10105/09 C12960.06.09 TAS 103 06102/09 3523.03.05 -R2 ASTM D1623 01/12/10 C32240.03.10 ASTM D4977 03/04/10 C3500.04.10 TAS 103 04/01/10 C31860.05.10 ASTM D1623 05/18/10 C30280.12.09 -R2 ASTM D226 12/11/09 C31410.10.10 ASTM D5147. ASTM D4798 10/27110 C30890.03.10 -1 ASTM D1970 03/17/10 C34940. 09.11 -R1 TAS 103, ASTM D1623, ASTM D4798 10104/11 PRI Consirnctfon Materials CTC- 075 -02-01 ASTM D1623 10/07/11 Technologies, LLC CTC -075 -02-01 TAS 103 10/07/11 NOA No.: 11- 1129.01 Exphw ton Date: 11/24/14 Approval Date: OVUM Pago 3 of 7 .APPRaviD .A►SSEli LIES: Deck Type 1: Wood, Non - insulates Deck Description: 19 /n" or greda plywood or wood. plank System E(1): Anchor sheet mechanically fastened to deck. Anchor Sheet: (4:12 or Above) One or more plies of Diamond Deck with a minimum 4" headlap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" O.C. at the side lag edge and in a grid pattern spaced 12" o.c. in the field of the roll. (2 :12 to < 4:12) One or more plies of Diamond. Deck with a minimum 20" heiiap and a 12" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Vertical joints should be offset 36" minimrun Surfacing: Shalt be acceptable for use in approved asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. Must Comply with applicabi Roofing Application Standards and Building Codes Deck Type 1: Wood, Non - insulated Deck Description: "/n" or meter plywood or wood plank System E(2): Anchor sheet mechanically fastened to deck, membrane adhered Anchor Sheet: One or more plies of ASTM D 226 Type Ii or ASTM D 2,626 with a fffinimiffn 4" headlap and a 6" end lap mechanically fastened to deck with approved nails. and tin caps 6" O.C. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll. Membrane: One or more plies of Flintlastic GTA torch applied to anchor sheet or WinterC and AT, Wintm'Guard Granular; WinterGuard Sand, MetaLayment, DryRoof TU or Black Diamond Base Sheet self - adhering membrane adhered to the anchor shut with a minimum 3" headlap and 6" end lap. Place the first course of membrane parallel to the cave, rolling the membrane to obtain mwdmum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet must also be strapped. Surfacing: SWM be acceptable for use in approved asphaltic shingles, wood. shapes, & shingles, quarry slate, and metal roof applications. Must Comply with applicable Roofing Application Standards and Building Codes NOA No.: 11- 1129.01 Expimflon Nte: IIrM14 Approval Data: 07/24/12 Page 4 of 7 Beck Type 1: Wood, Non insulated Deck Description: 'IV' or grew plywood or wood plank System E(3): Anchor shat mechanically fastened to deck, membrane adhered. Anchor sheet One ply of ASTM D 226 Type II organic felt or All Weather ire Base mechanically attached with a minimum 4" side lap and a minimum 6 "end lap. Anchor sheet shall be applied at a right angle (900) to the slope of the deck with approved annular rmg shank nails and tin caps at a fasten spacing of 6" ox. at the side lap edge and in a grid pattern spaced 12" o.c. in the field of the roll of the base sheet. Ply Sheet: (Optional) One or more plies of an ASTM D226 ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Membrane: One ply of Flintlastic GMS adhered in a full mopping of Type 1V asphalt applied within the EVT range and at a rate of 20-40 lbs.lsq. or Flintlastic GTA torch applied to the preceding sheet or DryRoof TU, Flintlastic SA Cap FR self - adhering membranes adhered to the preceding sheet with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the me, rolling the membrane to obtain maximum contact:. Remove the release membrane as the membrane is applied. Vertical strapping of the membrane is acceptable. If membrane is strapped, then anchor sheet and ply sheet must also be shed. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum of 12" o.c. at the side laps and 6" oc. at the end laps. No nails or tin caps shall be exposed Surfacing: eFlinttastic SA Cap FR, Flintlastic GTA, Flintlastic GMS and DryRoof TU may be used with any approved roof file system mechanically fastened as specified in their current NOA. *Flintlastic SA Cap FR, Flintlastic GTA, Flintlastc GMS may be used with any approved roof the system adhered as specified in their current NOA using my foam adhesive listed and having a current tile adhesive NOA approval. *DryRoof TU may be used with any approved roof file system adhered as specified in. their current NOA using Dow TileBond foam adhesive (if listed in the the NOA) and having a current We adhesive NOA approval. Mast comply with appropriate Roofing Application Standard RAS 115, RAS 119, RAS 120 and applicable Building Codes. NOA No.: 11- 1129.41 Expiration Date: 11124114 Approval Date: 07126112 Page 5 of 7 LDOTATIONS: L Fire classification is not part of this acceptance. 2. CertaiaTeed underlaymert roofing systems WdIzing Fiintlastic GTA, WmterGuard HT, WinterGuard Granular, WinterGuard Sand, Diamond Deck, MetaLayment, DryRoof TU or Black Diamond Base Shut as a cap membrane shall be acceptable for use in asphaltic shingles, wood shakes, & shingles, quarry slate, and metal roof applications. 3. CertainTeW underlayment roofing systems utilizing DryRoof TU, Flintlastic SA Cap FR, Flintlastic GTA or Fliintlastic GMS as a cap membrane shall be acceptable for use in foam adhesive set and mechanically fastened roof the systems as specified in the suxftcing option of the approved assemblies, 4. This acceptance is for prepared roofing applications. Mimimum deck requirements shall be in compliance with applicable building code. CertainTeed underleyment roofing systems shall be installed in strict compliance with applicable Building Code. 5. CMUMTeed underlaymert roofing systemas membranes shall be applied to a smooth, clean and dry surface with deck free of irregularities. 6. CertaiaTeed underlayment roofing systems membranes shall not be applied over an esistiug roof membrane as a recover system but may be applied over an approved roofing Base/Anchor sheet underlaymert. 7. Wn terQuard HT, WinterGuard Grammar, WmterGuard Sand, Black Diamond Base Sheet, Flintlastic SA Cap FR, MetaLaymerrt, Diamond Deck, Flintlastic GMS, and Flimtlastic GTA shall not be left exposed as a temporary roof for longer them 180 days of application. DryRoof TU shall not be left exposed as a temporary roof for longer than 30 days after application. S. Cert=T=d uadeirlayment products may be used with any approved roof covering Notice of Acceptance listing CertainTeed underlayincut products as a component part of an assembly in the Notice of Acceptauce. If CmUWT=d uudc rlayment products are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or Miami -Dade County Product Control for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 9. All mails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 10. When applying the membrane in the valley, start at the low point and work to the high point, rolling the mrembrame from the centerr outward in both directions. NOA No.: 11- 1129.01 Expiration Hate: 11/24!14 Approval Hags 07126112 Paged of 7 LEwTATIONS: 11. Roll or broom the satire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 12. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 13. The maximum roof slope for use as roof tile underlaymeut for duc t-to -deck the assemblies shall to as follows: (See Table Below) Tile Pre le Fillntlastic SA Cap FR , Flintlastic GMS' DryR*o TU Fiiatiastic GTA Flat Tile 4:12 6:12 6:12 Profiled Tile 4:12 6.12 6:12 'The following is applicable to all systems using Flintlastic SA Cap FR and Flintlastic GMS: *Slopes up to 4:12 — Stage by placing two tiles perpendicular to the slope followed by ma ntum four tiles on top parallel to the slope for a total of 6 tiles. (Illustrated in Figure 1 below). •Slopes grew than 4:12 — Horizontal batten strips are required. Stage tiles touching hmiwutal batters, a mmumum of 10 tiles shall be sWAed parallel to the slops (See Figure 2 below). '17he following is applicable to all systems using DryRoor TU and Fiintlastic GTA: *Tiles shall be stored on battens on roof pitches greater them 6:12". Frorrt View Figure 1: Staged Method, Front View Figure 2: Batten, Method g 1 Side View Figure 2: Batten Method NOA N®.: 11- 1129.01 Expiration Date: 111M4 Approval Date: 07126/12 Page 7 of 7 9- SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the motion, it is the responsibiiity of nu roofing contractor to with the required roofing pelt, and to explain to the over the content of the section. The Provisions provide the owner R4402 govern the minimum requirements and standards of the industry for roofing of Sion Additionally, the following items should be addressed as part of the agreement be oumer ant the conbaft The owners initial in the designated she indIC8tes that Ore item has been explainai. 1 • .�.�� Aesthetics- titlorkrnanship: the workmanship provisions : providing that the ref P iN° ns of Section R4402 are for the purpose of Wstern meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as coloror architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between to owner and the contractor; 2. _Renailing wood decks: When replace roofi g, the existing wood roof deco h renailed In accordance with the current may cea a Ire provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common MA: Common roofs are those which have no visible delineation units i.e., townhouses, condominiums, between neghbonng ( etc.) in bu7dirgs O common roofs, the roofing contractor arxl/or owner should notify the occupants of adjacent units of fing to be pr;rformeEi. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside be viewed from below. The owner may wish to maintain the architectural of the roof oong decking can penetration of the underside of the decking may not be acceptable. This appearance; therefore, r�fitg nail appearance. provides the option of maintaining the 5. 1-Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to Pond (accumulate) in law -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life exeancY and ierfomrance of the new roofing system. Pounding conditions may not be evide nt until th e original roofing system Is removed. Pounding conditions should be corrected Overflow Scuppers (wall outlets): It is required that rainwater flows off so overloaded from a buildup of water. Pedmetededge wall or other roof extension the � rot overflow scup(Brs (well outlets) are not provided. it er block this di harge if accordance with the � necessary to instaq overflow, �rppers in requirements of Sections R4402, R4403 and R4413. 7• Ventilation: Most roof sWctures should have some ability to vent natural airf ow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be &0wedAlal It may ire beneficial to consider additional venting which can result in extending tip service life of the Sdonat ure Mip .�s l