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RF-14-26Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209406 Permit Number: RF- 1 -14 -26 Scheduled Inspection Date: March 27, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: CHATMAN, SAUNDRA Job Address: 53 NW 93 Street Miami Shores, FL Project: <NONE> Work Classification: Tile Phone Number Parcel Number 1131010340260 Contractor: PAUL KAWALEK ROOFING CO. Phone: (305)754 -0191 comments RE -ROOF TILE AND FLAT ROOF INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 205403. No ladder Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. March 26, 2014 For Inspections please call: (305)762 -4949 Page 12 of 28 Florida International Engineering and Testing Lab LLC Fel*Ee 16701 SW 117 Avenue, Miami, FL 33177 FLORIDA INTERNATIONAL ENGINEERING Telephone: (305) 378- 1991 -Fax: (305) 378 -1997 VESTING LAB INSIGHT- INNOVATION•INTEGRATION Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 Owner's Name: Job Address: Roofing Contractor: Permit Number: SITE SPECIFIC INFORMATION Approximate Roof Height: 1 Meet Slope: Approximate Square Footage: Type of Access to Roof: ✓'Laddercx.�i OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x §himpo Instrument Date Installed: ag Y&D ;:CP- • Date of Inspection: I ®l ly- --------------- - - - - -- - - -- ft.---- _----- - - - - -- TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 21 1P 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 1 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 1 79 99 20 40 60 1 80 1 100 o ------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ft Area Units or ft2 No. of Tests Perimeter , &a I Field Corners Hips & Ridges %%J11611001 RIESP�pLYt!)I,fED BY: .`aQ':'i.� F °'•,may ®, ZQ7: N:v 63107 �- Vil® �r�Tfiai(a 'r V StaC'�vlie �7 0 N A' 00 ME Building Department 1W50 NR2nd Avenue, Miami Shores, Florida 33138 0 7 2013 Jji Tel: (305) 795-2204 Fax.- (3051756..89,72 INSPECTION'S PHONE NUMBER: (305 762.4949 -3 FBC 120 10 BUILDING Permit No. PEPdffr APPLICATION Master Permit No. I L4 -zG Permit Type: BUILDING ROOFING JOB ADDRESS: .53 CRT Miami Shores County: Miami Dade TM: - 33 15'0 Folio/parcew. Is the BaUding HbhwksBy Designated: Yes No _Flood Zone. OWNER: Name (Fee Simple I 11.4 n % e- 11' oq.o City Sta• . (YVI S.3 QUV - Zin: Tenantli,essee. Name: —Phone#- Email: ftl& (C\rn CONTRACTOR: Company Nam: - 0� 0.w 6,\ Address: 3 3 kil 5 AL 1 -TerrQ ,-cx City: 1h 1.r G. Qualifier Nance: 21M \. 0'r" Z3 0 a 77 State Certification or Registration Qb850000r7 Contact Phonet —Email Address: D=GPMb Awbitectffinginew. Phonek Value of Work for " Pen ft $ 131-100...00 -SquarefLInear Footage of Work: 9,00 Type of Work: UAddition UAlteration LINew ilcpwd eplace LOemolition Damon ofWork: Tinq. -Ve.&rt-,Q 04 A f-,x.%Ainq 4't \t knd,-=\kv r-QJx re Qk 44 MI. ac nevi A' V a ya roA- -�U skZYAJ �i23� b,e 74,roA . V\ `k n,,'ke 2)(Lre-0 kona- ck 00 Color d oka kLs\- d, Submittal Fee Permit Fee $ MCC $ Fee $ Radon Fee $ DBPR $ _][land $ Notary dim Fee $ _ Te&ndqff Fee $ Double Fee $ ftuctand Review $ TOTAL FM NOW DUE Bonding Company's Name (if applicable) Bonding Company's Address City State c zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to ao tfii woik siul installaitons as nidicafed- ? ccer6"fy I6af no work of insfa7la�� 7ias -- — 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 compliawe 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 $25011, 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 rehapection fee will be charged 1 � rd, Signature_ AAI. Signature 4)04 Owner or Agent The foregoing instrument was acknowledged before me this day of ` N� 20 a by 0Auridra eht +WlQn who is personally known to me or who has produced m LSSbUX1 23INVt Y VC Q. Y%%(- As identification and who did take an oath NOTARY PUBLIC: Sign: QgLakt 6'aarmoil Print JCkOdes Cbrr1r1%0-f\ My Commission Expires: 04 � rah %m APPROVED BY Contractor The foregoing instrument was acknowledged before me this a day of 1� 4t``J . 201`_t by M V who is personally known to me or who has produci'1� as identification and who did take an oath. ° ®R A•�,e.,,o. NOTARY PUBLIC Expires . : f5 Y �i! �w (3: s � NOTApRY� A: t: _ tN �n m: D (PP ;. J�; My Commission Expires: ®° Co���:� "f . Plans Examiner Structural Review Mevised M212012)Mevised 07AW7XReeised 06/1 9)Wxvisea 3/15/09) zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICAME MITIGATM RETROFIT FOR EXISi1NG SITE - BUILT SINGLE FAMILY RESIDENnAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Deparment Dabs: 1 2 / 3 0 / 13 10050 NE 2nd Ave Miami Shores. Fl 33138 Re: Owner's Nana;: S h r (L On k�n 0.►) Property Address• Lj N• W• g 3 S\-r'01 Roofing Permit Number. Dear Building Official: I S (MA e-G-- UhOA- man certify that i am not required to rebutt the roof to wall connectim of my building because: b( The just valuation for the structure for purpose of ad valorem taxation is km than x,000.00. Plem attach prof 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) a `Wm►'� State of Florida County of Dade Print Name The undersigned, Ming the first duly sw om, deposes and says that he/she is the owner for the above property mer toned. epeeeeeneererrh,r ° °0 ° °e C O °BO1Ii Sworn to and subscribed bare me this day of�JM JIBP� �� °° PN•, ...R�y Notary Public, •� `^'�l lJ� 1 e % . T s 343 Sri sFB.noya,a� a kmacemdC cor&eRoostDVMn, t e on. r T�QF r�=1 � �� Roof Plan nfinna_ rnnf drains_ cr_u 3 mr-annn ni nara ■EI UT-1 M ■ I t S ° Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Sloped Roof System) Fill in Specific Roof Assembly Components Fastener Spacing for Anchor /Base Sheet and Identify Manufacturer Attachment (If a component is not used, identify as "NA7) System Manufacturer: Field: " oc @ Lap, # Rows @ " oc ' NOA No.: Perimeter: " oc @ Lap, # Rows @ " oc Design Wind Pressures, From RAS 128 or Calculations: Comer: " oc @ Lap, # Rows @ "oc Pmax1: Pmax2: Pmax3: Number of Fasteners Per Insulation Max. Design Pressure, From the Specific NOA Board System: Field: Perimeter Corner Deck: Type: Illustrate Components Noted and Gaugetfhickness: Details as Applicable: Slope: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, < Continuous Cleat, Cant Anchor/Base Sheet& No. of Ply(s): Strip, Base Flashing, Counter- Flashing, Coping, Etc. Anchor /Base Sheet Fastener /Bonding Material: Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Insulation Base Layer: Spacing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer. Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): Base Sheet Fastener /Bonding Material: Ply Sheet(s) & No. of Ply(s): Ply Sheet Fastener /Bonding Material: Top Ply: Top Ply Fastener /Bonding Material: Surfacing: • • ••• . • • • % . • • . • • • . • •. • . • .. ... .. • •.• • • ••• . • . • . • • • .•• . . • • • • • • • • • . • •• . • • .• • • • •.. • • • • ••• •• •• . • • •• •. • • • •.. • • • ••• .. t HMUH- 1ELOCi7Y HUFMCANK ZONES Florida Building code EdWon Mo ME v Adw EMMUM Porml wtl.omo • • ��bf tl6f W tl tl A PJ ¢� %woo kmon G j w gim A wcadorn) e tl Fip in Spe�ic Roof Assaanbiy Componmrts Fas nar Spates for An+aho meet ind ldontify Matu factmr Attachment {if a ww"M is not tot. Mefffy as 'NA") System �lanufacdaer `" �' Lax oc @ s Rom oc r- ` pA Perm T� - OC @ Uw. � R !Lor L - oc -_ wA �J � i NOA No.-_— ! t9 .. Comer; �b " oc @ LV. s Raves � � .0c, DesiM� !WtiW Preen Fri RAS 128 � C�t+>a1�: �1Et!'nbE`r of FastBn@i'a Pte" lllsut+HtiOn P1 • '1atr� P2: r1liq P8: Afigic Board gn Pressure, Fri 1iSc NOA Field PBr Cornea' a • �m Insui MM Base Layer Base insulation Size wW This ; Base insulation Fastened&xu n8 idatetial: 'fop IDtatlpn Layer: Top Insulation Size and Thickness Top lnsalatian Fadened&xWk g Materiak Base Sheets) & No. of Ply{s} Base Sheet FastsneosonoV Mab": Ply Stwwq) & No. of Ply(s): Piy Sheet Facie Wftnft Ma WW: .• ••• • • itop • • i� •i�16Y'l�+ . . • . .. . .. .•.. • .. .. 000 . •. •• i►i® FR IV-%, hfrvd C'ap 3)(3 3&1.v bme.. �� �,..,...J FT. tJ Hebht l 10 1*1 d— :oin+WWA Mean.:: Roof Height - t r Florida Building Code Edition 2010 High VekdW Hurricane Zone Uniform Permit ftWon Form. Section D (Steep Sloped Roof System) HIGH- VELOCITY HURRICANE ZONES Roof System Manufacturer:_ go rod Product Approval Number: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3q ►' P2: b9,1 P3: 100, 7 Maximum Design Pressure Product Approval Specific System: 33 1 `7 Method of file attachment;_ Poi y --C IM p, Ci ham$ 1Ve Steep Sloped Roof. System Descriotion Deck Type: Roof Slope: :12 Ridge Ventilation? f1 / f* 1 X b To" Y& woo d tlnderiayment: 13a FeI+ Insulation: N/ A Fire Barriar ....... . .. .. . ......... . ......... . • •' • McAP1 Roof 1i�ig'iit: � � I ... . ... . .. .. . . . ... . . . . •• . . • .. . . I 2010 FLORIDA BUILDING CODE — RESIDENTIAL c" /A Type & Spacing: j Cap .- II'F fora ply 0)M5 'Oh Covering: I borvA CP' 066L Io o °+i le Type &Size Drip IDr IS I ol�tdS -t" dge: X3 X1 M." 2010 FLORIDA BUILDING CODE — RESIDENTIAL c" /A Type & Spacing: j Cap .- II'F fora ply 0)M5 'Oh Covering: I borvA CP' 066L Io o °+i le Type &Size Drip IDr IS I ol�tdS -t" dge: X3 X1 M." tHIGH- VELOCITY HURRICANE ZONES Florida Building Code Edition 2010 High V Hurricane Zone Uniform Permit Applicadon Form. Section E (Tile Calculations) For Moment based file systems, choose either Method 1 or 2. Compared the values for M, with the values from Mf If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (Pt %_ x _ - M� ,�� - Mrt Product Approval Mr JL (Pz: ° I x ?i ��_ �L j - M ,� M.. Product Approval M, -qgA-17 (P3:1-001!2 x ;L , L:L= Slog] j - Mi g ° ®_ =M Product Approval Mt i] Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M,) From Table Below Product Approval M, Mr Required Moment Resletance" Mean Roof Haight -� Roof Slope 16' 20# 2$• Pl or P2 or P3 4W 212 34.4 36.6 30.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32 2 33.8 36.1 37.3 6:12 28.4 30.1 31.6 32.8 34.9 ' 6:12 26.4 28.0 29.4 30.6 3Z.4 7:12 24.4 26.9 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 tile systems use Method 3. Compared the values for F' witb the values for Fr. If the F values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt:_xl:_= x w:a__- ,)- W__,_xcosi9.•_= F,1• iT (P2: _x1:_= A w:= 1)- 13'•_x COS ®:_= Fn: F w: =.-) - W • , x cos f9.• _ = Fri' iF Where to Obtain Information Description Symbol Where to find Design Pressure Pl or P2 or P3 RAS 127 Table I or by an engimsering analysis prepared by PE based on ASCE 7 Mean Roof He' 11 Job Site Roorslove g Job Site amic 441ti tier b ProductAppulal • • stori Mmaeut duc to Gravity Me Product A Resisw= lair ProduatA • • • dmeotResistance M Calculated i mwn Attaehtnem ResWance F 11mductAppmal Required U ill Resistance F Catculaed Ave Tile Weight W Approval • • • •TileDimnsions • • • • • • w= width PmductApp•oval All amdcula'owM1V tat W=50 -t, the Building Official at the time ormmit application. ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 44.24 2010 FLORIDA BUILDING CODE - RESIDENTIAL Mu►r� ODOR-rh r--H E—Y Day° SECTION 1524 HIGH VELOCITY HURRICANE ZONES -. REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, BuMAV govern the minimum requirements and standards of the industry for roofing system installations.. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item has been explained G 1. Aesthetics- worinnansbip: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing ref system). 3. Common roofs: Common roofs are those which have no visible delineatiob between neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed 4. Exposed. ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to land (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed Ponding conditions should be corrected 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions 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 Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by a Florida licensed engineer or registered architect to eliminate the attic venting, venting shall not be required. .. •.• . . Owner's/Agd�s a ::: Date: Contractor's Signature: Permit Number. Property S ' aV . .' :� a S� ce e M� Gmi S ha ru , F 33\5o . % . .. .... 0 000 . 0 -1 , hilAfvU MIAMI DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Stivd, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.m1am4aaae4ov/Zra Boral Rooflng, LLC 7575 Irvine Center Drive, Suite 100 Irvine, CA 92618 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. ....... . .. .. INSI:EC"�IQ1W 4 cipym ,f this. entire NOA shall be provided to the user by the manufacturer or its distributors and shfl2 be'aVailabte ft in %Acdon at the job site at the request of the Building Official. This j%nms and revises IJQ4LM -0220.04 and consists of pages 1 through 7. Te submitted do&&entatt4)n ¢a;'reviewed by Alex Tigers. . . . . . . . . . • . • • NOA No.: 12-0222.02 • rcr►cECOUt�mr • Expiration Date: 04/26/17 Approval Date: 04 /19/12 ••• • • • • ••• • • Page 1of7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S ROOFING ASSEMBLY APPROVAL Ca o : Roofing Sub- CateEorv: Roofing Tiles Material: Concrete Deck Type: Wood 1. SCOPE This NOA approves a system using Barcelona 900 Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Name/Report Test Product Applicant Dimensions Specifications Description Barcelona 900 1 =17" TAS 112 High profile, interlocking, one- piece,'S' . . w =13" shaped, high- pressure extruded concrete roof Appendix II W thick tile equipped with three nail holes. For direct P0402 Withdrawal Resistance deck or battened nail -on, mechanically Testing of screw vs. smooth fastened, mortar set or adhesive set shank nails applications. Trim Pieces Length: varies TAS -112 Accessory trim, boosted Barcelona, concrete .• Width: varies roof pieces for use at hips, rakes, ridges and varying thickness valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales, FL. 2.2 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies ...... ••• . .. ... .. . .... Redland Technologies Test Name/Report . ... . . ••• . Static Uplift Testing Dec. 1991 ... . .. . . . . . . . . . ... . . . Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail -On) r��cotnr-rr P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Letter Dated Aug. 1, Wind Tunnel Testing • .. •• • • . •• .• .•• • • • ••• • • Test Identifier Test Name/Report Date 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail -On) P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12. Page 2 of 7 3 LI s Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Professional Service Industries, IC- 1320 -94 Physical Properties Feb. 1995 Inc. TAS 112 The Center for Applied 25- 7688 -3 TAS 101 (Adhesive Set) June 1996 Engineering, Inc. 25- 7688 -10 TAS 101 (Mortar Set) July 1996 The Center for Applied 25- 7688 -5 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (3" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25- 7688 -4 Static Uplift Testing June 1996 Engineering, Inc. TAS 102 (4" Headlap, Nails, Clips) Celotex Corporation 520111 -3 Static Uplift Testing Dec. 1998 Testing Services 520191 -2 -1 TAS 101 March 1999 Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering, Inc. Evaluation 25 -7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25 -7094 February 1996 Calculations Walker Engineering, Inc. Evaluation 25 -7496 April 1996 Calculations Walker Engineering, Inc. Evaluation 25 -7584 December 1996 Calculations 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 122 TAS 112 January 2007 .. ..... . .. .. . ......... . .. ... .. . . ... . ... . . ... . ... . ... . . . .. . . . ... . . . • • • • • • • NOA No.: 12-0222.02 -1775'wscow Expiration Date: 04/26/17 ••• • • • • ••• • • Approvals Date: 04 /19/12 Page 3of7 . . . . V: . . . . . .. .. . . . . .. .. ... . . ... . . I LmTATioNs 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight W (Ibf) Length -1 (ft) Width w (ft) Barcelona 900 11.5 1 1.417 1 1.08 Table 2: Aerodynamic Multipliers - IL (fte) Tile Profile x (ft) Batten Application ;L (ft Direct Deck Application Barcelona 900 0.289 0.313 Table 3: Restoring Moments due to Gravity - M9 (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 1 Battens Direct Deck 1 • • 7.28 8.13 7.21 8.05 7.10 1 7.93 6.96 7.78 6.79 7.61 6.61 7.40 NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 • • • • . . •• .• .• ..... • 000 •• ... •• .• • ••• • • ••• • ••• • • • • • • • • • • • • • • • • • • • • •• • • • M1AIM11 U,1 • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 4 of 7 Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment • ••; '.; Mli � Application Resistance all Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 • • 2.#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails Field Clip) 27.6 27.6 38.6 courrnr _IAPPROVEDI 2 -10d Smooth or Screw Shank Nails Eave Clip) 38.1 38.1 41.8 Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Adhesive 29. 1 See manufactures component approval for installation requirements. 2 Dow Chemical Tilel3ond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average wei ht per patty S grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Barcelona 900 Polyfoam Pol roT" 66.5 Po oam Pol ro"m 38. 3 Large paddy placement of 63grams of PolyProTm. 4 Medium paddy placement of 2 rams of Pol Pro"'. �I�1$ 98$ • • NOA No.: 12-0222.02 Expiration Date: 04126/17 Approval Date: 04119/12 Page 5 of 7 �I�1$ 98$ • • Mortar Set 24.5 5. Tile -rite Roof Tile Mortar NOA No.: 12-0222.02 Expiration Date: 04126/17 Approval Date: 04119/12 Page 5 of 7 • • • • • • • • • • • rna�n�u►o courrnr _IAPPROVEDI NOA No.: 12-0222.02 Expiration Date: 04126/17 Approval Date: 04119/12 Page 5 of 7 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufachuees name or logo as detailed below, or following statement: "Miami -Dade County Product Control Approved ". LABEL FOR BARCELONA 900 TIME (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system ....... . .. .. •. ..• •• . • • •. • •.• • • ••• . ••• • • • • • • • • • • • • • • • • • • rwaraaanec ' •• ••. • • • • ••. • • . • • • • • • • • . . .• .. • . • •• •. ••. • • . ••• • . NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04 /19/12 Page 6 of 7 NAIL UNDERLOCK PROFILE DRAWING BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE ....... . .. .. . ......... . .. ... .. . .... . ... . . ... . ... . ... . .. .. . . . ... . .. courrrr ,, .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 3 5/8 NOA No.: 12-0222.02 Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 7 of 7 h1114 I MIAMI -DADE COUNTY ® PRODUCT CONTROL SECTION DEPARTMENT OF PERK TnIKG, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) w"mdamidadezov /sera 3M Company 3M Center Building 0220-05 -E-06 St Pant, MN. 55144 -1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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 AM (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3Mrm 2- Component Foam Roof Tile Adhesive AH -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM NATION 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 to nvailsbt fer.ins atdhe job site at the request of the Building Official. This renews andrdriJes'NJ74# 11;0124.04 and consists of pages 1 through 7. The sUbmiW documentadoA Afs reviewed by Alex Tigera. 0:6 .•• . • • Soo • . 0 0 . •• • ' . ' ' . ' .• ' ' • . NOA No.: 12-0228.19 pr I ' ' Expiration Date: 05/10/17 C Approval Date: 05/10/12 0:0 • . . • 000 • Page 1 of 7 ••• • • • 009 • • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does 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 tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Descriution Si)ecitications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Pro a Test Results Density ASTM D 1622 1.61bs. /ft.' 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 Dimegsiong $tabi$N '. ; • ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks .' 0 •: •': 0* ' • +6.0% Volume Change @158°F., 100% Humidity, 2 • • • • " . .• ... .. .. " 000 weeks Closed Cell Content ASTM D 2856 86% . ••• • . ... . ..• . ... 0 s • ' a ' . ' • . ' ' NOA No.: 12-0228.18 Expiration Date: 05/10/17 heart ... Approval Date: 05/10/12 , ••• • • • • ••• • • Page 2of7 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. EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Reuort Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 .. 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 743811 •• ••• 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division ... . Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research institute 01- 6743 -011 ASTM E 108 11/16/94 ........... O1- 6739- 062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10-1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LmTATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTm 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof file adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 3 of 7 .• ..... .. .F. - w •• ••• •• • .. MS so . ... . . ... . ........... 06 r�eAriFUnoE APPROVED couNrr • • • • • • • • • • ••• • • • ••• • • NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTm 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per file as determined at calibration. No other settings shall be approved. 6. 3M7M 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. & Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the Tlacement Details' herein. Each generic file profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile 2 Piece Barrel #1 17 /side on cap and 34/ N/A Flat, Low, Iligh Profiles 1 #2 24 N/A Fla Low, High Profiles #3 1 8 000 .... NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 • • • .. . • ra�naoe coutvtit • • r NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: .All 3MTm 2-Component Foam Roof Tile Adhesive AH-1 60 containers shall comply with the Standard Conditions listed herein. WELDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY WOM00afteffmd art 1 10 . EMGM Fasde Emcama* .... "Wheftwm EMMM 4hLuRft=weRftW Soo .•. .0• ............ 0.0 .... .. ... . .... ... ... 000 JAPPROVEDI pp- -, aNwhing OPOMW Pd" MWO dot, wh I NOA No.: 124V228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHEsivE PiucEmiENT DETAIL 2 SINGLE PATTY NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 see :0 JAPPROVED! couNrr 0:0 0:0 V: 0.0 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 t Nad tivoagh phmft Bement 0 3thu underfle I x3h� s)ng� p�lyon 21n._ a In. WdV /J' ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY ply Nag through phfe co (betw�n tuel uwWayn and \ (U tool I I I itl -�1! I i I tir ....... . .. .. END OF THIS ACCEPTANCE . ......... . .. ... .. . .... . ... . . ... . ... . ... . .. .. . . . ... . .. . .. . . . •• 000 0 419 NItA�RADE C � • . . . . . . . . . . . ...... . .... ... . . . ... . . Sh1gb paddy ulKw wq Wqb paddy between Me 2 in. x 7 In. medhon dmpeddyem coulee only Fasda awe 00 NOA No.: 12-0228.18 Expiration Date: 05 /10/17 Approval Date: 05 /10/12 Page 7 of 7 rj VI fi�_ 9 ....... . .. .. END OF THIS ACCEPTANCE . ......... . .. ... .. . .... . ... . . ... . ... . ... . .. .. . . . ... . .. . .. . . . •• 000 0 419 NItA�RADE C � • . . . . . . . . . . . ...... . .... ... . . . ... . . Sh1gb paddy ulKw wq Wqb paddy between Me 2 in. x 7 In. medhon dmpeddyem coulee only Fasda awe 00 NOA No.: 12-0228.18 Expiration Date: 05 /10/17 Approval Date: 05 /10/12 Page 7 of 7 r 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. ff this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECM1N`:A2;aty Xtbjs 0nWNOA shall be provided to the user by the manufacturer or its distributors and shall be availabl faa ms a �tie1� at ba job site at the request of the Building Official . This revises NOA #11- 1229.01 and consists of pages 1 through 8. The supmit a �documgrltation was • reviewed by Alex Tigers . . . . ego • • ••• • • • NOA No.: 12-0713.02 eeeeeg� DEC • • •. • • Expiration Date: 09/13/16 • •� • • • : : : : Approval Date: 02/14/13 i i•••i i i i i•••i Paae1of 8 ••• • • • ••• • • IMIlc- MIANII DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES WM) 11805 SW 26 Street, Room 208 BOARD AND CODE ADAEMSTRATION DMSION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidWe.eov/eeonomv Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. ff this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polyglass Polystick Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECM1N`:A2;aty Xtbjs 0nWNOA shall be provided to the user by the manufacturer or its distributors and shall be availabl faa ms a �tie1� at ba job site at the request of the Building Official . This revises NOA #11- 1229.01 and consists of pages 1 through 8. The supmit a �documgrltation was • reviewed by Alex Tigers . . . . ego • • ••• • • • NOA No.: 12-0713.02 eeeeeg� DEC • • •. • • Expiration Date: 09/13/16 • •� • • • : : : : Approval Date: 02/14/13 i i•••i i i i i•••i Paae1of 8 ••• • • • ••• • • r ROOFING COMPONENT APPROVAL Ca o : Roofing Sub- Cateaorv: Underlayment Material: SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystck Tile Pro Manufacturing Location #2 •• ••• goo Polystck'Duai iro 0 : : Manufacturing Location #2 • • . . • • • • ••• • Roll: TAS 103 and A rubberized asphalt self- adhering, glass- 65'x 3'3-3 /8" ASTM D 1970 fiber/polyester reinforced waterproofing 80 mils thick membrane. Designed as a metal roofing and roof file underlayment. Roll: TAS 103 and A rubberized asphalt waterproofing membrane, 32'10" x 3'3 3/$" ASTM D 1970 glass- fiber /polyester reinforced, with a granular 130 mils thick surface designed for use as a tile roof underlayment. Roll: 61'x 3'3 3/8" 60 mils thick . •• • • • • 8511: 06i' x'3'3 3/8" 60 mils thick ••• • • . • • TAS 103 and A rubberized asphalt self-adhering, glass - ASTM D 1970 fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 and A rubberized asphalt self- adhering, glass - ASTM D 1970 fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof file underlayment. NOA No.: 12- 0713.02 hpe►oe Can • • • • . • Expiration Date: 09/13/16 • •� . • •: Approval Date: 02/14/13 :•�•: : : : :•�•: Pam2of 8 ••• • • • ••• • • Test Product Product Dimensions Snecification Description Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3 3/g" waterproofing membrane, glass fiber reinforced Manufacturing Location 60 mils thick with polyolefinic film on the upper surface for #2 use as an underlayment for metal roofing, roof tile, slate tiles and shingle underlayment. Polystick IR Xe Roll: TAS 103 and A fine granular /sand top surface self-adhering, underlayment 65'x 3'3 3/S" ASTM D 1970 APP polymer modified, fiberglass reinforced, Manufacturing Location Or 65' x 3' bituminous sheet material for use as an #1 & #2 60 mils thick underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. Polystick TU Roll: TAS 103 and A heavy granuled surface self adhering, APP underlayment 32'10" x 3'3j/s" ASTM D 1970 polymer modified, fiberglass or polyester Manufacturing Location 100 mils thick reinforced, bituminous sheet material for use as #1 & #2 an underlayment in sloped roof assemblies. Designed as a a roof file underlayment. Polystick TU Plus underlayment (Surface Printing) Manufacturing Location #1 & #2 Polystick TU P underlayment Manufacturing Location #2 Polystck Tile Pro Manufacturing Location #2 •• ••• goo Polystck'Duai iro 0 : : Manufacturing Location #2 • • . . • • • • ••• • Roll: TAS 103 and A rubberized asphalt self- adhering, glass- 65'x 3'3-3 /8" ASTM D 1970 fiber/polyester reinforced waterproofing 80 mils thick membrane. Designed as a metal roofing and roof file underlayment. Roll: TAS 103 and A rubberized asphalt waterproofing membrane, 32'10" x 3'3 3/$" ASTM D 1970 glass- fiber /polyester reinforced, with a granular 130 mils thick surface designed for use as a tile roof underlayment. Roll: 61'x 3'3 3/8" 60 mils thick . •• • • • • 8511: 06i' x'3'3 3/8" 60 mils thick ••• • • . • • TAS 103 and A rubberized asphalt self-adhering, glass - ASTM D 1970 fiber /polyester reinforced waterproofing membrane. Designed as a metal roofing and roof tile underlayment. TAS 103 and A rubberized asphalt self- adhering, glass - ASTM D 1970 fiber/polyester reinforced waterproofing membrane. Designed as a metal roofing and roof file underlayment. NOA No.: 12- 0713.02 hpe►oe Can • • • • . • Expiration Date: 09/13/16 • •� . • •: Approval Date: 02/14/13 :•�•: : : : :•�•: Pam2of 8 ••• • • • ••• • • PRODUCTS DESCRIPTION: Product Dimensions Polystick TU Max Roll: Manufacturing Location 65'8" x 3'3 -3/8" #2 60 mils thick MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EviDENcE SuBmTnrED: Test Specification TAS 103 and ASTM D 1970 Product Description A rubberized asphalt self - adhering, polyester reinforced waterproofing membrane. Designed as a a roof tile underlayment. Test Agency Test Identifier Test NameMenort Date Exterior Research & Design, LLC 11756.04.01 -1 TAS 103 04/27/01 11756.08.01 -1 ASTM D 1970 08/14/01 02202.08.05 TAS 103 08/29/05 Trinity I ERD P5110.08.07 TAS 103 08/29/07 P10870.09.08 -R1 TAS 103 12/04/08 P10870.04.09 TAS 103 /ASTM D4798 & G155 04/13/09 P33360.06.10 ASTM D1970 07/01/10 P33370.03.11 TAS 103 03/02/11 P33370.04.11 ASTM D 1623 04/26/11 P36900.09.11 TAS 103 /ASTM D4798 & G155 09/01/11 P37300.10.11 TAS 110 /ASTM D4798 & D1970 10/19/11 P40390.08.12 -1 TAS 103 & TAS 110 08/06/12 P40390.08.12 -2 ASTM D 1623 08/07/12 P40390.10.12 ASTM D 1970 10/03/12 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA - 005 -02 -01 ASTM D 4977 01/31/02 PUSA -018 -02 -01 ASTM D 2523 07/14/03 PUSA -035 -02 -01 TAS 103 09/29/06 PUSA- 033 -02 -01 ASTM D 1970 01/12/06 PUSA -055 -02 -02 TAS 103 12/10/07 PUSA -083 -02 -01 TAS 103 06/30/08 PUSA -089 -02 -01 TAS 103 /ASTM D4798 & G155 07/06/09 Momentum Technologies, Inc. JX20117A TAS 103 /ASTM D4798 & G155 04 /01/08 RXl4E8A 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 .• ••• . • • . • •• • • • • . . . .. • . • ..•• • • • •e• • • ••. • • . . • . . • . • • • NOA No.: 12-0713.02 46 couNinr • • • • • . Expiration Date: 09/13/16 ' ' ' ' Approval Date: 02114/13 Page 3of8 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type H or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) Membrane: Polystick membranes self-adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shall be a minimum of 3 -' /Z" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. S. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. .• ... . . . . . •. . .. . . . . •.• . . . . . . . .. ... .. . . . .. . ... . . •.. . ... . . . . . . . .. . . . .. . . • . . .. . . • .. . • low . ... . • ... . NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 9 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick MTS, TU Plus, Tile Pro and Dual Pro may be used in asphaltic shingles, wood shakes and shingles, non - structural metal roofing, roof tile systems and quarry slate roof assemblies. Polystick IR -Xe, TU, and TU P may be used in all the previous assemblies listed except metal roofing. Polystick TU Max may be used in roof file systems only. 3. Deck requirements shall be in compliance with applicable building code. 4. Polyglass Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polyglass Polystick membranes and underlayments shall not be adhered directly over a pre- existing roof membrane as a recover system. 6. Polyglass Polystick membranes shall not be left exposed as a temporary roof for longer than the amount of days listed in the table below after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. sure Limitations @Ws Polystick MTS MTS IR-Xe TU I TU Plus J TU P I Tile Pro I Dual Pro I TU Max Winter Haven, FL, 1 180 180 180 180 1 180 1 180 1 180 90 Hazelton, PA. I N/A 30 30 180 1 N/A I N/A I N/A N/A 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. 8. In roof file application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice of Acceptance. Polystick TU, TU Plus, Tile Pro and TU Max may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR Xe, and Dual Pro are limited to mechanically fastened roof file applications. Polystick MTS is limited to mechanically fastened with battens roof tile applications. Polystick TU P may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set file applications. 9. The maximum roof slope for use as roof the underlayment for (direct -to -deck) file assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS Polystick IR Xe Polystick TU, TU Polystick TU .. Plus, TU P, Tile Max Pro .... Flat Tile Prohibited without 5:12 No limitation No limitation battens . • Profiled Tile Prohibited without Prohibited No limitation No limitation .. ... battens . . . .. The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. Battens are required for both loading and installation of tiles at all times. NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 .. ... . . . . . .. .... . . . ......... . • . • . • . . . .. ... .. . . . .. . •.• . . .•• . • .. . . . ... . . . . .• . Goo .• Goo ••• • „' , • . . ••• • • . • . • . • . . . . .. .. 000 . .. .. 000 0 NOA No.: 12-0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 5 of 8 GENERAL LIMITATIONS: (CONTINUED 10. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass' Tile loading detail below for loading procedure for all underlayments except Polystick MTS which shall be loaded onto battens. m O. O N r :o aor ueCK prepares vam POLYS'nCKTU Plus 11. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro may be used with any approved roof covering Notice of Acceptance listing Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro as a component part of an assembly in the Notice of Acceptance. If Polystick MTS, IR Xe, TU, TU Plus, TU P, TU Max, Dual Pro and Tile Pro is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. rnuwe cotmnr ,...O BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 .. .... . . .. .. . ...... ... . • . • . . • .. ... .. . . . .. . ••• . . ••• . .. . . . ... . . . raar� ... . . , .Epee • • • • • • • • • • • •• ••• • • • ••• • • . NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 6 of 8 POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus should be back-nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, l l gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area pars clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back-nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick MTS. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. See General Limitations #9 and #10. 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA's, must be used on all projects for pitch/slopes 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 file 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, 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. 10. All self - adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. Brooming may be used where slope prohibits rolling. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 824450.. • • .. .. . ..•• . .. ••• •• • • • •• . •.. . . ... • ... . . . . . . . . . . . . . . . . . . . .• . .. .... c A'TRO D ••• • • • . . • • • . • . • • •• •• • • • •• •• ••. • • • ••• . • NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Pace 7 of 8 13. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 14. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING IJMTATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE ....... . • • .. •• ••• •• • • • •. • •• • • • •• • • hBAM • E COU NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 8 of 8 e a MCOUN MIAMI- -DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Miami, Florida 33175 -2474 BOARD AND CODE ADIVIINISTRATION DIVISION T (786)315 -2590 F (786) 31525 -99 NOTICE OF ACCEPTANCE (NOA) viww•mlamldader-oyimonomo GAF 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:: GAF Ruberoie Modified Bitumen Roof System for Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 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. INSgVeWJ() *s ik : Ty Cifl entire NOA shall be provided to the user by the manufacturer or its distributors and shall B* ble fo$it$pee}on at the job site at the request of the Building Official. •• ••• •• • • • •• This NOA renews and revises NOA No. 09- 0224.01 and consists of pages 1 through 29. The submitted documentation was reviewed by Jorge L. Acebo. . ••. . . ... . • • • • • • • • • s • NOA No.: 13- 0424.14 • . Expiration Date: 11/06/14 • • • • ; ; Approval Date: 10131/13 i i•••i i i i i•••i Pagel of 29 ••• • • • ••• • • ROOFING SYSTEM APPROVAL Ca o : Roofing Sub- Category: Modified Bitumen Material: APP /SBS Deck Type: Wood Maximum Design Pressure: -75 psf. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Test Product Product Dimensions Suecification Description Matrix's 102 SBS 5 gallons ASTM D3019 Fiber reinforced rubberized cold- applied Membrane Adhesive adhesive for modified bitumen roof systems. GAFGLAS® #75 39.3T' ASTM D4601 Type H asphalt impregnated and coated Base Sheet (1 meter) Wide glass mat base sheet. GAFGLAe #80 Ultima7 39.3T' ASTM D4601 Type II asphalt impregnated and coated, Base Sheet (1 meter) Wide fiberglass base sheet. GAFGLAS® F1exPly 6 39.3T' ASTM D2178 Type VI asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS® Ply 4 39.3T' ASTM D2178 Type IV asphalt impregnated glass felt (1 meter) Wide with asphalt coating. GAFGLAS ®Mineral 39.3T' ASTM D3909 Asphalt coated, glass fiber mat cap sheet Surfaced Cap Sheet (1 meter) Wide surfaced with mineral granules. GAFGLAS® EnergyCap- 39.3T' ASTM D3909 Asphalt coated, glass fiber mat cap sheet BUR Mineral Surface Cap (1 meter) Wide surfaced with mineral granules with Sheet factory applied EnergyCote7 GAFGLAS® Strataventei 39.3T' ASTM D4897 Fiberglass base sheet coated on both sides Eliminator Perforated (1 meter) Wide with asphalt. Surfaced on the bottom side Venting Base Sheet with mineral granules embedded in asphaltic coating with factory perforations. GAFGLAS® Stratavene 39.3T' ASTM D4897 A nailable, fiberglass base sheet coated on Eliminator Perforated (1 meter) Wide both sides with asphalt Surfaced on the Nailable Venting Base bottom side with mineral granules Sheet embedded in asphaltic coating. Ruberoie SBS 39.3T' ASTM D6164 Non -woven polyester mat coated with Heat Weld' Smooth (1 meter) Wide polymer- modified asphalt and smooth surfaced Ruberoie SBS 39.3T' ASTM D6164 Non -woven polyester mat coated with Heat -Weldffi Granule (1 meter) Wide polymer - modified asphalt and surfaced • . • • ... with mineral granules. Roo!l�Vlatti • r • • • 107 sq. ft. ASTM D6164 Non woven polyester mat coated with SB9 MdMeMmitular • • • • (9.9 m2) SBS polymer- modified asphalt and surfaced with colored mineral granules. SBS• • '. • 'Wide ASTM D6164 Non-woven e * • (f meter) retardant pol polymer odified asphalt and • • • :.. • • • ; • • • • surfaced with mineral granules. NOA No.: 13-0424.14 Expiration Date: 11/06/14 JUPROIU, Approval Date: 10/31/13 • • 0 ::: : : • •.: Pate 2 of 29 000 • • • 000 • • Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOuim Fire Barrier Coating, VersaShieie Fire - Resistant Roof Deck (optional) Protection or Securocks Gypsum-Fiber Roof Board. Base sheet: GAFGLAS® #80 Ultima "' Base Sheet, GAFGLAe Stratavene Eliminator Nailable Venting Base Sheet, Ruberoida' 20, Ruberoie SBS Heat - Weld" Smooth or Ruberoie SBS Heat - Weld's 25 base sheet mechanically fastened to deck as described below: Fastening GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAe #75 Base Sheet or any Options: of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® FlexPly 6, GAFGLAe #75 Base Sheet or any of above base sheets attached to deck with Drill -Tec"' #12 Fastener, Drill -Tec"' #14 Fastener or Drill-Tec'm XHD Fastener and Drill-Tec' 3" Steel Plate, Drill- Tec"' AccuTra6e Flat Plate or Drill-Tec"' AccuTrac® Recessed Plate installed 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. .(Maximum Design Pressure -45 psf, See General Limitation #7) L GLAS®F1exPly 6, GAFGLAS® #75 Base Sheet or any of above base sheets hed to deck with approved annular ring shank nails and tin caps at a fastener ing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. ximum Design Pressure -52.5 psf, See General Limitation #7) GAFGLAS® #80 Ultima Base Sheet, Ruberoie 20, Ruberoie Mop 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.c. in the field. (Maximum Design Pressure -60 psf, See General LimMadon #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill- TecT' #12 Fastener, Drill -Tec'" #14 Fastener or Drill -Tec"' XHD Fastener and Drill-TecTm 3" Steel Plate, Drill-Tec AccuTrac® Flat Plate or Drill-Tec"' AccuTrace Recessed Plate installed 12" o.c. in 4 rows. One row is in the 2" side ..... . lag. Ue oftj rows are equally spaced approximately 9" o.c. in the field of the • • • Aeet... . • • Aj!+x*m Design Pressure -60 psf, See General Limitation #7) .. ... .. ... Any of above base sheets attached to deck approved annular ring shank nails and • • • • . 3': inverWADrW -Tec7 insulation plates at a fastener spacing of 9" o.c. at the 4" •; lep- mtaggaed�n:iwo rows 9" in the field. • • (gWm+Azse"gn Pressure -60 psf, See General Limitation #7) NOA No.: 13-04U.14 eou�raAr • • • Expiration Date: 11/06114 • • • • • • • Approval Date: 10/31/13 ;. •.; ; ; • • Pace 25 of 29 Soo 0 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill-Tec"" #12 Fastener, Drill -Tec"' #14 Fastener or Drill-Teem XH.D Fastener and Drill-Tec"" 3" Steel Plate, Drill-Tec"" AccuTrace Flat Plate or Drill -T=7 AccuTrac® Recessed Plate installed 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: (Optional) One or more plies GAFGLAe Ply 4, GAFGLAS® F1exPly 6, GAFGLAS® #80 Ultima Base Sheet, Ruberoie Mop Smooth or Ruberoie 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Membrane: One or more plies of Ruberoie Mop Smooth, Ruberoid M'—ov 170 FR, Ruberoid® Mop Granule, RoofMatch7 SBS Modified Granular, RuSeroie Mop Plus Granule, Ruberoie 20, Ruberoie 30, Ruberoie EnergyCap' 30 FR SBS Membrane, Ruberoie 30 FR or Ruberoie Mop FR in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20401bs. /sq. Or One or more plies of Ruberoie Mop Smooth, Ruberoie Mop Granule, RoofMatch7 SBS Modified Granular, Ruberoie Mop 170 FR, Ruberoie Mop Plus Granule, Ruberoie 20, Ruberoie 30, Ruberoie EnergyCap -30 FR SBS Membrane, Ruberoie 30 FR or Ruberoie Mop FR adhered in Matrix'M 102 SBS Membrane Adhesive at an application rate of 1 -2 gal. /sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions. All coatings must be listed within a current NOA. 1. Gravel or slag applied at 400 lbsJsq. and 3001bsJsq. respectively in a flood coat of approved asphalt at 601bs./sq. 2. GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCap"" BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs. /sq. 3. Topcoat® Elastomenc Roofing Membrane, Topcoat® MB Plus (to be used as a primer with Topcoat! Elastomeric Roofing Membrane) or Topcoat® Surface Seal SB applied at 1 to 1.5 gaUsq. Maximum Design Pressure: See Fastening above .. ... . . . . . .. . .. . . . . ... . so see 06 0 0 a 00 . ... . . ... . . • . . . . . . . • . . .. . . • •• see cvuNr�r • .. • • . . • . . 00*00 *00 NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Paae 26 of 29 WOOD DECK SYSTEM LMTATIONS: 1 A slip sheet is required with GAFGLAS" Ply 4 and GAFGLAS" F1exPly "" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum ' /a" DensDeck" Roof Board or '/Z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lb£, as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field. peMetfrs, and comers). Neither rational analysis, nor extrapolation shall be permitted for en$�nced astt*ga;e . pressure zones (i.e. perimeters, extended comers and corners). (When &U U3mu�ltaiio3i *- OectQcally referred within this NOA, General Limitation #7 will not be applicAIe j' 10. All products listed herein shall have a quality assurance audit in accordance with the Florida SuildbV Code Vn4Rple 904 of the Florida Administrative Code. ' ' ©B THIS ACCEPTANCE NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 29 of 29 ao�u�rt+,r •. • . • •• .• . • . •• •• .•. . • . ••. . . NOA No.: 13-0424.14 Expiration Date: 11/06/14 Approval Date: 10/31/13 Page 29 of 29 TGFU.RI306 - Roofing Systems 2.9edc NC M,' Ili IMMM in Page 1 of 2 xnsulatlen (Optlwaf): — one or more layers perllte or wood fiber or glass Hoer or polyisocyanurete or urethane or pe"WwpwYawyanurate Campos" or perfflww+ethane composite or wood fiber 1P0lYJsftV Ee cones or Ownoffc:ww UA nass. . Base Sheet (OpftnaW — One or more piles Type GI or Type 62 or Type W. t4wabrainat — One or more pins °Ruberotd® Torch®° ( Smooth or Granule) or "Ruberaid® Torch Gramde Plus! or "Ruberoft Mop" (Smooth or Gramde) or 4wbm M Map Mus Granule- (granule). SurEacln®: — Gravel, 41)(Mbs/ 100 -fe, Wose isle# or appal In a f W wat of hat rcolbr9 asphalt. 2. tam roc Iach'me. 1/2 lease Sheet (Optional): — one or more piles Type Gi or Type 62 or Type G3. brarre: — One or more PRO "Ruben*&@ Torch" (Smooth or Granule) or "RuberoM Torch Gramde Phe or "Rubmutd9 Mop" (Smooth or Granule) or "Rubmvk* Mw Plus Granule°. Coatlrrga — " Kamak No. 97" applied at m to 3- gai./ioo4t2. 3. Dacia NC IWine: 114 Insulation (Optional): — One or more Payers perift, wood Hber, glass Fiber, any tirtckness. Bsnre Sheet (Optional): — One or more p0a Type 61 or Type G2 or Type G3. Hembranm — One or more piles °Ruberoid® Torch" (Smooth or Granule) or "Rubsok* Torch Granule Pkw or "Ruberold® Mop Granule" or °Ruberoi lO Mop Plus Granule ". Coathol — - Kamak No. 97- appned at 1% to 3- 98!/100-fe. 4. Dada C -15/32 1Yudlnea 1/2 zusubdonr — one or more penile, glass fiber, polyisocyanurate, u , perilte/pOwoc"nurete ate. Wlite/urethane eompuelte, phenolic, 1%-M. i� thidumss (buttiolnts stagy a MMMM Of". num pfywoad decie oiRt)as). so" Shaft — one or more plies Type G2 or Type 63. Pty Ghent (Optlonal)s — one or more piles Type GI. Membranev — One or more pig °RuberuWO Tondr" (Smooth or Granule) or "Ruberolf§ Torch Granule Plan° or "Rulmotde Mop" (Smooth or Granule) or "Rubvx*W MOP Plus Granule." 9rrrl,ckW — "Karnak No. 97" applied at i h to 3- gal /loo -tie. km =71 EN indb= 1/2 Bmse Sheet (Optional); —• One or more piles Type G1 or Type 62 or TYPO 63. Rlemibrane, — One or more piles °RuberoWO Torch" (Smooth or Granule) Or "RuberOW& Torch Granule Pls." Smrftdng (Optlona : — Karnak -No. 97" or -16V applied at i to 3 geV100-H2 or Gnrndy Ind. "20 F Emutslom- applied at 3- gal%100dt2. S. Dacia 0-15/32 Indbft 1/2 Imadatlane -- one or more layers po te, glass fOrer, %-ln. mbrhnum, potyt yarrurate, urethane, pe►ifte/pu y ocyanurabe aorr te, pns'lite/u vUww composite,1Mn. mdnIn um. Base Sheet (Optlorsi): — One or mare piles Type GI or Type 62 or Type 63. Membrartet — One or more plies - RubercrldO TOW (SMOOM or Granulee) or - RUbeftft Torch Granule tom° or "Ruberoi l@ MOP" (Snuol:h or Granule) or "Ruberoid® Moo Ply Granule.' Surfalch gr — Gravel. 7. Decks C -15/32 zn dimer 112 Insulation (Optional): — one or more layers Paige, wood fiber, glass fir, potyisocymrurdne, urethe", perWpotytsocy+anurate composite, pslltejurahnene ONwIsk e, :wsod flba%potYisocYamurate composite. Bane Shaft — Two or more pHme Type 92 or Type M. PW SNM ( ): — one or mom pig Type GI. Marrbrerter — One or more pUes °RuberoNG Tordr" (Smootlr or Granule) or °Rube oid(1 Toth Granule Pius" or "Ruberdde MW (Smooth or Granule) or "Rubgro" Mop fto Oanula." SUrf8C1ng: -- °Karnak ft. 97" "Oa8d Bt 1% to 3- 08t/1{u -fix or gravel. B. NC • i •. i i i i i i Indiner 1/2 Irnsant>atian: — one or more tayd'3 glass fiber, In-In. minimum pot buWdri rate, urethane, cpmpo", perf"pradwne eempostte, 1% in. minimum. el � (9 0" r �- Sior alles TYpe Gi or Tvua G2 or T'vw G3. One or ranch" (3MUUU1 ur c�rdrrwu) ur - mmeromw Torm Granue Pug" or - Rueerm" Mep"•(Shmetlr er Granule) a •Plus Granule." Sur'tiyiing: -. darUfigl+�' IwWmimV R patine appftel at i t o 2- m11I104 e. . • •.• • • • {1if11'/fdAiA ni r�n•,�.QriIvv- T'f.MAAt./T TCFYT/ 1RV Ar *4V /eh+navmnesaR4.++i�.,....,� T 6!�?OAIt\1�1 • •• •• • • • •• •• ••• • • • ••• • • , TTPM.R,1306 - *Roofing Systems Page 2 of 2 Irux a (opt3mw)a — one or more layers perld+e, glass rimer, I%-in. Oftb M-1, polYlsOyanurate, urethane, perft/?OI�c/anurate Corrllmslte, perlitaJurethane camposite, phenaQc, 1% in. mmlmurn. 0,11 Baste Sheeb — One or more plies Type G2 %AFGLASO #tr75 Base Sheers, ,w ° fri- #75 Sfft°, Fmt or aw-- han�ity fastened In place. •. . Ply — One or more pUn �ly" G1 °GAFGbU Ply 4" O "Tri -ply® Ply r or °GAFGLASS.ply 6° haft mapped in pbm - - Membrmnee — °Rubm*WO 170 FR" or °Rubouk* Dual Fly" or °RubwvM@ Mop FR° or "RuberulaO-Wie %app tai FR." &uremmg — (Optitmal t "GAF Flbeted NUInI hurt, aetlr>g" 8PPW 8t IW- g81J1W -R2 or °GAF Wftther CO slcn° eilw 8t 3- ilk air rlIS/ xnm doftn (Option d)z — Perlis, fiber gam, polylw y nurate, urethane or pert camposite• Base Sheeb — One or mere layers Type G2 "GAFGLAS� Base Sheet° or "Trt -Ply® *75 Base Sheet" ohs G3 "Gt�.�1.:.£� Mineral Surfac*Cap Sheet° or °Tri -" Mineral Surfed cap Sheer ( Willy farmed. Ply Sheet (OpfaonaM — One or more plies Type GI,, hot MOPOW. in plow- 4: rue na*ano — "Ruheroid® Mop 17U FR" or "Hum Dual Fit" be "RUberro". .idmp rat" or fns gyCap°a Mop FR., � .•i1Gu+et.••.�... -sip.. v..-i •n...uevd. T � .. [ -S :•. a rdatx�.r ?.,+baa ytxa",a}�:driA•� -a_... r i' • • • • • • • • • •• • • • •• • • �f1M•JJfjAtslso* 0t>> Mf1M1 /My���•" i�IlPr+�+�l•stnfT TQLiY'T /7L'l7 AAA( B/ ni. wr ..........1.+...t�.....�... —•t+ �rno,nntn • • • • • • • • • • • •• •• • • • •• Y• ••• • • • ••• • • RE: Permit # R F 1— 1 a b Miami shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT I GI. l K,&vjclJz9 licensed as a (n) Contractor 1 Engineer /Architect, (Print name and drde Udense Type) FS 468 Building Inspector License #: ®6 j� S 0 0 ®® rj On or about 1 00 M r q , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at _s , rV In/ q 3 r c - --S (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) � r h W", MAI' Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large 14 ommiss +on Q. General, Building, Residential, or Roofing Contractors or any individual certified under 466 F.S. to me)cech . tra�cl�`photographs of each plane of the roof with permit # and address # deafly shown marked on the deck for each insped ion OF Revised on 5121/20f><J