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RF-09-2053
Inspection Worksheet Miami Shores Village /► 10050 N.E. 2nd Avenue Miami Shores, FL co Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 131495 Permit Number: RF -12 -09 -2053 Scheduled Inspection Date: May 12, 2010 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: ALOISE TR, DENISE Work Classification: Tile /Flat Job Address: 185 NW 106 Street Miami Shores, FL 33150 -1247 Phone Number Parcel Number 1121360080250 Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Phone: 305 - 751 -0382 Building Department Comments RE ROOF A NEW TILE ROOF AND FLAT MINERAL CAP SHEET ROOF Inspector Comments Passed Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 12, 2010 For Inspections please call: (305)762 -4949 Page 3 of 25 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 - FLORIDA INTERNATIONAL Etc w tNtx & r 5 t It G uuu Miami Dade Lab Cert ykataion # 07- 0612JI - StWe of Florida CA # 27273 S ITE SPECIFIC INFORMATION NR 1815 Job Address: t8� plod g�. t!� 9 /® jwner's ame ` Nit er Contractor: ��L /� '� Permit - - Install Date. t' Type of Tile: ®�� Approx. Height f Z-- Floor: Type of Access: Scaffolds: Ladder: r/ Slope: 2 Test date: l App. Sq.Ft. 1 9& m Req. Force: 35 lbs. Testing Equipment: F.G.E. 10OX,Shi= Instrument ------------------------------------------------------------------------------------------------------- TEST RESULTS P = PASS, F = FAIL Test T04. CJp t Tc Ulm Pol ±all Test CPQr Tea .(rar° _ � Tw'(Por tl� test 4i V1 1 21 41 61 81 2 r 22 42 62 1 82 3 1 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 1 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 1 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 1 38 58 78 98 19 1 39 59 79 99 20 40 60 80 100 ------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106 THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLnT QUALITY CONTROL TEST. Really Submitted B �d/ � f a Vinayagar M. Balalwislman V, P.E. State of Florida Lie # 63107 � �.�' P.-A IL) 1 E> (c, - ds - (A,µ l i l }.i�'� Miami Shores Village 10050 N.E. 2nd Avenues n Miami Shores, FL 33138-0000 " Phone: (305)795 -2204 Expiration::, 1 01 Project Address Parcel Number Applicant 185 106 Street 1121360080250 Miami Shores, FL 33150 -1247 Block: Lot: DENISE ALOISE TR Owner Information Address Phone Cell DENISE ALOISE TR 185 106 Street MIAMI SHORES FL 33150 -1247 Contractor(s) Phone Cell Phone Valuation: $ 12,800.00 QUALITY ROOFING CONTRACTORS 11 305-751-0382 Total Sq Feet: 2000 Type of Work: Re Roof For Inspections please call: Additional Info: COLOR THRU $FLAT ROOF (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $7,80 RF -12 -09 -36640 $ 304.80 $ 254.80 W" Education Surcharge $2,60 � Permit Fee - New Roof $275.00 RF -12 -09 -36640 $ 304.80 $ 304.80 $ 0.00 Scanning Fee $9.00 Check #: 26087 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $10.40 Total: $304.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated December 29, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy December 29, 2009 1 1 111111 111 #11111111111 11111 111111111111111111 OR 8k 27114 Ps 2488a (1P9) RECORDED 12/1411.109 13. NOTICE OF COMMENCEMENT HARVEY RUVINP CLERK OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSIPECTIoN MIAMI — DAfi E COUNTY r FLORIDA LAST f A6E PERMIT NO. TAX FOLIO NO. 11 -2136 -008 -0250 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain, real property, and in accordance withChapter 713, Florida8tatutes, the following information is provided in this notice of Commencement. 1. Legal description of property and street(address: 185 N.W. 1 Street Miami Shores Florida 33150 2. Description of improvement. Reroof to a new Tile . and Flat Cap sheet roof. 3. Owner(s) name and address: Denise Ede Aloise 185 N.W. 106 Street Miami Shores, Fl 33150 Interest in property: Owner Name and address of fee simple titleholder. N/A 4. Contractor's name and address: Quality Roof ing Contractor , Inc 13800 N.Wd 1st Avenue Miami, F1 33168 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 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 8. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a dIffererit date ' specified) 4 . S gn ture o Owner Print Owner's Name Z�n a.3e. r_ A10 t se- pmpared b Carlos Arocho Sworn to and subscribed before me 2a O f Quality Roofing Cont. Address: 13800 N.W. 1st Av Notary Public Miami, Fl 33168 Print Notary's Name ( 305) 953 -3333 My commission expires: " " "• 123.01-52 , aW , 60 #DD930046 „ „...•• ' . OCT 10, 2013 1�>30 T`fCao.�>xaco,nvc STATE OF FLOIWA, COUWY OF OADE P ao cov 1 WRF CF RWY that this is a tr � Co � p y othee a < 0108 C0 4 onghnat Aged in this 0040 on ..�..l..:� �. day of 4 O-C t , AD 20 r� V v� WIT' my hand and ONreral Seal , o� RUVIN. CLERK, ofGecud and CountyCourta ,0 Miami Shores Village I m LT �p DEC Building Department 1 2009 I 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 _ ) Tel: (305) 795.2204 Fax: (305) 756.8972 �/�•.._ --/ INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING- Permit No. PERMIT APPLICATION Master Permit No. FB C 20 Permit Type BUILDING ROOFING- . Owner's Name (Fee Simple Titleholder) Demise Ede Aloise Phone # ( 305) 754 -9980 Owner's Address 185 N. W. 106 Street City Miami Shores r State Fl Zi 33150 Tenant/Lessee Name Phone # Email Job Address (where the work is being done) 1.85 N.W. 1 0 6 Street City Miami Shores Village County Miami -Dade Zip 3 3150 FOLIO /PARCEL# _ 11-2136- Is Building Historically Designated YES NO X Flood Zone Contractor's Company.Name Quality Roofing Contractor phone# ( 305) 953 -3333 Contractor's Address 1380 N . W . 1st Avenue City Miami State F 1 Zi 33168 Qualifier Name Carlos Arocho Phone# (786) 367 -2029 State Certificate or Registration No. RC 0 0 5 8 6 2 7 Certificate of Competency No. 0 0 0 017 8 8 9 Contact Phone Marylou Arocho E -mail maryharocho@yahoo.com Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 1 2 4 800.00 Square /Linear Footage Of Work: 1700sgft . FF Tile Type of Work: ❑Addition []Alteration ONew Repair/Replace 0 S ei I Describe Work: Reroof to a new Tile roof and Flat Mineral Cap sheet roof. DEC 14F% 'o7. 7 Submittal Fee $ Permit Fee $ _ / CCF $ t' CO /CC .$ Notary $ Training/Education Fee $ 0q• (00 Technology Fee $ _ Scanning $ ` 1 0n 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 Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,' SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property Is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. r rSignature _ Signature Lf ' i Owner or Agent Contractor The foregoing instrument was acknowledged before me this _- The foregoing instrument was acknowledged before me ties_ day of 20®2, by Ae i) `sue. . lo.-x c day of Z le" . , 200, by who is,personally known to me or who has produced , .Z who is P=oually to me or "who has produced L-1 h-- As identification and who did take an oath. as identification and who did take an Math. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: �. Print:. Print: NOTARY Marylou Hernandez My Commission Expires: ''.^ Marylou Hernandez My Commission Expird§ ' - Commission #DD930646 - ;Commission #D D93;0046 NI Expires: 4CT.10 2013 r' Expires: OCT 10, 2013 HoriD'sa u nrr na�zc so�rorxo ' ]1MIM TnU MAN= BMW INC. C(?, INC.. 4r, k, k4e, trk�e4e, k, kBnk�RrieAnY, Y3eie4e� tak9 / �k9 � e�k � �Y4r ' A'�k9nY9Fi: ktkskdz, k ir4e�it4cde, k�e9e�ie* �1e�Fn49e9z�kic9e�e3t�, �k4e: 04eRdadt�r�Y�tc, k�k9r9r* ierk, k�Ytkie��lr .tdr3nF4r4t�Y9c,k,k9a9roY9: $nhtk4tiktk3e3i4e�ek i APPROVED BY ��'' ��7�r�� T Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) 10050 NE 2nd Ave ` Miami Shores, FI 33138 Nose per. Phone 305 - 795 -2204; Fax 305 - 756-8972 L R 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: 12/03/09 10050 NE 2 Ave Miami Shores, Fl 33138 Re: Owner's Name: Denise Ede Aloise Property Address: 185 N.W. 106 Street Miami Shores, F1 33150 Roofing Permit Number: Dear Building Official: Denise Ede Aloise certify that I am not required to retrofit the roof to wall connections of my building because: 9 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) y / , "e )A'�/ -2� E. O* Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this y of 2� - ' 70c)? NOTARY PUBLIC -STATE OF FLORIDA * Expires: Marylou Hernandez Commission #DD930046 Notary Public, Sate of Florida at Large OCT.1 2013 BoxDaD T IRU ATtaa BONDING CQ,= " When the just valuation of the structure for purpose of ad valorem taxation is equal o or more than $300 00.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for th of to Wall connection Hurricane Mitigation. 'Property Information Map Page 1 of 1 My Home Miami -Dade County, Florida MIAMI°DADE Property Information Map Summary Details: F Folio No.: 11- 2136- 008 -0250 Property: 185 NW 106 ST Mailing DENISE EDE ALOISE TR A ddress: 185 NW 106 ST MIAMI �I. SHORES FL 107TH ST 1 133150 - Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL- SINGLE FAMILY Beds /Baths: /1 t�W 106TH S7 Floors: 1 Living Units: 11 "W 106TH 9T Adj Sq Foota e: 1,541 Lot Size: 9,465 SQ FT Y ear Built: 1950 DUNNINGS MIAMI 7 SHORES EXT 4 PB 48- � HW 105TH 5T Legal 20 LOT 9 BLK 205 LOT a y Description: SIZE 77.580 X 122 OR ;;. <.; '" 18402 -1940 1298 4 OR i r^' 18402 -1940 1298 01 Assessment Information: Hw taSTH 5T ear: 2009 2008 l: Land Value: $109,076 223,109 NW 104TH T Building Value: $127,171 135,288 Market Value: $236,247 358,397 Digital Orthophotography - 2007 0 113 ft A ssessed Value: $96,596 $96,500 Exemption Information: This map was created on 12/312009 10:02:37 AM for reference purposes only. ear: 2009 2008 Web Site © 2002 Miami -Dade County. All rights reserved. Homestead: $25,000 $25,000 2nd Homestead I YES YES Taxable Value Information: Y ear: 2009 2008 Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $46,596 $46,500 County: $50,000/ $50,000/ $46,596 $46,500 City: $50,000/ $50,000/ $46,596 $46,500 School Board: $25,000/ $25,000/ $71,596 $71,500 Sale Information: Sale Date: 12/1998 Sale Amount: 0 Sale O /R: 18402 -1940 Sales Sales which are Qualification isqualified as a result of Description: xamination of the deed View Additional Sales http: / /gisims2 .miamidade.gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.go... 12/3/2009 dl DEC. 14 .2009 SECTION 4402 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROCff CONSIDERATIONS ° ° ° ° ° ° ° ° ° ° ° ° ° ° °m ° °° 1524.1 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 44 of the Florida Building Code, Building 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 adjacent box indicates that the ite as been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 44, Section 4402 (High Nocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues 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 MX or. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be nailed in accordance with the current provisions of Section R4403 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system.) 3. Common Roofs: Common roofs are those which have no visible delineation between n . boring units (i.e. townhouses, condominiums, etc.) In buildings with common roofs, the roofing ntra r 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 ca a viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing na etrations of the underside of the decking may not be acceptable. 5. Ponding Water: The current roof system and /or deck of the building may not drain well and y cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of s ructural 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 un#i th original roofing system is removed. Ponding conditions should be corrected. 4scup Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not ov rloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if verflow pers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ac d nce with the Florida Building Code, Sections 4402, 4403 and 4413. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the in erior of the structural 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. Owner's /Agent's Signature Date Contractor's Signature 000 A I T •' ��"' r�r Miami Shores Villa ge Pro e s . ' ' • • FL �/3!) Permit Number 0 e4 APPROVED B�° DATE .. •' �• � .. . • • • • ' ZONING DEPT • ••• •• /� _ BLDG DEPT •• • • SUBJECT TO COMPLIANCE WITH ALL FEDERAL • • i • STATE AND COUNTY RULES AND REGULA TIOS NS u • • •• • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information Master Permit No. Process No. Contractor's Name Quality Roofing Contractor, Inc. Job Address 185 N.W. 106 Street ROOF CATEGORY IR Low Slope ❑ Mechanically Fastened Tile IR Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof E Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) 3 0 0 sqf t5teep Sloped Roof Area (SF) 1 7 0 0 sqf t. Total (SF) 2 0 0 0 sqf t . Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. 7- :1 I i • i i • . • ii 15.3a � : •: : : FLORIDA BUILDING CODE — BUILDING • •i• HIGH- VELOCITY HURRICANE ZONES F- Florida Building Code Edition 2004 HIGH Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill In specific Roof Assembly Components Fastener Spacing for Anchor/Base Sheet and identify Manufacture Attachment (if a component is not used, identify as ("NA) System Manufacture CertainTeed C orp. Field 8 °oc @ Lap, # Rows 3 @ - oc NOA No. 0 Perimeter 6 ° oc @ Lap, # Rows 4 (� 6 oc Design Wind Pressures, From RAS 128 or Comer 6 °oc @ Lap, # Rows 4 @ 6 oc Calculations: Number of Fasteners Per Insulation Pmax1: 2 , max2, 32. # max3: —124 Board Max. Design Pressure, From the Specific NOA Field N/A Perimeter /A Comer N/ A System - _ S Illustrate Components Noted and Deck: Type: wood Details as Applicable: Gaugerrhickness: 1 x 6 Woodblocking, Gutter, Edge Termination, Slope .5 Stripping, Flashing, Continuous Cleat, Cant Anchor/Base Sheet & No of Ply(s) N/A Strip, Base Flashing, Counter - Flashing, Coping, Etc. Anchor /Base Sheet Fastener/Bonding Material: Indicate: Mean Roof Height, Parapet Height, N/A Height of Base Flashing, Component Material, f Material Thickness, Fastener Type, Fastener Insulation Base Layer: N/A Spacing, or Submit Manufacture Details that Base Insulation Size and Thickness: N/A Comply With RAS 111 and Chapel 16. Base Insulation Fastener/Bonding Material: C ` J A A To Insulation L N A -` � ve� Top sf/ ayer. � � Top Insulation Size and Thickness: N/A A Top Insulation Fastener/Bonding Material: N/A Parapet Base Sheet(s) & No. of Ply(s): (1 ) base Height Base Sheet Fastener /Bonding Material: 1 1/4" Ring shank nails Ply Sheet(s) & No. of Ply(s): (2) ply 4 Mean Ply Sheet Fastener/Bonding Material: Roof Type 111 mopping asphalt H eight cr Top Ply Mirieral- Cap sheet 3 u • • �� • • • a-f�r ` • pop P ly, material: J E • • .: T"' ;Ij moping asphalt • • • • •1 • • • • • S'Utfacing : p��;• • • • • • • ••• • • • • • • • • FLORIDA BUILDING CODE — RESIDENTIAL •i• •• i . • • i ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2 High Veloolty Hurricane Zone Uniform Permit APPI10"on Form. sec #i on D Slooed Roof Sysien>< Roof System Manufacturer Hanson Roof Tile Notice of Acceptance Number: 0 7 _ 0 914.0 6 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations ):. _ 45.1 . -78.6 P3; -116.2 P1. Maximum Deeasign Pressure (From the Product AA?g val Specific System): S #eep�Sl d Roof System Descries Deck Type: wood 1 x 6 \� Type Underlayment: (1 ) 301b. ASTM D-226 I Roof lope Insulation: N/A Fire Barrier: I N/A I Ridge Ventilation? Fastener Type & Spaoin : aps �g ! YP 9 1 1 /4 R/S Nails 2 rows 12 " o/c i N/A Adhesive Type: I peel & stick \ Type Cap Sheet: pol stick TU file underla t Mean Roof. Height: 13' I \ Roof Covering: Hacienda Roof Tile Type &Size Drip 1 3 X 3 26ga. •..... Edge: gaffed g • • •• •• • i •:• ••• ••• • • • •• 1 �• •• . • • • • • • FLORIDA BUILDING CODE— BUILDING ••• •• •• • • • • • • ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based die systems. choose either Method I or 2. Compare the values for M with the values from Mt. If the Mf values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 12T' (P _45 _1 x X2$9_ =13-._03 - Mg: 6 - 8 =m,,6-23 Product Approval M 86 - 61 (P -78. x- 289 2 2.72 - M : 6.80 = M 9 2 Product Approval M 86.6 ( ,,1 16. 2. %- 289 3 - Mg: 6.80 = Mr ., Product Approval M 86.6 Method 2 "Simplified Tile Calculations Per Table Below' Required Moment of Resistance (Mr) From Table Below Pmduct Approval M M required Moment Resistance* Mean Roof Height � Roof Slope ,� 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34A 36.0 37.4 39.8 4:12 30.4 32.2 33.8 36.1 37.3 5:12 28.4 1 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must he used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based file systems use Method 3. Compared the values for F with the values forFr. If the F' values are greater than orequal to the Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127' (Pl: x L = x w: = __) - W: x cos 8 = Frl Product Approval F (P2: x L = x w: = ) - W: x cos (I = F Pnxduct Approval V (P ; : x L = x w: _ _) - W: x cos 8 = Frs Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier d Product Approval Restoring Moment due to Gravity M Approval Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated •• ••• • • • • • 11tinimwn 4ttac4int V Product Approval • • • • • • • • . stance • • • �� •• • • • • • ••Required `y ' esi. Fr Calculated Average Tile Weight W Product Approval • • • ••• o • • • • • Tile Diaperigir W lwidth Product Approval • • • • • • A)1 calc;lons muss be subped to the building official at the time of permit application. iLOVIDE► ir.1196143 COD; - 4ILDING 15.35 • r MIAM I.D MIAM DADS COUNTY, FLORIDA MIETRO -DADE FLAGLER BUILDING BUILDING CODE CONNIANCE OFFICE (BCCO) 141 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (MM 375 -2901 FAX (305) 375 -2908 N OTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34 Ave Deafleld Beach, FL 33442 SCOPE.. This NOA is Ding issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by .Miami =Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the 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 AH] may immediate revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida. Building Code. DASCRIrTION: Manson Hacienda Double Roll 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 heroin 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 terraination 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 potion of the NOA is displayed, then it shall be done in its entirety. IWVXVON: A copy of this entire NOA shall be provided to the user by the manufacturer or its t#stribdtoia W beaVailable for inspection at the job site at the request of the Building Official. -/ fgbk 1 t1irough7. The sudmutted documieation was reviewed by Jorge L. bo. •• • • • • • • • • NOA No.: 074914.06 • • • • ; • Expiration Date:J16l12 � 1? • • • Approval Date: - 121A M • Page 1 of 7 y ROOFING ASSEMBLX APPROVAL Category: Roofing Sub Category: Roofing Tile Material: Concrete 1. SCOPE This renews a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound MwMda and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirement, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION lanufactured by Test Product Auoltcuut Dions _one _on Length: 17W Low profile, interlocking, extruded concrete Hanson "Hacienda" Width: 13" TAS 112 roof file equipped with two nail hole and W thick double roll nibs. For direct deck or battened nail -on, mortar or adhesive set applications: Length: varies Accessory trim, concrete roof pieces for use Trim Pieces Width: varies TAS 112 at hips. rakes, ridges and valley terminations. Varying thickness Mianufactua ed for each the profile. 2.1 COMPONENTS OR PRODUCTS MAMWACTURED BY OTHERS Test Product DwM n s_ cations n, tntion Manufacturer Vertical Wood Battens Min. 1"x 4" Wood Preservers Salt pressure treated Generic Horizontal Institute LP -- 2 or decay resistant nth current NOA) Min. 1 "x 4" for use - lumber battens with vertical battenm or Min. l "x 2" for use alone TAS114 Corrasio�n resistant Tile Nails Min. 1(}dx 3" Appendix E screw or smooth Generic. shank nails (With current NOA) w • ; A FDate:1V86)b7 • • . Page 2 of 7 Test product Product NOMAD= Suedfi- adore ' 1? in�on Snufocb:rer #gx 2 W' long Corrosion resistant, Tile Screws 0.335" head dia. TAS 114 coated, square drive, Generic 0.131" shank dia. Appendix E galvanized, coarse (With current NOA) 0.175' screw thread thread wood screws dia. Clips Corrosion resistant Hurricane Clip & Mi . W width TAS 114 clips with corrosion Generic Fasteners MIn. 0.060" thick Appendix E resistant nails. (Wuh. current NOA) Clip Fasteners Min. 8d x 1 W' 2.2 E VIDENCE SUOUTTED Test Anencv Test IdentWer TeA NAMOIRmort Date Redland Technologies 7161.03 PA 102 Dec. 1991 7161 -03 PA 102(A) Dec. 1991 7161 -M . PA 108 Dec. 1991 PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails P0631 -01 PA 108 July 1994 Letter Dated Aug. 1, 1994 PA 108 Aug. 1994 Professional Service 224 -47099 PA 112 Sept. 1994 Industries, Inc. The Center for Applied 94 -060B PA 101 March, 1994 Engianeering, Inc. 94 -084 PA 141 May 1994 25- 7094 -1 PA 102 Oct. 1994 25- 7094 -7 PA 102 Oct. 1994 25 -70944 PA 102 Oct. 1994 Project No. 307025 PA 100 Oct. 1994 Test #MDC -76 25- 7183 -1 PA 102 Feb. 1995 25-7183-2 PA 102 Feb, 1995 25 -7214-2 PA 102 March, 1995 25-7214 6 PA 102 March, 1995 Celotex Corporation 528454-2-1 PA 101 SOP. 1998 Testing Services 520109-2 Dec. 1998 Waikgr hO edftg,hc.. .. Calculations Aerodynamic Multiplier March 1999 IBA C`dns>lltantst zinc.' ; •; „• 2381 -249 TAS 112 09120107 00 0 • � . � NOA No.: 0?- 09'14,06 • • . Expbution hates 12116/12 • " Approval Datm 12M►W • Page 3 of 7 •.. :., . 0 jo 00 . 0 0 „ 3• LMWATIONS 3.1 Fire classific 2dcm is not part of this accept ce. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 ma be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami Bade County Cued Perform quarterly test in SCCMdance with TAS 112, tort to ' submitted to the Building aPpen�x `A'. Such testing shall be 3.4 A�n�mum to a the � Code Compliance Office for review. Ymern shall be in compliance with the applicable Roofing Applications Standards listed motion 4.1 herein. 3.5 30190 hot mopped underlaymem applications may be installec1 Perpendicular to the roof slope unless sWed otherwhe by the Underbyment material manufacturm ublidwd literature. P 3.6 This acceptance is for wool deck applications. Minimum deck compliance with applicable building code. requirements shall be in 4. INSTAIU A►TION 4:1 Manson 'Hacienda' Roof Tile and its components shall be installed in strict compliance with Rooting Application Standard RAS 118,119, & 120.. 4.2 Data For Attachment Calculations Tuttle 1: Ae O MIC Multt 0119MV - A Ttle A ( Profile . Bandon lik anon DU*t Deck A Iloadon I Hacenda Tile 0.267 0. Tabl 92: TMIRestorin Mc n, due to GM ft ' Profile 3 °:12° 4 ":12" Profile 5 0 : 120 6 " :12" 7": 12" or Hansom Batters Direot Battens Direct Battens Direct Batons Direct Battens DUt Hacienda Deck Deck Deck Deck Deck TAe 5.92 6.8n 5.82 6.69 5.70 6.55 5.56 6.38 5.41 6.22 • ` 6 Phe 4 of 7 . ... • Table 3: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) For Nall -On ems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 1 (Min. 12W plywood) plywood) Harm 2 -10d Ring Shank 27.8 37.4 28.8 Hacienda Nails Tile 1 -10d Smooth or 8.8 11.8 4.1 Screw Shank Nall 2 -10d Smooth or 16.4 21.9 7.1 Screw Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or 24.3 24.3 24.2 Screw Shank Nall Raid CAI 1 -10d Smooth or 19.0 19.0 22.1 Screw Shank Nail Elva Cli 2 -10d Smooth or 35.5 35.5 34.8 Screw Shank Nails Field CAI 2 -1 Qd Smooth or 31.9 31.9 322 Screw Shank Nails Eave (di 2 -10d Ring Shank 43.0 67.5 50.9 Nails' 1 Installation with a 4• ills hoWWo and fasteners are loceted a min. of 2W from head of tile. Table 4: Attachment Resistance Expressed as a M oment Mt (it -Ibf) For Two Pony Adhesive Set Systems Tile 116 Application Minimum Attachment Profile - Reaslatence Hanson Hacienda Tile Adhesive 26.1 2 See manufactures ant appmyal for installation rft 6 3 FbAble Products Company TileBond Average weight per patty 11.4 gram. P Produce Inc. Average wiftft Per Polly 8 •• ••• •• '.' i i ••' •' •� • ...... NOA No.: ( Expiration Da>te:1?d & 2 `.' 0 V ; Approval Daf 6W 000 Table 4A: Attachment Resistance Expressed as a moment. Mf (ft-[bf) E-- For SI Adhesive Set Systw Tile Tile Applicetlon Profile Minimum Attachment Hanson Hacienda ?Ue p ., Resistance Darn Pol Pro 8661 Pol m Pal Proym 45.5 4 e M of of Po WOW. 5 Aflium acement of 2 ra►, Table 40: Attachment Reslet anae Expressed as a Moment . Mr (ftpibf) For Mortar Set tams Tile Tile Attachment Profile A Resistance Hanson Haciend4 Tile Mor. S S. LABELING All tiles shall bear "imprint or identifiable marlcing of the manufacturer's name or logo (See Detail Below), or following statement: ' Miami Dade County Product Control Approved I. n BANSON HACIENDA ROOF 1Wx T EM I1tENTIFICA nON MARK (LOCATED ON U M MIRE OF TILE} 6. BUILDING PERMIT REQUIRE VMWS 6.1 Application for building permit shall be accompanied by copies of the fallowing: 6.1.1 This Notice of Acceptance. 6.1.2 Any other doeuments required by the Building OffieW or applicable building code in order to properly evaluate the installation of this system. • •/►6 • 6•• gyp, }�.�. • • • • • Page 6 of? PROFILE DRAWINGS HANSON HACIENDA CONCRM -ROOF TILT FASTENER HOLES OVERLOCK dj UNDERLOCK END OF THIS ACCEPTANCE 6 6 • • • .. . • • •' NQA No.: 87 -NI4.06 • • • ; • • • • • • Eq6tlon Data:1?►tI6J12 .. • ; : • Approval Date: 1?JO A7 • . Page 7 ofd •.. . • ..: 00 • • • •• 000 i• 6i MIAMI DADE COUNTY. FLORIDA �Ma METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 15 MIAMI, FLORIDA 33130 -1556 3 PRODUCT CONTROL DIVISION (305) 375 -2901 FAX (305) 375 -29x8 NOTICE OF ACCEPTANCE OA Polyglass USA Ire. 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in area 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IRIIRX, TU, TU Plus and MU 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 Miarn "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 • •diclribgogs and shall be available for inspection at the job site at the request of the Building Official. '.Tht�!NQ�� revi j (?kNo. 06- 0424.03 and consists of pages 1 through 6. • • l ie'subYiitittad on was reviewed by Jorge L. Aceb i • ° • • ' �' • • • • • • NOA No 06- 0505.81 ••• •• % • • ; Expiration Date: 09113111 • . ; • Approval Date: 11/30106 Page 1 of 6 R OOFING COMPONENT APPROVAL Category: Roofing SubtCatworv_ Underlayment Ma SBS , APP Self - Adhering Modified Bitumen PRODUCTS DESCRIPTION: Test Product Prod Dimensions Soeeification Description Polystick P Roll: ASTM D 1970 A polyethylene top surface, self- adhering, underlayment 75' x 3' SBS polymer modified bituminous sheet 40 mils thick material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. Polystick Basik Roll: ASTM D 1970 A homogeneous, rubberized asphalt underlayment 65'8" x 3'3- waterproofing membrane, glass fiber 60 mils thick reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. Polystick IR/IRX Roil: TAS 103 and A fine granular /sand top surface self - underlayment 65'8" x 3'3 3 / 8 " ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a fiat roof file underlayment. Polystick TU Roll: TAS 103 and A heavy graauled surface self adhering, underlayment 32'l 0" x 3'3 ASTM D 1970 APP polymer modified, fiberglass or 100 mils thick polyester reinforced, bituminous sheet material for use as an 'underlayment in sloped roof assemblies. Designed as a a roof Ile underlayment. Polystick TU Plus Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'3'/ ASTM D 1970 adhering, APP polymer modified, (Facer of Membrane 80 mils thick fiberglass reinforced with a high strength Labeled in Orange polyester fabric, bituminous sheet material or Black Ink) for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. Polystick MU Roll: TAS 103 and A non - wicking fabric surfaced, self - underlayment 65'8" x 3'3 ASTM D 1970 adhering, APP polymer modified, 80 mils thick fiberglass reinforced,•b"idoms jh ' • material for use an an ijf I44ioat In : � � � • � sloped roof assemblie&.0&igned as'a metal roofing and roof tile underlayment. 00* Or 6 Y • MO o �4dKo • • E%tratioll � DatBy 09A 3/11 • • A1Sproval Date: 11/30/06 Page 2 of 6 . • •. • ••• . • :• •0 0 0 1• •0 .:. ! • . •.• • • EVIDENCE SUBMITTED: Date Teat Aaeacv Test identifier Test NametReoort Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14101 #02202.08.05 TAS 103 08/29/05 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 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type ll or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (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 cave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied.. All side laps shalt 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. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 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 • • : talse"l:be, pressed in place and formed around the protrusion to ensure a tight fit. A second • • •la 401ol f stick shall be applied over the underlayment. NOA No 06- 0505.01 Expiration Date: 09!13/11 • • • • Approval Date: 11/30/06 • . • . Page 3 of 6 ••• • • • • •• •• GENERAL LmTATTioxs: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basil and IRM may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofing, and.quany slate roof assemblies. Polystick P and Basiik shall not be used as roof file underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall-be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre - existing roof membrane as a recover system. 6. Polystick P and Basik shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick IRMX, or MU shall not be left exposed as a temporary roof for longer than 90 days after application. Polystick TU and TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass preserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. & in roof file application, data for the attachment resistance of roof tiles shall be as set forth in the roof file manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof file applications. Polystick UUM is limited to mechanically fastened roof tile applications. The maximum roof slope for use as roof tile under)ayment for (direct-to-deck) tile assemblies shall be as described below: Tile Profile Polystick MARX Polystick MU Polystick TU TU Plus Flat Tile 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation 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. 9. 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 for loading procedure. _ Roofing Tiles ( 6 Max. Per Stock) E 6 12 �•. 'r .- l • ala�rr�tea�te� PQL�GI47U.' • • •• AA Nd 06- Osa.0f a • _ Expiration Date: 09/13/11 Approval Data: 11/MA& • • • • $ag4 4 4.4 • • • • • • . • . . . • • ••• • • • ••• GENERAL Ln wATTioNS: 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/1M TU, TU Plus & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, 1R/IRX, TU, TU Plus & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IWIRX, TU, TU Plus & MU is not listed, a request may be made to the Authority Having Jurisdiction (AMJ) 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: All membranes shall bear the imprint or identifiable marking of the manufacturer's name or logo, the Miami -Dade County logo or the following statement: "Miami -Dade County Product Control Approved'. B UILDING 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. Po LYGLASS GENERAL AP PLICATION GUrmu:N S FoR P® LYSTICK 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 and Polystick MU 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 and Polystick MU should be back nailed in designated area marked "nail area, area pare 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 bd 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 2000 MB Plus trowel grade or other approved premium SBS modified trowel grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basic. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. 6.: ' t gicyopVounter- battens, as required by the tile manufacturers NOA's, must be used on all •, • • : props fd�p4 jslopes of T' /12" or greater. It is suggested that on pitch/slopes in excess of 6 " /l2 ", Sr"tions should be taken, such as the use of battens to prevent tile sliding during the .0 loading process. .. 0 0 0 • • • • • • • • • • : • NOA No 06- 0505.01 • Expiration Date: 09 /13/11 •;• ... Approval Date: 1150106 . • � � • � � Page 5 of 6 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick TU Plus, Polystick MU 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 MB 2000 Plus Trowel Grade Mastic or an approved premium SBS modified trowel grade mastic 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. 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. 13. Polyglass offers a 10 year Limited Material Warranty on all properly installed Polystick self - adhered underlaymerrts. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894.4563. 15. 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 v •• • 0 0 : 0 00 •.• • • • • • • • ' • NOA No 06,0505.01 Expiration Date: 09/13/11 . • • • Approval Date: I 30106 • Page 6 of 6 • :.000 • • • • •• •• ••• • • • ••• • i1RI� MIAMI -DADS COUNTY, FWRIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) MMRO -DADS FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLA STREET, surric i6a MIAMI, FLORIDA 331304563 NOTICE OF ACClEPTANC R (NOA) (305) 375 -2901 FAX (305) 375 -2908 Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Committee to be used in Miami Dade County and other areas when allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid aftei the expiration, date stated below. 'The BCCO (In Miami Dade County) and/or the AELT (in areas other than. Miami Dade County) reserve the right to have this product or material tested for quality assurance purpose. If this product or material fads to perform in the accepted manner, the mant>f m3fi rer will incur the expense of such testing and the AEU may immediately revoke; modify, or gu Pend, the use of such product or material within their jurisdiction. BCCO reserves the right to revolve this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as de=lvd herein, and has been designed to comply with the 1l'igh Velocity Hurricane Zone of the Florida Building Code. j ' D ESCRIPTION: Polypro®AH160 RENEWAIL 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 pmfomumm of this product. TERMWATION of this NOA will occur aim the expiration date or if there has been a revision or change in the materials, use, and/or mani&iNure of the product or prate. Misuse of this NOA as an andorsemeat 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 -Da& Comity, Florida, and followed by the expiration date may be displayed in advertising hieraum If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.61 -0521.82 and consists of pages 1 through 7 The submitted documentation was reviewed by J L. Accbo. .• ••• • • • . . 0 0 so •• • • • ' • • • • • • NOA No.: 06-0201.02 •• . . i . • • • •' Evtratimn Date: 05/10/11 • 0 • • Approval Date: 04/13/06 Page 1 of 7 • ROOFYNG ASSEMBLY APPROVAL: Cate�piry. Roofitg Sub Category: Roof tile adl d" blat Polyp SCOPE: Ibis approves Polypro* AH260 as maYUrf.rcftW by Polyfoam P=ftcts, Inc. as described in Section 2 of this Notice of Acceptance. For the 1009bons where the design presom reciuirements, as determined by applicable budding code, does not exceed the design pregnm values obtained by c iculations m compliance with Roofing Application Sbndard RAS 127, for use with approved flat, low, and high profile roof tiles system using Palypro® AR 160. When the attachment mWat ices are done as a moment based system for single patty placement, and as an uplift based system gcr double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Dhoendo Test Product DescEbWon Wadons PolyprodD AH160 N/A . TAS 101 Two component Polyaredme foam adhesive Foaznpro® R771000 N/A Mapensing Equipment ProPa&40 30 & 100 N/A Diqmsing Equipment PRODUCTS.IYIANUFACTURED BY OTHERS: Any Miami -lade County Product Control Accelrted Roof Tile Assembly having a current NoA which ii moment resistance values with the use of Polypro AR160 roof file adhesive, PHYSICAL PROPERTIES: Ail Results Density ASTM D 1622 1.61bs./& Commusdve S mSth ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 3623 28 PSI Parallel to rise Water Absorption ASIkD 2127 0.08 LWJRE Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07 Volume Chimp @ -40° F., 2 weeks +6.0% Volume Change @1SM,100"/ Humidity, 2 weeks e Closed Cell Ccmtent ASTM D 2856 86 Note: The physical properties fisted above are presented as qTW average values as determine$ by accepted ASTM test methods and are subject to normal manufaacturing va dojL ;' ; :. • : • • • • ; 0 0 *00 00 oo 1 ExpndnDatw*=©/11 Appr9W l$at6 04J1'3Mat • Page 2 of 7 . . . Do EVEDENCE SUBMITTED: Test A *, n v Test Identifier Test N�Re` Date Center for Applied Engineering #94-060 TAS 101 04/09/94 257818 -IPA TAS 101 12/16/96 2S-7438-3 SSTD 11-93 10/25/95 25- 7438 -4 2S-7438-7 SSTD 11-93 11/02/95 25 -7492. SSTD 11-93 12/12!95 Miles Laboratories NB:589 -631 ASTAR I31b23 02/01!94 Polymers.Divisibn Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research hudtvft 01- 6743 -011 ASTM E 108 11 /16/94 01-6739-062b[l] AS7M E 84 01116195 Trinity Eng tt ing 7050.02.96 -1 TAS 114 03/14196 C.elotex Corp. Testing Services 5284542 -1 TAS 101 10/23/98 528454 -9-1 52845410 -1 520109-1 TAS 101 12/28/98 520109-2 520109 -3 $20109 -6 520109-7 520191 - 1 TAS 101 03/02/99 520109-2-1 LLWrA.TIONS: 1. Fire classification is not part of this acceptanoc. Refer to the Prepared Roof Tilde Assembly for fire 2. PolyproS AHI60 shall solely be used with flat, low, & high the profiles. 3. Minimum undadayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile mammies acquiring acceptance for the use of PolyproO AH160 roof the adhesive with their file assemblies shall test in accordance with TAS 101. S. Roof Tile mamrfitcbm aoqumug acceptance for the use of HANDI -STICK roof the adhesive with their the assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. MS •• • • • • • • • NOA NO.: 06-001.02 • • ERgration Data Ow/iw/il ' •' :' Approval Date: 84/13/06 ° • Page 3 of ... . . . • 000 0 *00 so INSTALLATION: 1. PalyprodD AM 60 may be used with any roof the assembly having a currant NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in o=VHance with the Comp ment Application section and the g Placement bails noted herein. The roof We assembly's adhesive attachment with the use of Pobv" AR160 shall provide sufc lent attachment rcdstancc� expwased as an uplift bawl system, to mect or mooed the upM vosisWnce dd mhwd in compliance with Miami Dade County Roofing Apl*=tm Standards PAS 127. The adhesive aMwhawnt daft is noted in the roof tile assembly NOA 3. PolyproV AM 60 roof tfie adhesive and its 0001porients shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc Polypro* AHI60 Operating Instruction and Maintenance Booklet. 4. Installation must be by a factory Trained'QualiW Apphoatoro approved and licensed by Polyfaam Products, Inc. Polyfoam PM&M Inc shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equ*mt 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 W. 1.0 (B). The dispense tinmr shall beset to deliver o.0175 to 0.15 pounds per We as determined at calibration. No other settings shall be approved, 6. Polypi AH160 shall be applied with Foau;pro RTF1()00 or Propwja 30 & 100 ding equiproont only. 7. Polyprot AH160 shall not be exposed pa to stalight. & Tiles must be adhered in fieshly applied adhesive Tile mast be set within 2 to 3 minutes after PolyproO AFI160 has been dispensed.. p. PolypwS} AH160 placement and mfnimum patty weight shall be in accordance with the 'Placement Details` herein Each generic tile profile requires the sic Placement noted herein. Table 1; Adbesive Placement For Each Generic Tile Proffie Tile Proffle Placement Shag>e Paddy I Two Paddy W94* Detail Weight Atha• per paddy Mi. Flat; Low. Hi Profiles #2 35 ) N/A High Profile (2 Piece #1 1 17 /side on cap and N/A Barrel) Flat, Low, Ifigh Profiles — 7 #f2- 24 N/A Flat, Low High Profiles #3 g LABELING: All PolyproO AHI60 containers shall comply with the Sundard Conditions listed herein. ` BUILDING'PERMIT REQUIREMENT$: As required by the Building Official or applicable building code in order to pro aly evaM ; • ; :' : • • • • • installation of this system. . • . ... : .. .. • Espiratun 306 000/0 • ' : : : : Appr*d W6 04/!SM • Page 4 of 7 . . ... . . . •.. F ! , kpF3 d .. ... . . . . . • ••• •R• ... . . . ... . NOA No.: 06.0201.02 Expl mdm Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Out-, NOA No.: 06.0201.02 Expl mdm Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 .ADMsn PLACMUN ' AJL 2 SItcIS PAS •• • • • •• ••• •• .•• •.. ••f . • •• 1'oa: • _ fto • • • • Date: "Vii 000 • Page6of7 • • •.. . . • . . . . . . . . . . 0 0 0 . . ... . . ... ADHESIVE PLACEMENT DETAIL 3 .DOUBLE PATTY p PI* w ti w* p muw S PA* uncw the Std per► bftm tb paft fundertffe} 2hx71a. sbpaddyem } hx3IL hL 4 3t. 2 IL poly on 2 kf. 4 NO paddy under- wimed -Sir* Fasda mm ° on top of gig SO X Ontop Of GO % cmm Upedp undertUe ILX3h 4 ° a►wamt 2 ° NO P eft Eavc tae on top of t1b 2 hux 7 h gun EaYet tcaum only �o .. ... . . . . . .. •: • •::::.: •. END OF THIS ACCEPTANCE 00 0 00 000 • • • , •, • • • • • • NOA No.: 06- 0201.02 • • • ° • • • Expiration Date: OS110111 • • Approval Date: 04 /13 /06 Page 7 of 7 ... . . . . ... . . • itI I M MIAPM --DADE COUNTY, FLORIDA MLI MO -DARE VLAMXR BUILDING BUILDING CODE COMPLIANCE OMCE (WW) 140 WEST RLAGLER STI:EW, sUM 1643 PRODUCT CONTROL ONMON AGAA+SI, FLORIDA 33130.1563 (305) 375 -2901 FAX (3o5) 37S -29M NOTICE OR ACCEPTANCE ff A.� CertuinTeed Corporation (PAY 1400 Union Meeting Road, P.O. Box 1100 Blue Bell, PA 19422 SCOPE: This NOA a being rued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Prouct Review Coma nittee to be used in Mami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid doer the expiration date stated blow. The BCCO (in Mmm Dade County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to have this product or material bested for quality assurance purposes. If this product or ms:te W fails to perform in the accepted manner, the manufacturer will incur the wqmse of such testing and tare AM may immediately revoke, modify, or suspend the use of such product or material wxdm 1w jutudirtion. BCCO resava the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approval as desorc' bed herein, and has beer designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Cade. DESCRIPTION:.CertainTeed Conventional Anuift-Up-Roof SyMnis Over Wood Dealos LABELIilYG: Each unit shall bar a permanent label with the manufacrer's name or logo, city, Nate and following statement "Miami Dade County Product Coniaol Approved", unless otherwisei 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 c*de negatively affecting the performance of this product. TFitM[NATION of this NOA will ocwr afro the expiration date or if there has been a revision or change in the mateiials, nee, and/or manriActute of the product or pwAss. Misuse of this NOA as an endorsement of any product, for sales, advertising or any gear pmlx)sw shall m tonatic ally terminate this NOA. Failure to comply with any section of this NOA shalt be cause for termination and removal of NOA. 6 66 R ADVERTISEMENT-. The NOA number pry by the words Miami-Dade County, Florida, and followed by the wphadon dam may be displayed in advertising litendure. If any portion of the NOA is displayed, then it shall be done in its entirely. • : WIPM& X copy of this wAm NOA shall be provided to user by the manufacturer or its • be available for iaspection at tine job site at the request of the Building Official. This NOA renews NOA No. 03- 0827.05 and consists of page 1 thmugh 21. .. TIC su uitted.doc�on was reviewed by Jorge L. Ac.�. • • . • • • • • n V NOA No.: 08- 027.07 . . . • • • • Expiration Date: 06!19113 Approval Date OW Page 1 of 21 ... . . . ... . . t � RodmG AssnaLy Ap pROVAL Snb- C.atmr.. B fmg Deck Ty: Wood Pr mm .60 psf TRADE NAMSt OF PRO DUCTS MANLTI!`ACTUMM OR FLED BY APPLICANT: TABLE 1 Test Product ensfons Lion All Weather/Empire Base 36" x 72; Roll ASTM D 2$26 A coated, organic base sheet. Sheet w ��lbs. UL Type iS Flintglaso Mineral 36" X 36; Roll ASTM D 3909 Asphalt impregnated and coated Surbood Cap Sheet Weight 78 lbs. inorP* glass fiber surl'aaed with . (1•squ m) mineral granules used as the top ply in conventicaml built -up roof membranes. FtintglasS Ply Shut Type 36" x 18tH; Rolf ASTM D 2178 Filrglass, aiphalt impregnated ply slit. IV or VI weight 40ISS lbL Type IV or dI (S ) UL Type G1 Flm I-Glm or Floc I-Glas 36 b" x 108; Roll ASTM D 5147 SBS ModifId, fibarglass reinforced base FR Bassi Sheet ' u weight 90 lbs. sheet (3 saluam) G1asBase Base Sheet 36" x 108 Roll ASTM D 4601 Asphalt cad, g shy. weight 69 lbs. UL Type G2 (3 sqmm) No. 1 S Perforated Felt 36" x 144, Roll ASTM D 226 Orgoga asphalt saturated felt. weight 90 lbs. ( ). . Yonmites Mineral 36" x Roll ASTM D 249 Mineral Surfaced organic cap and buff Surfaced Cap Sheet weight 90 lbs. UL Type 30 shy. or 4 6 . s ` 6 Ose 000 S *0 • ww • • • 1�4}A �6&8227.Q7 • • COURNM fxpt mtlan Data: 06119113 Approval Datea.0 11 8. 1 0 • 1 APPROVED INSUI ATIONS: TABLE 2 Product Name Product Dese riptlon Rianufactarer (With Current NOA) FiintBoa rd SO Polyisocyanurats foam insulation CortainTeed PYROX Polylsogwurate foam insulation Apache Products Co. ACFoam 11 Polyisocyanurato fin ftwuladon Atlas EneaW Products ISO 95+ • PoWs og=urate foam insulation Firestone Building Products, Ino. High Donsity Wood Fiberboard Wool fiber insulation board generic Perlito Insulation Perlito insulation bard generic Dens Deck Water resistant gypstun board G P Gypsum Corp. MMGY :1, BNROY 2, Plus, Polyisocyanurate foam. irisumon Johns Manville UhmGarcl Gold, PSI-25 F Roof liisuMon Glass f bedMineral fiber insulation Johns Manville Fesco Board Expanded mineral fiber Johns Manville ISORoc Polyisocyanurato foam 1 rockwool Johns Manville composite imWation Paroc Cap ward Rockwool insulation Part* Inc. Multi -Max, FA y Poiyisocyarawate foam inssulatioa, RMAY, Inc. APPROVED FASTENERS: TABLE 3 Fastener Product Product Manufaavrer Number . Name Description Dimensions {With Current NOA) 1. #12 & #14 Dekf;st Insulation fastener Conat radon Fasteners, Inc. Fastener 2. DelAst Hex Plate GalYalume AZ50 stal plate 2'!g" x 3 Consftcdon Fasteners, Inc. 3. - Dakfast Lack Plate Polypropylene plate 3"x3 VP Consh uWan Fasteners, Inc. .... 4. • • . #12 & e # ` 114 Roofgrip bsulation fastener far wood nV Buildex Corp and steel. • • •:' $.: 3 i xirj ;j ;He=a Insulation fastener for wool rrw Buildmc Corp. • • • • • • • • FaSinn s and awl • , • • • • 6: Metal Plate • Galvalume stress plate, 3 "� 11W Buildex Corp. .. .. • • • • • • • • % NOA No.: 0840Z7►.07 Expiration Data 06!19/13 Approval Dam OW "• . Page 3 of SM 21 . ..... . . .... t APPR ®WD FASTZN M: TASLE3 Fastener Product Product Mmufacbmw Number Name Descrlgtioa Dhaeggl (With Current N9A) 7. ' Cw1ok Plastic. Plate PolyPMt a round plate 3,2" nv Buildex Corp. 8. UltraFast Dion hshmer for wood Johns Manville and steel. - 9. MmFast ASAP Pre4mmbled Insulation Johns Manville • fastener and plate 10. UftMFast Metal Phft Gtalvalu a AZSS steel plate 3" square � Johns Manville 3" round 11. U1txaFast Plastic Plate Density Polyolefm 3" round Johns Manville round 12. Olympic Fastener #12 & Insulation hsft #14 Olympic Mfg, Group, Inc. 13. Olympic Standard - Gralvalume AZSO steel plate 3 round Olympic Mfg. Cjroup, Inc. 14. Insul Fb Faster Insulation fad for steel SFS Stadler, Inc. and woad decks 15. Insul Fbm S Plate fume AZ50 steel plebe 3" round SFS Stadler, Inc. 16. Tru Fast Fasts Ikon tner for wood The Tm Fast Corp. and steel decks 17. Tra-Fast hp-3. Galvalume AZSO steel plate 3" round The Tru Fast Corp. 18. Tru Fast Plates Galvalume AZ55 steel plate 3" round The Tru Fast Corp. 19. Tru Fast Plazas PolyeOylere plastic plane 3" round The Tru Fast Corp. EVIDENCE TT>l : Test A Daft Factory Mutual Research Corp. Fastening Ran =wu FMRC 1996 01!01!96 • FMRC 4470 J.L #3Y&Al AM 03!23/96 ` d Exterior Research Design, Inc. TAS 114 3513.08.02 08/15/02 TAS 117 3515.07.03 07/22103 • • • • • • • • • • • Expiration Date: 009M 4094 421 Deck Type 1: Wood, Non - Insulated Deck Descriptions i9 /32" or greeter plywood or wood plank System Type E(2): Bass shot mechanically atEadW. All General and System Lions apply. Base Sheet: G1asBase base sheet or FlintSlas Premium Ply Sheet mechanically auached as ' detailed below. Fastening: Base sheet shall be lapped Ott and fastened with 11 ga. annular ring shank nails and approved tin daps Vox. in the lap and three rows suaered in the comer of the sheet 8 "o c. Ply Sheet Two or more plies of FUntglas Ply Shad (Type IV) or Flh#g w premium Ply Sheet (Type VI) or #15 Asphalt Pew Felt ply sheet adhwal in a full mopping of approved asphalt at an appkcation rate of20 -3511 lsq. Cap Sheet: (Optional) One ply of Flitrt w Mineral Surface cap shut adhered in a fill mopping of approved asphalt at an application, rate of 20-35 lbsJsq. Surfacing: (Required no cep shut is used) bsW one of the folio 1. Grovel or slag applied at applied and 300 IbJsq. restively in a flood coat of approved asphalt at 6016Jsq. 2. A two part coadng cmdsting of a base coat of Static Asphalt Fibared Emulsion at rate d3 galJsq. or Monof) rm compound; surfaced with 1 ga isq. Staa -Kool non -fired aluminum coaling or fibered APOC No. 212. Maximum Design Pressure: - 52:S - ps£ (See General Limitation 47) d • • • • • • •• ••• •• • • • ••• • • • • • : • • r • • • NOA No.: 08419 27.07 • . . . • • Expiration Date: 06/19/13 Approval Date: 0511 ... • ...... Page 19 of 21 ,.. . .% • WOOD DF= SYSTEM IaMRTATIONS: 1 • A shy required d with Ply 4 and Ply 6 wben used as a mcdWdcaliy fastened base or anchor GEN + RAL LEWTAnoNS: 1. Fire classification is not part of this a cG, =Ier to a ourt"A Approved p. fing blahs Directory for fire ratings of thus product; humlation may be 2. Product Cora Am�lled m mul#iple The first layer shall be attached in o mpliaace with asphalt applied With dw EVVT All layers shall be in a full mopping of approved R top and at a rate of 204o lbs./ the �g pattern of the �fy or mechanically attached using I All standard, panel sizes 'are acceptable, for mechanical attaohmrmt: When applied in approved asphalt; panel size shall be 4' z 4' moimum. 4. An overlay and/or recovery board insulation panel is ' foam insulations when the bare shat is fulhy mopped,I on an applications over closed cell shall be applied using spot mopping wig approves board � 12� diameter circles, 24" 0.0.; or strip is used the base shot ' mopped 8" ribbons in ft= rows, erne � each side lap and one down the center of the sheet allowing .a continuous area of venation. Encircling of the strips is not able. A 6" break shall be placed every IX in each ribbon to allow c s ventIation. Aslibah application of either system shall be at a minimum rate of 12 lbsJsxl. Note: spot awed gW be filmy to a maximum pressure of -4S pat S. Fastener spacing for won at<acbmOUt is band on a bfitd tum Chas a Force field as faired in compliance with Testing ApplicsW n, Standard TAS IOS. If the faster value,, as , are below 27S lb£ insulation attachment" not be acceptable. 6. Fastener spacing for mechanical attaahmew of anch oubase shat or membrane attachment is based on minimum � a m resisWM value in oon�junction with ft maximum design value listed within a spOOfie systemm. Should the fitsm resiftn be has than that required, as determined by the Building Official, a revised fastaner spacdng, Prepared, signed and sealed by a Florida, regisWmd Prof mssional Engines, Registered Architect or Registered Roof Consultant may by submitted. Said revised fastener spacing shall utilizer the withdrawal rest value taken f m Testing Application Standards TAS lOS and calculations in compliance with Roofing Applic edw Standard RAS 7. Perimeter and corm area shall comply with the enhanced uplift FVW" requi of these areas. ..Faster densities shall be- � f both insulation and base r heet as calculated in by 4 F aaee with Roofing Application � RAS 117. Capons a Florida registered Profasional 13figineer, RagWwed Arcbhw% or imp signed. and sated cons (When this limiation is RKNOally referred witbia this NOA, Registered im # w ill by not be appHcable.) 8. All attachment and sizing of pwimft mew , meal e� an&4 flashing termination designs conform to Roofing Application ion Standard RAS 111 and applicable wind load shall , 9. The maximum deemed prasere limitation lister shoal/ be applicable to all roof field, perimeters, and ). Neither rational zones (i.e. enhancer/ fastoni at enhancer. a��' nor elation shall be permitted for ng pane zones (i:e. perimeters, extended corners and corners). a �t is limitation is referred win this NOA, General 1 tUt¢� g • • • . END OF THIS ACCEPTANCE s 0* •.. Approval osn par ith of M_ )jy C ah 7 MY dy T Y ih 21 th th M o. M. ly Y N )r E t 2 S b S S 4 I 1 u _ — — _ fib M Hffift {gm u lul lly fastened to metal CMMULS HED CORP. 7M E SWIDWORD RD Pia BOX & drat Wool P elt; Is a suitable Wl Plh t Ply or P obwades auffivote !� a 1 � 1'qu�30 VAIZZY FORGE PA DO oxft for prated IJ o avet p bo dm�aybe ed�manyofthe w here � a ht of fc Me roof aecx Ly be #u any of the MMb* systems that c OMANIn I SMS" may be used in lieu of Ifty SO Base" in all Deck NC tncnns s Base Sheet: Type G2 Gleshase, ply Sheet: Type G1 Fiftogas or Type G2 Gladwe: SupF Gravel or.sla& Deft C-15/16* Iselin . 1/2 Base S Two layers Type G2 "Glaslsse" base sheet or Type Cl " aft l as Ply Sheet'• Deck NC Type Ca " ". Iodine: 33 Base Sheet: Two layers. Type 15 All W /J3Mpfte. � Gravel or staff. Indtai: 3 I> M tdjans PotyisoayWAi3le, mecbaaiaally 69XMW or hot mopped, g BeseSheak Two Two tofiveplies Type 15asphaltaWnworTypeG2aWbalt Indine:3 1 in. min, mecbenicAly &stuned or loot Bas e S eat: Three plies Type 15 asphalt shaded MIM Ut (per hot mopped who hot u0ng M*A t: 15/62 • � � Iutcliute: 3 ' ati •T ype G2 "Glasbase" oruLclessiaed vapor uutardl� • • • pd glasses Ow at wood any Maw - -- Deck C -15/32 Ind ine.1 /2 Base Sheets Two layers Type 15 "All Weather /Emphe ", Sadadnp Type G3 4 ?bnt Ras dal ". Deda C-14/32 hribe: 3/6 Vapor Rgbtder {Optional). • Type G2 "Giagnse" or UL Ctassifa T—lation (OpHonalk. One or more P ur a pedV^ $lass fiber or �tiaa Base Type G2 "Gastaase base sheet. Ply Sheets One layer Type G1 "}? highs" ply sheet. Cap Sheet. Me layer Type G3 "Plirdgles "rap sheet. rust HUR tOptia AM IsOgwwrate, wood fibe4 glass fiber, 2 fastened. Base Sheet: One or more plies Type G2, hot mopped or mect fasbssed. MY Sheer One or maae plies Type G1, "Fly IV" or "Ply mopped or medsanically fastened. -,