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RF-13-1388Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206561 Permit Number: RF -6 -13 -1388 Scheduled Inspection Date: February 10, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: DUFF, MALCOLM BARRY Work Classification: Tile/Flat Job Address: 1201 NE 101 Street Miami Shores, FL 33138 -2608 Project <NONE> Phone Number Parcel Number 1132050250080 Contractor: QUALITY ROOFING CONTRACTORS INC Phone: (305)953 -3333 Building Department comments RE -ROOF TILE AND FLAT INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 206489. CREATED AS REINSPECTION FOR INSP- 206320. CREATED AS REINSPECTION FOR INSPA 93906. Nissing ladder for second story, permit and inspection for solar heater andrenailing affidavitt Failed ❑ Polystick not allowed on open valley by chimeny Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 07, 2014 For Inspections please call: (305)762 -4949 Page 26 of 44 . 1% F -01 eEo FLORIDA INTERNATIONAL ENGINEERING $TESTING LAB INSIGHT•INNOVATION•INTEGRATION Owner's Name: 6k, Job Address: l- l Roofing Contractor: Permit Number: Approximate Roof Height: Type of Access to Roof: Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION �- l v t � feet Ladder Type of Tile: 44t3 5v t,3 , ( - S1;;rT Slope: 2 ( 2 Approximate Square Footage: '7-400 ftZ OtherRequired Testir Fore: 35 lbs. . . Testing Equipment: F .E.1 0x Shim o Instrument Date Installed: I � I( I ) 1 3 Date of Inspection: k! 10113 ------------------------ ---------------------- .t---------------------------------------------------------------------- TEST RESULTS P= PASS, F= FAIL --------------------- - ------------------- -------------------- 0-f ------------------- (---------------------------------- 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 fe No. of Tests Perimeter b V V Field 1 1 1 Z Corners J Hips & Ridges -Z --------------------- - ------------------- -------------------- 0-f ------------------- (---------------------------------- 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 fe No. of Tests Perimeter b V V Field zpv Z Corners Hips & Ridges -Z °°a®1o®r®®® RESPE�6LY9SVJ#%j�ED BY: ° ZQ:• No 63107 ;2 j G° * � �� �+ T � - zrzP(� V �. )�a a V 1 3 Statr���. 7 Wft r Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 193901 Permit Number: RF -6 -13 -1388 Scheduled Inspection Date: August 30, 2013 Permit Type: Roof Inspector. Naranjo, Ismael Inspection Type: Tin Cap Owner: DUFF, MALCOLM BARRY Work Classification: Tile/Flat Job Address: 1201 NE 101 Street Miami Shores, FL 33138 -2608 Project: <NONE> Phone Number Parcel Number 1132050250080 Contractor: QUALITY ROOFING CONTRACTORS INC Phone: (305)953 -3333 comments RE -ROOF TILE AND FLAT TIN CAP SPACEING False INSPECTOR COMMENTS False Inspector Comments Passed -r-c" cuc- s`, i o 4 ET ' �a1 Failed~°` ° ":,,*p 1 Correction Needed I Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. August 29, 2013 For Inspections please call: (305)762 -4949 Page 8 of 30 RE: Permit# RF -6 -13 -1388 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: July 18. 2013 I car oa Arohnn licensed as a (n) Contractor/ Engineer /Architect, (Pdnt name and drde ukase Type) FS 468 Building Inspector License #: 000017889 On or about July 18, 2013 , I did personally inspect the roof deck nailing and (Date & lime) Secondary water barrier work at 12 01 N.E. 101 Street Miami Shores, Fl 33138 (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) � W M-M _- �--Y � -�� � 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 thi Notary Public, Sate of Florida at Large t3 ;IC -STATE OF FLORIDA arylou Hernandez emission #DD93N46 ,ires: OCT.10, 2013 SIT LNTIC BO \ ,DL1;G CO., INC. `Genera6 Wilding, Residential, or Roofing Cohtrackn or any indrvidral weed under 468 F.S. to make such an inspection. Include phetographs of each plane of the roof with permit # and address # dearly shown marked on the deck for each inspection Revised on 501=9 J Miami hores Village Building Department 10050 N.E2nd Avenue, Miami Shores, Florida 33138 JUN 18 201 Tel: (305) 795.2204 Fay (305) 756.8972 INSPEMON'S PHONE ER: (305) 762.4949 B 4 1 1,l,, PERMIT APPLICATION Ca' permit Type: ;;rLD ING ,;i. Permit No. ton Master Pest No. ®wnees Name (Fee Simple Titleholder) Malcolm Barry Duff Phone # ®waer'sAddress 1201 N.E. 101 Street City Miami Shores State . Fl on tin Zip 331 38 TenanVL4W3ee Name Phone # Enna barr of co Job Aden (where the work is being done) 1201 N.E. 101 Street City __ nRa++,i Shores Villase County =Dade Zip 33138 FOLIO /PARCEL# 11- 3205 -025 -0080 U BWllding Mstoricaliy Designated YES NO X Flood Zone Contractbi•'s. Company Nam Quality Roofing Contractor Phone# ( 305) 9L53 -3333 Contmctoes Address 13800 N.W. 1st Avenue City Miami State Fla. Zip 33168 Qualifier Name Carlos Aroeha Phone# ( 786) 367 -2029 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No.-0 0 0 01 7 8 8 9 Contact Phone (305) 953 -3333 E-mail qualityroofing88 @yahoo.com Arehitect/Engineer's Name (if applicable) Phone # 17 0 0 0.0 0 aware / Unear Footage ®f Work: 2 3 0 0 sqf t. Tile Valens of work For fleas Permit $ � �1 g 4-0 0 � sf t .F � at Type of Work: ❑Addition (]Alteration E]New ® Repair/Replace ❑ Demolition Describe Work: Reroof to: a new colorthru Tile and Flat cap sheet rnnf _ Submittal Fee $ Permit Fee $ -S d � CCF $ C ®/CC $ Nom, $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ _ Total Fee Now Due See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City f Zip — State Application Zip is hereby made to obtain a permit to do the wont and installations as indicated, I commenced prior to the issuance of a permit and that all wont will be . ' that no work or installation has construction in this jurisdiction. I understand that a separate permit must be mgt the standards of sU laws regulating WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR COMMONERS, WORK, PLUMBING, SIGNS, OMW=9S construction and all the zoning g information is accurate and that all work will be done in compliance with all applicable laws "WARNING TO OWNER: YOUR FAELURE TO RECORD A COMMENCEMENT MAY RESULT IN YOUR NOTICE OF EMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEL FOR ND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCE ,e .Notice to Applicant. • As a condition to Me issuance of a building perm t with an esthnated value exceeding $2500, the promise in good faith that a copy of the notice of commencement and construction lien law brochure applicant must whose property is subject to attachmenL Also, a certi will be delivered to the person or the (7) days after the odin recorded notice of commencement must be posted at the job site f Just ,inspection which occurs seven g permit is issued. In the absence inspection will not be approved and a reimpection fee will be charged sense of such posted notice the Signature Owner o ` The br�eugloing6instrument was acknowledged before me this day oJA"U 201 20 by MA LCa LIn AA tz a� y EF- who is personally known to me or who has produced U - I� s S P a R T As identification and who did take an oath. JAPAM EMBAOF 7QKY0 THE SSY OF tNYI i ED $Qq►f�$ �� Sign: Print: My Commission Expires: MEFEVM Ja Contractor The foregoing instrument was acknowledged before me this day of � t��• � - 201, by O Lc—lc—z. who is person�wn to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: A APPROVED BY �f C/ `z'r Plans Examiner Engineer (Revised 07 /10107XRevised 06110/2009) Sign: Print: My Commission lvlarylou Hernandez I Commission #DD930046 >- Expires: OCT 10, 2013 THRU ATLA. \TIC BONDING CO, INO; Zoning Clerk checked Y 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: 2/18/13 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Malcolm Barry Duff Property Address: 1201 N.E. 101 Street Miami Shores, F1 33138 Roofing Permit Number: Dear Building Official: Malcolm B. Duff building because: certify that I am not required to retrofit the roof to wall connections of my x�i 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) Signature Print Name State - 9f- Flo nda CI'T'Y OF TOM) sw G@HRty Of Dade EMBASSY OF YHE UN m ST'Am OF M8J The undersigned, being the first duly swom, deposes and says th t h she is the owner for the above property mentioned. Swom to and subscribed before me this day of JW 15SPyoMFTHE ac88= NetaFy Publie, Gale of 19V11f'D SptA1'ES � p e (`�� p fi� �g}} • When the just valuation of the structure for purpose of ad valorem Woes dal $O 81%loorce 00,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Vdgedon. Revised on 5121/2009 Property Information Map My Home Miami -Dade County, Florida Property Information Map Aerial Photography - 2012 0 29 ft This map was created on 211 5/201 3 6:24:06 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Cl �Glose Page 1 of 1 M- Summary Details: Folio No.: 11- 3205 - 025 -0080 Pro 1201 NE 101 ST Mailing MALCOLM BARRY DUFF Address: INGLE FAMILY hs: 1201 NE 101 ST MIAMI SHORES FL odmary ts: 133138-2608 Property Information: one: 1400 SGL FAMILY - LandV_atue' BWdln Va ue: 001 -3250 SQ 0001 RESIDENTIAL - 196,700 INGLE FAMILY hs: /3 1 odmary ts: 1 ote e: 352 0/$379,452 10,645.7 0 SQ FT : 1941 B 42 -25 BAY BREEZE EC MIAMI SHORES egal LOT 9 BLK 185 LOT Description: FIZE 81.890 X 130 OR 17682- 3759 0697 2(2) R 17682 -3759 0697 02 Assessment Information: ear: 2012 2011 LandV_atue' BWdln Va ue: 183 977 153,314 $195475 196,700 Market Value: $379,452 350,014 ssed Value: $379,452 350,01 Taxable Value Information: Year: 2012 2011 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: R ional: $0/$379,452 0/$350,014 lGounty: 0/$379,452 0/$350,014 $0/$379,452 0/$350,014 drool Board: 0/$379,452 0/$350,014 Sale Information: 1,j�Dat e: 11997 ount: 245,000 le O/R: 1768 -3759 ales Quallficetion Descri lion: s which include ore than one parcel View Additional Sales http:// gisims2 .miamidade.govlmyhomelprintmap. asp? mapurl = http: / /gisims2.miamidade.go... 2/15/2013 r f , ROOF ASSEMBLIES AND ROOFTOP STRUCTURES tip13 Florida Building Code Edition 2010 Higha/elodly H Mem Zone uniform Pem* Application Form. Section A (General Inf tionj waste ° No. Process No. ContractoeslName Quality Roofing Contractor, Inc. .lob Address 1201 N.E. 1 01 Street ® Asphaltic Shingles D Now Roof 0 Reroofing CK Mortar /Adhesive Set Tile ® Wood Shingles/Shakes ® maintenance Low Slope Root Area (SF) 4 0 0 s g f t. Steep SIOPed Roof Area (SFp 2 3 0 0 s g f tTotal (SF) 2 7 0 0 s g f t. Section B (Roof Plan) Skitdt Roof Plan: i km&ate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. I include dimensions of sections and levels, dearly ldentity dimenslons of elevated pressure zones and location of parapets- 15.34 2010 FLORIDA BUILDING CODE -- BUILDING Florida Building Code Edition 201 6 "cc 0LaA#Rows oc FWd N/A pwmMw N/A Coarser N/A Ncftd and Detaft as AppftabW- Wooddod ft rzuftr, Edge Termhoort. Stripping, /►��.��y ��C�jhmA,�Cpant Strip. Sase Rw..h r>g. W W ftr- , •iM GW Z� Umn Poor M® X6113U&MO C=— BtiflMG is= Florida Building Code EdIdon 2010 Roof SYStem LjanufaCturer: Hanson Roof Tile Notice of Acceptance Number: 12 - 1218.14 minimum Design Wind Pressures, if Applicable (From RAS 127 or calculations): -39.1 P2: -68.1 PS: -100.7 DGC*Type: wood 1 Type Under*r ent: ASTM Rif Slope: - 3---. 12 Insulation: N/A Fire Barrier: I N/A Ridge Ventilation? Fastener Spac6ng: 1 1 4" nails 6 o c 1 ' 0�, N/A Adhesive Type: self adhering \ Type Cap Sheep I Polystick TU Plus Mean Roof Height~ 13 Roof Covering: I Hanson Slate Tile Type & size Drip Edge 3 X 3 26 : galv. '85.36 2 010 FWMDA BUIUMNG CODE - BUILDING ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Ruiiding Code Edition 2010 High - Velocity Hurricane Zone Uniform Pennft Application Fortin. Section E (]Ile Calculations) For MomertWwd the systems, choose eitherMethod 1 or2. Compare the values forl4r mth tlm values from Mf. If tihe Mfvalues are greater than or equal to tto Mr values, for each am of the roof; then do the attachment method is acceptable. Method 1 "Moment Based Tde Calculations Per RAS 127" .1 x;L 312.90 -Mg8.2 = K14.65 Product 40.4 madim �y mr 39 (p2. -68.1 .;L •330 =22.47) - MA.25 ='mj 4.2222 Product Approval Mf 40.4 mBditm p xlly (P3: 100.71 L _330 =�) - Mg&2� = °'�- Prat Approval Mf-40A ma311I11 pedly Method 2 "Simplified T1c Calculations Per Table Belau" Rearmed Moment of Resistance (M,) From 7" Belau Product Approval Mr Mr required Moment Resistant* Mean Roof HeW Roof Slopo 1s w 25' w 40' 2:12 34.4 36.5 38.2 38.7 422 3:12 322 34.4 36.0 37.4 39.8 4.12 30A 32.2 33.8 35.1 37,3 5:12 28.4 30.1 31.5 32.3 34.9 5:12 26.4 28.0 29.4 30S 32.4 7:12 24.4 25.9 27.1 282 30.0 *Must be used in conjrncttoa with a lint of moment based bile systems endorsed by ft Btoward County Board of Rules and Appeals. For Uplift. based tile systems use Method 3. Compared the values farF with the values farFr. Uthe F'values are greater dean or equal to the Fr values, for each area of the roof, then do the attacbmert method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pt. x L = x w: = - W. x cos B = Fr1 Product Approval F (PZ. x L x w: = __) - W. x cos 8 = Fd Product Approval F (P3. x L x w: =_) - W: x cos B = FS Product Approval F' Whom to obtain Information Descripftri BMW Where to find Design P wore P1 orP2or P3 RAS 127 Table lorbyaneug6hceaing analysis prepared byPE based onASCE7 Mean Roof Height H Job Site Roof Slope B Job site Aerodynamic Mntiplier d Prod= Approval Restoring Mohtont due to Gravity' Mg Product Approval Atlahment Resistance Mf Product Approval Required Moment Resistance Mg Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance Fr Calculated Average r& Weight W Product Approval Tile Dimensions L _ � Product Approval All calculators must be submitted to the building official at the time of p mmh application. 2010 FLORIDA BUILDING CODE - BUILDING 15.37 I I hllAiMlatM MIAMI -DARE COUNTY L PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov /nera Hanson Roof Tile 1340 SW 34 Ave Deerfield Beach, FL. 33442 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet 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 Hansoon—pIat-Tile inr cidding3Tate,-Ckalet Shake, Southern Shake, a0d Victorian-Slate ; LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 10- 0706.08 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. 1K �--Expiration-Date. = 04110/18 Approval Date: 03/21/13 Page 1 of 9 r ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Concrete 1. SCOPE This is a new system using Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate, as manufactured by Hanson Roof Tile Inc. in Deerfield Beach, Florida and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Hanson Flat Tile 1= 17.25" TAS 112 Flat, interlocking, concrete tile equipped with two w =13" nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Slate 1= 17.25" TAS 112 Flat, interlocking, concrete tile equipped with two w =13" nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Chalet Shake 1= 17.25" TAS 112 Flat, interlocking, concrete tile equipped with two w =13" nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Southern Shake I = 17.25" TAS 112 Flat, interlocking, concrete tile equipped with two w =13" nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Hanson Victorian Slate 1= 17.25" TAS 112 Flat, interlocking, concrete tile equipped with two w =13" nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use at hips, w = varies rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2. 1 PRODUCT DESCRIPTION 1. Deerfield Beach, FL. NOA No.: 12- 1218.14 MINDaoECOUPIIY Expiration Date: 04/10/18 Approval Date: 03/21/13 Page 2 of 9 2.2 SUBMITTED EVIDENCE: Test Aaencv Test Identifier Test Name/Report Date IBA Consultants, Inc. 2381 -265 TAS 112 Feb. 2008 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 25- 7094 -2 Static Uplift Testing TAS 102 Oct. 1994 Engineering, Inc. (4" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25- 7094 -8 Static Uplift Testing TAS 102 Oct. 1994 Engineering, Inc. (4" Headlap, Nails, Battens) The Center for Applied 25- 7094 -5 Static Uplift Testing TAS 102 Oct. 1994 Engineering, Inc. (4" Headlap, Nails, Direct Deck, Recover/Reroof) The Center for Applied 25- 7183 -6 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing TAS 102 Feb. 1995 Engineering, Inc. (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -1 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. 0 Quik -Drive Screw, Direct Deck) The Center for Applied 25- 7214 -5 Static Uplift Testing TAS 102 March, 1995 Engineering, Inc. (1 Quik -Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix lI TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies P0402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain TAS 100 Oct. 1994 Engineering, Inc. Test #MDC -77 Nutting Engineering 13343.1 Physical Properties TAS 112 Aug. 2006 Celotex Corporation Testing 520109 -1 Static Uplift Testing TAS 101 Dec. 1998 Service 5201114 Celotex Corporation Testing 520191 -1 Static Uplift Testing TAS 101 March 1999 Service Walker Engineering, Inc. Calculations Aerodynamic Multiplier May 2006 Walker Engineering, Inc. Calculations Restoring Moments May 2006 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 NOA No.: 12- 1218.14 Expiration Date: 04/10/18 Approval Date: 03/21/13 Page 3 of 9 r { 2.2 SUBmrrTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Calculations Two Patty Adhesive Set System April 1999 3. LIlVIITATIONS 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 underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson Flat Tile including Slate, Chalet Shake, Southern Shake, and Victorian Slate 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 (lbf) Length -1(ft) Width -w (ft) Hanson Flat Tile including Slate, 11.6 1.4375 1.08 Chalet Shake, Southern Shake, Shake, Southern Shake, and Victorian Slate and Victorian Slate Table 2: Aerodynamic Multipliers - 1 (ft) Tile X (ft) 1 (ft) Profile Batten Application Direct Deck Application Hanson Flat Tile including Slate, Chalet 0.304 0.330 Shake, Southern Shake, and Victorian Slate NOA No.: 12- 1218.14 Expiration Date: 04/10/18 Approval Date: 03/21/13 Page 4 of 9 Table 3: Restoring Moments due to Gravity - M9 (ft -lbf) Tile 2 "•12" 3 "•12" 4 "•12" 5 "•12" 6 "•12" 7 "•12" or Profile 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 greater Hanson Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Flat Tile 24.3 Deck 24.2 Deck 19.0 Deck 22.1 Deck 35.5 Deck 34.8 Deck including 7.53 8.25 7.46 8.17 7.35 8.05 7.20 7.88 7.02 7.69 6.83 7.48 Slate, Chalet Shake, Southern Shake, and Victorian Slate Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 16132" plywood) Direct Deck (min. 19132" plywood) Battens Hanson Flat Tile including Slate, Chalet Shake, 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Southern Shake, and Victorian Slate 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 A Od 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 i Installation with a 4" tile headlap and fasteners are located a min. of 2'/" from head of tile. j I �_] NOA No.: 12- 1218.14 Expiration Date: 04 /10/18 Approval Date: 03/21/13 Page 5 of 9 r r Table 6: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Minimum Attachment Resistance Hanson Flat Tile including Slate, Adhesive 2 31.3 Chalet Shake, Southern Shake, and 118.9 Slate, Chalet Shake, Victorian Slate 40.4 Southern Shake, and 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. 3MTM 2-Component Foam Roof Tile Adhesive AH -160 Average weight per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) Tile for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Hanson Flat Tile including Slate, Resistance Hanson Flat Tile including 3M 2- Component Foam Roof Tile Adhesive AH -160 118.9 Slate, Chalet Shake, 3M 2- Component Foam Roof Tile Adhesive AH -160 40.4 Southern Shake, and 6 Seespecific mortar manufacturers Notice of Acceptance Victorian Slate 4 Large paddy placement of 45 rams of 31VI 2-Component Foam Roof Tile Adhesive AH -160. 5 Medium paddy placement of 24 rams of 31VI 2-Component Foam Roof Tile Adhesive AH -160. Table 8: Attachment Resistance Expressed as a Moment - Mf(ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Hanson Flat Tile including Slate, Mortar Set 39.0 Chalet Shake, Southern Shake, and Victorian Slate 6 Seespecific mortar manufacturers Notice of Acceptance NOA No.: 12- 1218.14 Expiration Date: 04/10/18 Approval Date: 03/21/13 Page 6 of 9 0 , 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". HANSON FLAT TILE INCLUDING SLATE, CHALET SHAKE, SOUTHERN SHAKE, AND VICTORIAN SLATE (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERmrr REQUIImEMENTS 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. NOA No.: 12- 1218.14 Expiration Date: 04/10/18 Approval Date: 03/21/13 Page 7 of 9 6 • ••• 9 9 0000 ••• 9 6 • •0 0•• •• • ••• • AND/OR 6999. 0000. 9 • • ••• • • • 9 • • 9 • so •• • • • • •• • 9 • • • • 0000 ••• • • HANSON FLAT TILE INCLUDING SLATE, CHALET SHAKE, SOUTHERN SHAKE, AND VICTORIAN SLATE (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERmrr REQUIImEMENTS 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. NOA No.: 12- 1218.14 Expiration Date: 04/10/18 Approval Date: 03/21/13 Page 7 of 9 PROFILE DRAWINGS HANSON SLATE TILE CHALET SHAKE TILE NOA No.: 12- 1218.14 Expiration Date: 04/10/18 Approval Date: 03/21/13 Page 8 of 9 Y , SOUTHERN SHAKE VICTORIAN SLATE END OF THIS ACCEPTANCE NOA No.: 12-1218.14 APPROVED Expiration Date: 04/10/18 Approval Date: 03/21/13 Page 9 of 9 allcoaff ,old MIAMI -DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ewnomv Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION(Poilass :Poly�ti�cl�Underlayment_ LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA #11- 1229.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. NOA No.s - 12-0713.02 EXpiratRon Date. 09/13/16 Approval Date: 02/14/13 Page 1 of 9 r� ROOFING COMPONENT APPROVAL Ca o : Roofing Sub- Cateeorv: Underlayment Material: SBS , APP Self- Adhering Modified Bitumen PRODUCTS DESCRIPTION: Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self - adhering, glass - Manufacha ing Location 61' x 3'3 3 /s" ASTM D 1970 fiber /polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering, glass - Manufacturing Location 61' x 3'3 3/e" ASTM D .1970 fiber /polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 Test Product Product Dimensions Snecitication Descrintion Polystick MTS Roll: TAS 103 A homogeneous, rubberized asphalt underlayment 6518" x 313-%" 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 rile, 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 /$" 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 3'3-'/8" 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 tile underlayment. Polystick TU Plus Roll: TAS 103 and A rubberized asphalt self - adhering, glass - underlayment 65' x 3'3 3/s" ASTM D 1970 fiber /polyester reinforced waterproofing (Surface Printing) 80 mils thick membrane. Designed as a metal roofing and roof Manufacturing Location tile underlayment. #1 & #2 Polystick TU P Roll: TAS 103 and A rubberized asphalt waterproofing membrane, underlayment 32'10" x 3'3 3 /s" ASTM D 1970 glass- fiber /polyester reinforced, with a granular Manufacturing Location 130 mils thick surface designed for use as a tile roof #2 underlayment. Polystick Tile Pro Roll: TAS 103 and A rubberized asphalt self - adhering, glass - Manufacha ing Location 61' x 3'3 3 /s" ASTM D 1970 fiber /polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. Polystick Dual Pro Roll: TAS 103 and A rubberized asphalt self-adhering, glass - Manufacturing Location 61' x 3'3 3/e" ASTM D .1970 fiber /polyester reinforced waterproofing #2 60 mils thick membrane. Designed as a metal roofing and roof tile underlayment. NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 2 of 8 PRODUCTS DESCRIPTION: Test Product Product Dimensions Specification Description Polystick TU Max Roll: TAS 103 and A rubberized asphalt self-adhering, polyester Manufacturing Location 65'8" x 3'3 -3/8" ASTM D 1970 reinforced waterproofing membrane. Designed #2 60 mils thick as a a roof tile underlayment. MANUFACTURING PLANTS: 1.Hazelton, PA 2.Winter Haven, FL EVIDENCE SUBMITTED: Test Aaencv Test Identifier Test Name/Renort 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 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. JX20147A TAS 103 /ASTM D4798 & G155 04/01/08 RX14E8A TAS 103 /ASTM D4798 & G155 11/09/09 DX2313813 TAS 103 /ASTM D4798 & G155 02/18/10 DX23D8A TAS 103 /ASTM D4798 & G155 02/18/10 NOA No.: 12- 0713.02 Expiration Date: 09 /13/16 Approval Date: 02/14/13 Page 3 of 8 r . INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626. Fastening: Per FBC 1518.2 & 1518.4 Nails and tin caps 12" grid, 6" o.c. at a minimum 4" head lap. (for base sheet only) 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 3-1/2" 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. & 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. NOA No.: 12- 0713.02 huAM �� �rrtt Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 4 of 8 GENERAL UmTrAnoNS: 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. E re Limitations (days) Polystick MTS MTS Ht Xe TU TU Plus TU P Tile Pro Dual Pro TU Max Winter Haven FL. 180 180 180 180 180 180 180 90 Hazelto PA. N/A 30 30 180 N/A N/A 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 tile 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 tile applications. 9. The maximum roof slope for use as roof tile underlayment for (direct-to-deck) tile assemblies shall be as follows: (See Table Below) Tile Profile Polystick MTS 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 GENERAL LimnAnoNS: (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. r 3 - ;« Z 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. ..O ►I BUmmm 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 9 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, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back - nailed. (Please refer to applicable local building codes prior to installation) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, 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 file 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 W11211, precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty -Eight (48) Hours. & 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 401bs 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) 894 -4563. yIAPPROVEC's NOA No.: 12- 0713.02 Expiration Date: 09/13/16 Approval Date: 02/14/13 Page 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 LE IITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 12- 0713.02 EQAD G ts�'rY Expiration Date: 09 /13/16 Approval Date: 02/14/13 Page 8 of 8 I , 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: M 2- Counnnent 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. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11 -0 124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. APPROVEDI 146A Nos 1342281$ i zpirari4g date: Mt1D /17_ _ Approval Date: 05/10/12 Page 1 of 7 r 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 Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF 1000 N/A Dispensing Equipment ProPac)& 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: Prove Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength ASTM D 1623 Water Absorption ASTM D 2127 Moisture Vapor Transmission ASTM E 96 Dimensional Stability ASTM D 2126 Closed Cell Content ASTM D 2856 Results 1.6 lbs. /ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Fe 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @I58T., 100% Humidity, 2 weeks 86% NOA No.: 12-022&18 My Expiration Date: 05/10/17 • • • • • • Approval Date: 05/10/12 Page 2 of 7 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 Agency Test Identifier Test Name/ReDort Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 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 01- 6739- 062b[1] 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 LmiTATIONS: 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 tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 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 tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _w 2 F'= MS 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 tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. & 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 'Placement 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/ an N/A Flat, Low, ffigh Profiles #2 24 N/A Flat, Low, High Profiles #3 i g NOA No.: 12- 0228.18 Expiration Date: 05/10/17 !APPROVED! ! Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MTm 2-Component Foam Roof Tile Adhesive AH- 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERmyr 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 �a ITIMMMI alyl NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 t ITIMMMI alyl NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY loop-- NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 �VE' Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement w Nall through plastic cement Single paddy under the (between tile) Underlayi nent Single paddy between We paddy (under tHe) 2 In. x 7 In. medlum dw paddy am course only 1&11-41 Single 01-331-1 3 In paddy under We n. x 3 In. 7 x 3 in. T angle 4 In. 2 In. angle paddy on 2 4 In. paddy0n under- under- layme"! Single paddy Fascia Save amm on top of the weelftle S poaddy paddy nnave m % Course Emcaurs tole p on e size Drlpedge Fasda cum only END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 APPROVED1 Page 7 of 7 r VIA 1361 Alga Re" wapic, NJ 07479 bCEAAU4X4DZ LOUNrYs PLORMA SRO -DADE FLAB BUU,DING 140 Wwr FLAGmint STREET. 9 I3Y1`E 1603 NUMPLORMA633130ASS OM 375 -2901 FAX CJM 375-290 B • � r f 307 premium Asphaft Pflmw Granulm 3, S. 55 picas A97M D 41 used to Pramcce adwdw ofimm roaft, 39.37' (1 fir) AS1M D 4601 bWWded and coated &M mat wide ban sheaL NOA N9« 07- 1219A9 Upfradon Data: W"W Approval Data OMM Pup 2 of 19 307 premium Asphaft Pflmw Granulm 3, S. 55 picas A97M D 41 used to Pramcce adwdw ofimm roaft, 39.37' (1 fir) AS1M D 4601 bWWded and coated &M mat wide ban sheaL NOA N9« 07- 1219A9 Upfradon Data: W"W Approval Data OMM Pup 2 of 19 N" Tft.- W-imm ftV3of S ME 1 Y.. ' ♦a V'f - 1717nl TrI Ja 54Y7' ., Vj iuutll4te -, -d' Fp:�.ol -� ,w.. S T• •,1 r ar: -�. rl i N" Tft.- W-imm ftV3of S rAtt:V:'A 3937'°(1 ') D 6 G, TSB daft and vulds AMUDS147 dwx9 with & 3937" (2 ) ASM D D 5147 3937" (1 D O= TAb ASMDS147 3937°(1 ) ASMD6164 D 5147 1& mop 393'x' (1 ) D 6164 1 Wide AfflU D $147 1A ®2' Pik 3937" (t ) ASMD6164 TAID A97M D 5147 s��, • 'iii' "` •` " i•`s "i i ice:- �•` il►s: ,p 017777 • a > :. ,. 3937" a mdw) sib 39379°(1 ') wAde ..' . 3937" 0 MOW TA& ASTMDdW2 vvide A87MDS147 3937" (1 ) ASTM DO= vide A97M D 5247 307" (i ) A972dD 6163 wide ASIMD5147 3937" 0 ) AMU D 6163 vAds AS7MD5147 39379 (i ffi ') A57M D w3de AS7U D 5147 39379' (1 D 6164 Wkb D 5147 TAS 100(A) ASMDIM AMU D 635 I t OWL with and =rhGed wilb Minslalffamdas mat coed with mat ixbed with pabmwaWMad moo* Mca-w coated with avan Md echoed wig spat coated with fat Aqftk �y9 ms's b a$mV%4 Hwy duty, po4=Wr nk*rca% mobs = N=mwMffb0qOM =at coated with pobmwnwdiW =Aak and s wilt N mat acased with fm nUrdwepabswundified AIId Woven #be&= MU caMed with Polpm md awboad with abnb= e or Sbbd= Sftd fio& ftmuompobasWand mat w01h ffie alphak and ;A OnswaywavevatusedtowHawbuft." F=sMwfddndwrWsysft= CsAF Yat affable in Mda or pig. N®A No"- 97•1219M �(' 'I { . E' <. �':.,i i,,.S. t_:4i� IE} �?:. 1r� fill ?I 1 1 4 • ABC IX 3d ti3I 253�� ms's = �® .,c4_aC7Q a� pap eau �ffia s� �� - mnompo _ .. . va . said W6 . boa =e..ar:�� ia see -R '� ar �'�roc� es ,yo� S --A ma 7"" I -ice r � . - e - ove- Wood ARM v � pxsF- Gi $'cW ^-' O ro cm of =on j laym "GAS PLY C or i Y x i s ICAN zmlc� MY 40 or Taco ft9264 cup 4 f but ��-` � Gtr :R an3 aE g�1a � "or R 1� 5" ism op'� fwd t a'bt�P9�• 22 $� tow Au U --- - W",byamT, ,rp C32 � al ash AAA ` _ 4 s , i NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11- 3205 - 025 -0080 STATE OF FLORIDA COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to property, and in accordance with Chapter 713, Florida Statutes, the following is provided in this Notice of Commencement. 1. Legal description of property and street / address: 1201 N.E. 101 FII°Rll 2013RO482025 Bk 28683 Ps 0628; (1ps) RECORDED 06/18/2013 10:32 :88 HARVEY RUVINY CLERK OF COURT MIAMI -DADE COUNTYP FLORIDA LAST PAGE 2. Description of improvement: Reroof to a new Tile and Flat Cap sheet roof. 3. Owner(s) name and address: Malcolm Barry Duff 1201 N.E. 101 Street Miami Shores, F1 33138 Interest in property: Owner Name and address of fee simple titleholder. N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 5. Surety: (Payment bond required by owner from contractor, if any) Name and Address: N/A Amount of bond $ 00 6. Lender's name and address: N/A 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: N/A 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: N/A 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Print Owner's Name` t- � CC L� Q 046 ' u P�` Prepared by Marylou Hernandez Swom to and subscribed before me this day of �� , 20 'Notary-P —a it OAF THE UWT WAT DFAMMI, r Print Nstsefis Name: Wele�na io xpires: Nam Consular Associate AddreQQuality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Mi am Florida 33168 (305) 953 -3333 A s s i � Al SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. asxplained- — Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. P40 ____Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. _Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with-the requirements of Sections R4402, R4403 and R4413. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. d 13�� /jam burner /Agent's S' is ure D to Contractor Signature Date Revised on 7/9/2009 LD