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RF-10-541
Miami Shores Village 10050 N.E. 2nd Avenue . .. [Flat Miami Shores, FL 33138 -0000 h "xo -ice Phone: (305)795- 2204 f 3 3r wiffiftRV .,' x Expiration: 1 1 1 Project Address Parcel Number Applicant 810 100 Street 1132060340060 Miami Shores, FL 33138- Block: Lot: DAN AND JOSEPHINE ROBBIN Owner Information Address Phone Celt DAN AND JOSEPHINE ROBBIN 810 100 Street MIAMI SHORES FL 33138 -2512 Contractor(s) Phone Cell Phone Valuation: $ 21,245.00 OBENOUR ROOFIN SHEET METAL E 305 -757 -2612 __ _ _,.. _..........., m .. __...:.:_ Total Sq Feet: 3079 Type of Work: Re Roof Available Inspections: Additional Info: TILE AND FLAT Inspection Type: Classification: Residential Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Roof in Progress Renailing Affidavit Cap Sheet Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.20 Invoice # RF -3 -10 -37449 Education Surcharge $4.40 Permit Fee - New Roof $325.00 04/07/2010 Check #: 5454 $ 272.20 $ 100.00 Scanning Fee $12,00 03/23/2010 Check #: 3605 $ 50.00 $ 50.00 Technology Fee $17.60 03/31/2010 Check #: 5441 $ 50.00 $ 0.00 Total: $372.20 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 April 07, 2010 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Copy April 07, 2010 1 W Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 142673 Permit Number: RF -3 -10 -541 Scheduled Inspection Date: May 19, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: ROBBIN, DAN AND JOSEPHINE Work Classification: Tile /Flat Job Address: 810 NE 100 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060340060 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments Inspector Comments Passe CREATED AS REINSPECTION FOR INSP- 139432. No tile loaded. NB Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 18, 2010 For Inspections please call: (305)762 -4949 Page 18 of 29 94 Z10 4%x xe W 10050 NE 2nd Ave o ®p a Miami Shores, FI 33138 Phone 305. 795.2204; Fax 305.756-8972 www.miamishoresvillage.com RE: Permit # �.��' �� 10 �'f� DATE: Q P INSPECTION AFFIDAVIT licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: L11 C On or about �l o Id . , I did personally inspect the roof deck nailing and /or (Date & time) // secondary W water barrier work at 210 DO SP (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retr It Manual (Based on 553.844 F.S) , /,.If / / � gn ure 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 R day of D t c- •rm01?f .ate s Sandra D. )Hart " �-- Chmmbdm Notary Public, Sate of Florida at Large la �}E X *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include-photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection ir FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Mimi, Florida 33177 * ® % Telephone: (305) 378 -1991- Fax: (305) 378 -1997 FLORIDA INTERNATIONAL ENCANU04G & TESTING LA Miami Dade Lab Certification # 07 -0612.11- Stale of Florida CA # 27273 ttarttsvaottF.�rreaa•tty� sat SITE SPECIFIC INFORMATION N2 18 27 Job Address: ho 41=/0V i • rzU. ®wner's ame : �� _ Contractor: ,5Xa® UP t «l Permit �� /a � � Install Date: ' Type of Tile: A110A/ Approx. Height ' Floor: - Z Type of Access: Scaffolds: Ladder: Slope: 3 ' ' 12- Test date: - / P l o App. Sq.Ft: Req. Force: 35 lbs• Testing Equipment: F.G.E. 100X,Shimno Instrument =------------------------------------------------------------------------------------------------------ TEST RESULTS P = PASS, F = FAIL Test UOM Polt Tit UPHIN PUR Test UJAR ft, R ; `ice upwt pull Tit [ Poll Lomfion Test (P or F) Lamt1w, Ted (P or F) Low4tun Test (P or F) 1 T (P or F) . ` I amp T (P or F) i 1 .5�j 21 41 61 81 2 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RaM ilb�d By: Mnayagar M. Balakrishnan V, P.E. State of Florida Lic # 63107 / � � Yes t , �.� � � � �:, -��► - � _ ' ` . , i J , .. �. I Miam Shores Villa e 1 - Building Department BY: ......... ,.,,�,,..,. 10050 N.E.2nd Avenue, Miami Shores, Florida. 33138 Tel: (305) 795.2204 Fag (305) 756.8972 BUILDING Permit N . '� I PERMIT APPLICATION Master Permit N o. FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) k --44 L} ))qn j Qd &1) -Phone # Owner's Address 9 / p )1 F City YLl ) A 9 4 �b Y e State zip Tenant/Lessee Name Phone # Job Address (where the work is being done) G ` U .11 City Miami Shores Village / County Miami -Dade zip 3/�} FOLIO / PARCEL # 6 0 3 6 6 Is Building Historically Designated YES NO Contractor's Company Name (.,.� t°�ld vv 6 6 �—/ �2 . Phone # Contractor's Address ` �� zu j - 7 �5< City A I AAA e S A D gt „�_ state zip l 3 Qualifier Name ,.7"a t°5 /> A _ X9 env (:>C, Y Phone# State Certificate or Registration No. 06 / 3 8 t Certificate of CoT'peteueyNo. M Architect/Engineer's Name (if applicable) '-' Phone # tt I Value of Work For this Permit $ . yd Square/ Linear Footage Of Work: Type of Work: E]Addition DAlteration EINew Repair/Replace ❑ Demolition Describe Work: r, e � f �C � / � � d1 I (�i✓ Submittal Fee CO 0 Permit Fee, $ CCF $ LJ CO /CC Notary $ 'Yr4t L Training/Education Fee $ q• Technology Fee $ Scanning $ f Radon $ DPBR $ Zoning $ �l Double Fee $ Structural Review. $ Total Fee Now Due See : Reverse side -� - Bonding Company's Name (if applicable) Bonding Company's Address City S e zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip Application is hereby made to obtain rm�thework 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. Asa 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 approved and a reinspection fee will be charged. Slignature Sign e Owner or Agent Contractor The foregoing instrument was acknowledged before me this 3 The foregoing instrument was acknowl dged before me this 3 day of T , 20 IV, by ( i day of olweA 20 by c� W is personally kn own to me or who has produced who is u�onally kn own to me or o has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Aawlm. Q)b 0, Print : Print: eats �lg s ' n #DD My Commission Expires: �Pkes. Aly, 1t�� k My Commission E $ytp� APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 02/08/0 NOTICE OF COMMENCEMENT CFM 201OR0211190 A RECORDED DOPY MbT BE POSTED ON JHf 106 SITE AT TIME OF FIRST I�H'R]J OR Bk 27232 Ps 1016 r t 11m ) RECORDED 03l36/2010 ) ,! HARVEY Rt1VIH: CLERK OF COURT PEtd1AfT No. -TAX FOLIO NO. /I �.�DO Lb�? OD� b n1 q1 -DACE CMTYr FLORI LAST PACE STATE OF FLORIDA ODLWTY OF MIAMI DADE: THE ILINDEIRS113NED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following infonriation is provided in this Notice of Commencement. E 1. Legal description of property and street/address: `� 1! /00 .S`T t� Sh ate s 3 3 1 3 2. Description of improvement: Gr --F C-,-7 4-1 C- ) It TI c.._ � 4 Ui t tL & dt 1 .4.4 - 3.Owner(s) name and address: ,¢n" T f fi 1J,� tv Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 6 96f J 0 vy c. 1 t N h 33f 3c 5. Surety: (Payment bond required y owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 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: 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: / 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording; unless a differe a is specified) Signature of Owner ,y Print Owner's - Name _�Ct �t/`I / 14 c 4 !�J �i %j Prepared by Sworn to and subscribed before me this -3t> day of ' 20!q . Address: - i Notary Public WV U 3 -kw Print Notary's Name PU-R- -'TA7f 1 OF 04RIDA S -MIXUrd 1J. Ilan My commission expir =�*• frariA086 '359 11901 - 3s 8104 PAGF3 APR- 02, 2013 > # iZ MRQATLAIMCDoimr4C ca. WC, SIATF OF FLORIDA, COUNTY OF DADS d� COt/Nt� I HEREBY CERTIFY that this 1s a true copy or the ,�� cit'c 0 V A original filed in this office on _ day of U N AD 20 W _ 714ESS ,ny hand and Official Seal. HARVE RUVIN. ERK otCucat Cou*Coons s<� By O.C. PR 114 'J 10050 NE 2nd Ave * WIlami Shores, FI 33138 H " Phone 305 - 795 -2204• Fax 0 - 3 5 756 -8972 h`ONro FCORiQP 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. - o: Miami Shores Village Building Department Date: I 10050 NE 2 I Ave Miami Shores, Fl 33138 2e: Owner's Name: rs,¢r� Property Address: NC e6 S7 14 ,tic i J teJ F) Roofing Permit Number: )ear Building Official: �f certify that I am not required to retrofit the roof to wall onn of my building because: f�7'The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please ttach proof of ad valorem taxation. The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or rith the rovisions of 1994 edition of the South Florida Building Code (1994 SFBC) ignature Print Name tate of Florida ounty of Dade he undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above roperty mentioned. worn to and subscribed before me this day of Klac 201Z Wary Public, Sate of Florida at Large ot!n thc lust V,iluaOon of the structure for purpose; of ad valorem taxation is equal to or more, ttr<ui � o0. 000.00, and (tie building was not constructed with u? Fig -1 SFSC Than you must.provide a bui dint al.�plir,ritfon from a General for the: �o,)( to tNall connection Hurricane Nlfiticatjort. Miami -Dade My Home Page 1 of 2 Y My Home MIAMI-D�C?E qt Show Me: Property Information -- - — -- — Legend Search By: Property Select Item 3- Boundary Selected Property I Text only Property Appraiser Tax Estimator Street Property Appraiser Tax A 4 Highway Comparison Miami -Dade County Portability S.O.H. Calculator ■ i Water Summary Details: N Folio No.: 11- 3206 - 034 -0060 Pro ert : 10 NE 100 ST W E Mailing DANIEL M ROBBIN &W A ddress: OSEPHINE 10 NE 100 ST MIAMI HORES FL 3138 -2512 I Property Information: 1100 SINGLE FAMILY Primary Zone: RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: /3 Floo Floors: 1 Floo Units: 1 Digital Orthophotography - 2007 0 .. 112 ft _ivin di Sq Footage: 2,684 Lot Size: 8 SQ FT Y ear Bulk: 1958 6 53 42 MIAMI My Home I Property Information I Property Taxes SHORES SEC 8 PB 14- I My Neighborhood I Property ppraiser Legal 3 LOT 9 & E1/2 OF LOT Description: 10 BLK 169 LOT SIZE Home i Using Our Site I About I Phone Directory I Privacy I Disclaimer 75.000 X 118 OR 15970- 769 0693 1 OR 15970- 769 0693 00 Assessment Information: If you experience technical difficulties with the Property Information application, Y ear: 2009 2008 or wish to send us your comments, questions or suggestions Land Value: $139,738 $283,942 please email us at Webmaster Building Value: $242,194 $294,979 Market Value: $381,932 $578,917 A ssessed Value: $197 $197 Web Site Exemption Information: ® 2002 Miami -Dade County. ear: 1 2009 1 2008 All rights reserved. Homestead: 1 $25,000 1 $25,000 12 nd Homestead7 I YES I YES Taxable Value Information: Y ear: 2009 2008 Applied Applied T axing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $50,000/ $50,000/ $147,380 $147183 County: $50,000/ $50,000/ $147,380 $147,183 City. $50,000/ $50,000/ $147,380 $147,183 School Board: $25,000/ $25,000/ $172,380 $172,183 Sale Information: http: / /gisims2. miamidade .gov /myhome /propmap.asp 3/30/2010 Owner's Notification Form r �,, , , d NMI r - delivering Excellence Every day" ww SECTIOIN 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWN � . Q OWNE NOTIFICATION P'��lt ROOFINC. CO_NSIDERA 'f IONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to Pi6vide" the owner wvi the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, 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 item 4's been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) 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 contractor. 2. Renaffing Wood Decks: When replacing roofing, the existing ood roof deck may have g y e to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida B ' lying 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 neighboring units (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the g roof decking can be viewed from below. The owner may wish to maintain the architectural. appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the op ion of maintaining this appearance. 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow J !T thatth' ' ' "f is not overloaded from a build up of water. Perimeter /edge walls or other roof exten y ack ' s discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to insta" o ' cu rs in accordance wo the Florida Building Code, Plumbing. - 7. Ventil on: Pdost roof structures should have some ability to ve l pir` gh the interior of the structura sseml (the buildilig itself). The existing amount of attic A t' r h not reduced. It may be benefick to consider additional venting which can result in extending' s I Ife of a roof. Owner's/Agent's Signature: Date: Contractor's Signature .. �u u, Permit Number: �. Property Address: 9/ 1 / S file: / / /CV Documents /.20and %20Settino sky /Desktop /SECTION_ 1524[1j.htm9 /27/2007 5:46:06 AM Page 1 of I High Velocity Hurricane Zone Uniform Roofing Permit Application Form MIAMI -DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION INSTRUCTION PAGE COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE REQUIRED DOCUMENTS AS NOTED BELOW. Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A, B, C 1,2,3,4,5,6,7 - rescriptive BUR RAS 150 A, B,C 4,5,6,7 Asphaltic Shingles A, B, D 1,2,4,5,6,7 Concrete or Clay Tile A, B. D, E 1,2,3,4,5,6,7 Metal Roofs A. 8, D 1,2,3,4,5,6,7 Wood Shingles and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance I NOA Cover Sheet ► NOA Specific System Description NOA Specific System Limitations I NOA General Limitations I Applicable Detail Drawings 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5.. Municipal Permit Application 6. Owners Notification for Roofing Considerations (Appendix " F" Form) Re -roofing or Repairs Only 7. Any Required Roof Testing/Calculation Documentation Any other additional data reasonably required by the Building Official to determine the integrity of the roofing system. Page 1 E-Codes Florida Building Code Edition 2004 High-Velocity Hurricane Zone Unfform Permit Application Form. Section A (General Information) Master Permit Process No. Contractor's Name Job YUP ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile 0 Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood ShinglestShakes Shingles ❑ Prescriptive BUR-RAS 150 ROOF TYPE 0 New Root Reroofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 147 2152. '7 Section B (Roof Plan 5077 Sketch Root Plan: Illustrate all levels and sections, root drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly Identify dimensions of elevated pressure zones and location of parapets. 2J x S - It 2- AY 1 A 1 - I --- Kim 7-1 I I . Roof ASSWBUES AND ROOFTOP STRUCTURE Florida BuNding Code EdM 2004 M �i''ve ► one zone unM m Puff Appiicot Form. FM In qwcMc a W kindly mmuuhct t'n' canponents Surfscing: � (N a axnponsnt is not used, identify as "NA ") Fastener Spacing for Anchor/so" Sheet Attachmerd: Sysmm NMnufacturer: Fbld: " oc Lap. N Rows ! O -oc PrO Approval No.:: _07 — /a. 0-3 . d 1 Perimeter: � ^. 06 4 , # Rows Design Wand Rows Pressu Corner:" !„aP it ws 4' 6 " nag, From RAS 128 or Calculations; oc @ � oc Pmautl: 2 _ P 2 L pmW: �3e Number of Fastener Insulation Board: �',d. Uft Deop Prom", !tent the specNlc Product Field Perimeter Comer AW"W syebm: _ z. S nlustrats Components Noted and Detaib as APPilcsbie: Type: J Woodbkioldnq, Gutter, Edge TenMnatlon, Strip Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter. 1 hlolatsss: Flashing, Coping, Etc. Indicate: Mean Roof Height, ParsW Height, Height of S aes Flashing. Component Material, Material Thickness. Fastener 8 No. of Ply(sj. Type, Fastener Spacing or Submit AnohoNBap Sheet �'�'' frc ;: , ondMy MateHal: � 1.....�.a�� 16 ��tY f ft*m Is �r C iL 'l ro/f /� c ,/ BaM tnsulatbn Slav and Thickness• '1 `/' � ' ,� r— � .5 � Bus 111"WhItIon ing Hal: Parapet p 1bPon La Height T op baulagon 81ze end Thickness: T TOP kw Faddensr/Bonding iMaterial: -' . -' -- II. ®aseSh" BNo. '`r •ti ✓� dt�lt° 1 � ( r i Height Ban Stmt ' sI m No. of Ply(*): P!y Sliest F AA1� ; _ s 1 TeP �3��civ � g To I: RAM OtM. M e CODE — BWt.LNNCi ROOF SSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity hurricane zone Unitorm Permit Application Form. Section D (Steed QloQe Roof Svstem,) Roof System Manuf turer: Notice o f Acre t nce, tuber: Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): 7 P2: 141 - h P3: 1: __. ---- Maximum Design Pres rc al Specific System): (From th ZS uc App � oof S X$T�tT.i..Q��sd Deck Type: W"tr.r( - FtA. ✓k. Type Underiayment: A lD Z Z G - '5 Roof ope: y : 12 Insulation: k Fire Barrier: dIA d Ridge Ve tilation? Fastener Type & Spacing: f �� ��( � � a f � Adhesive Type���, Type Cap Sheet:. / H '07 Roof Coverin �/f f,,t f ✓�� /"�� t Mean Roof Height: �' ��,��� 5 � e'lo� (' Type & Size Drip ZG fa. y,flr Edge: i i I I FLORIDA BUILDING CODE — BUILDING f I � ROOF ASSEMBUES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Forts. Section E ITile Calculations) For Moment based the systems, choose either Method t or 2. Compare the values for M with the values from Mf. If the Mr values are greater than or equal to the M values, for each area of the roof, then the the attachment method is acceptable. Method I "Moment Based Tile Calculations Per RAS 127" (p • ! x 1l �� p = Mg_ = Nlrt , c 7 Product Approval Mf (P t k k� = M 11 Product Approval Mr I R t _ o L '� �Q Mg• (P3 X . i y a? 9 Mg: M L- =� Product Approval Mr 7tri Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf M, required Moment Resistance* Mean Roof Heigh -► 15' 20' 25' 3 W Roof Slope j 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4.12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 323 34.9 6.12 26.4 28:0 29.4 30.5 32.4 7:12 24A 25.9 27.1 28.2 30.0 *Must be used in conjunction with a list of moment based file systems endorsed by the Broward County Board of Rules and Appeals. 'r For Uplift based the systems use Method 3. Compared the values for F with the values for Fr. If the F values are greater than or equal to the Fr values. for each area of the roof, that the file attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (Pt: x L x w: _ ) - W: x cos B = F Product Approval F x L x w: _ ) . W x cos 0 = F Product Approval F' (P2 _ = F Product Approval F' (P3: x L x w: _ _J • W . x cos 8 r3 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 0 Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to M8 Product Approval Gravity Attachment Resistance Mf Product Approval Required Moment Resistance M Calculated Minimum Attachment r product Approval Resistance Requited Uplift Resistance Fr Calculated Average Tile Weight W Product Approval L = length Product Approval Tile Dimensions W = width PPro 1 AII calculations must be submitted to the building official at the time of permit application. 15.35 FLORIDA BUILDING CODE -- BUILDING MIAMI- MADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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: Vanguard Roll Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. 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 consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.07 © Expiration Date: 12/16112 N Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category Roofing Sub - Category: Low Profile Roofing Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. 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 Monier Lifetile LLC 1= 16 -1/2" TAS 112 Low profile, interlocking, high pressure Vanguard Roll Tile w = 13" extruded concrete roof tile equipped with one '' /z" thick nail hole and double roll ribs. 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 w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix H PA 108 (Nail -On) Redland Technologies PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94 -060B Static Uplift Testing March, 1994 Engineering, Inc. PA 101 (Adhesive Set) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) NOA No.: 07- 1023.07 ° Y Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency Test Identifier Test Name/Report Date Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 PA 108 (Nail -On) The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -76 ❑ PA 100 The Center for Applied 25- 7183 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -2 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -2 Static Uplift Testing March, 1995 Engineering, Inc. 25- 7214 -6 PA 102 (1 Quik -Drive Screw, Direct Deck) (I Quik -Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing Sep. 1998 Testing Services 520109 -2 PA 101 Dec. 1998 Walker Engineering, Inc. Calculations Aerodynamic Multiplier August 2007 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. Evaluation Calculations Aerodynamic Multipliers October 2007 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Nutting Engineering TAS -112 13343.1 June 2007 NOA No.: 07- 1023.07 n r — � Expiration Date: 12/16/12 Approval Date: 12/20/07 qW Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 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 Monier Lifetile Vanguard Roll Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) Monier Lifetile Vanguard Roll 9.2 1.38 1.08 Tile Table 2: Aerodynamic Multipliers - X (ft) Tile X (ft ) 2, (ft') Profile Batten Application Direct Deck Application Monier Lifetile Vanguard- Roll Tile 0.266 0.289 Table 3: Restoring Moments due to Gravity - M ft-lb Tile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 11 :12" 7 ":12" or Profile greater Monier Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Lifetile Deck Deck Deck Deck Deck Deck Vanguard 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 i 4.78 5.44 Roll Tile NOA No.: 07- 1023.07 ° Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19/32" plywood) plywood) Monier Lifetile 2 -10d Ring Shank Nails 27.8 37.4 28.8 Vanguard Roll 1 -10d Smooth or Screw 8.8 11.8 4.1 Tile Shank Nail 2 -10d Smooth or Screw 16.4 21.9 7.1 Shank Nails MM 25.8 25.8 22.9 47.1 47.1 49.1 1 -10d ew 24.3 24.3 24.2 Shank 1 -10d w 19.0 19.0 22.1 Shank Nail Eave Cli 2 -10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Cli 2 -10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Cli Table 6: Attachment Resistance Expressed as a Moment Mf (ft -Ibf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetile Vanguard Roll Tile Adhesive 26.1 1 See manufactures component approval for installation requirements. 2 Flexible Products Company 7ileBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weight per pattv 8 arams. Table 7: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monier Lifetile Vanguard Pol foam Pol Pro TM 86.61 Roll Tile Pol foam Pol ProTm 45.5 3 Large paddy placement of 54 rams of Pol Pro TM". 4 Medium paddy placement of 24 rams of Pol ProT"" NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mr(ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Monier Lifetile Vanguard Roll Tile Mortar Set 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement: "Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.07 d Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING 11" 1 -114" 16 - 1/2 " 13" MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Y Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 MIAMI- DADE MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) 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 Review Committee 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 BCCO (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. BCCO reserves 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 approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by J rge L. Ac NOA No.: 06- 0201.02 Expiration Date: 05/10/11 1. Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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 Polypro® AH160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro A14160 roof tile adhesive. PHYSICAL PROPERTIES: Proper Test Results Density ASTM D 1622 1.6 lbs. /ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs. /Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm /Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05110111 a_ Approval Date: 04/13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 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 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AE 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 Polypro® 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 F'= 2 MS _ NOA No.: 06- 0201.02 - Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Y INSTALLATION: I. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 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 Polypro® AH160 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. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min. (grams) (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 g LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. _ NOA No.: 06- 0201.02 � r Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL I SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Underlayment Urderlayment Paddy (Beneath Tile) 1 1 _ 10 in in 10 in. Eave Course in e Fascia Eave Course Fascia Weephob Eave course only: Eave course only: Eave closure Eave Closure Keep adhesive approx. Keep adhesive approx. Drip edge 4In. up from weepholes 4 in. up from weepholes Nail through plastic cement Paddy (Beneath Tile) Optional 2x4's for 1) Place enough adhesive to achieve 17 to 23 Underlaymerd steep p square inches in contact with the pan file itch applications Nail through plastic cement Z) Turn covers upside down. Place adhesive 112 In, To 1 in. From outside edge of cover file. Then install the tile. ° ib Underlayment in. _ 2 in. Eave Course Eave Closure Eave course only: Remov Keep adhesive appmx. 4 in, up top poAion Fascia from weepholea of the eave / Sheathing course cover tile. Abut to second course of pan tiles. Ensure eave and of Optional pan and rover files are Point-up Mortar Bush at eave line, on longitudinal edges of file Eave closure Weephole Fascia Bo r (mortar shown) NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 ` Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy (Beneath Tile) Nail through plastic cement Paddy (Beneath Tile) Underayment Underlayment 1 1 Tin. i in. / i2 in. ° Eave Course ° Fascia Fascia Weephole Eave Course Eave closure Eave Closure Drip edge Nail through plastic cement paddy (Beneath Tile) Underlayment o Ti Eave Closure Eave Course Fascia _ NOA No.: 06- 0201.02 Expiration Date: 05110111 Approval Date: 04/13/06 Page 6 of 7 i ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under tile (between Ole) Underlayment Single paddy between tile o Paddy (under tile) 2 in. x 7 in. medium 0 ° size paddy eave ^ course only Single paddy 31 under tilein. x 3 in. x3in. Single paddy on 2 in. 4 in. Single 4 in ' J� in under- paddy on layment ° under- layment Single paddy Fascia Eave course on top of tile Weephole Single paddy 2 in. X 7 in. medium Eave Eave closure on top of the size paddy eave Course Fascia course only Drip edge Nail through plastic cement Single paddy under the Single paddy between tile ° -- in.x 3 in. 4 in. Single paddy ° on undedayment 2 in` Single paddy Eave Closure on top of tile 2 in. x 7 in. medium Eave Course size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05110111 Approval Date: 04/13/06 Page 7 of 7 M IA M I-DADE MIAMI -DADE COUNTY, FLORIDA _ METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 03- 0501.02 and consists of pages l through 30. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1203.01 �.. Expiration Date: 11/06/13 MwMwaDECOUnrnr Approval Date: 03/06/08 C'.... . Page 1 of 30 r APPROVED ASSEMBLIES Membrane Type: SBS Deck Type II: Wood, Insulated Deck Description: 19/3211 or greater plywood or wood plank System Type A(1): Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Density /fe EnergyGuardTm PolyIso, RA, RN, EnergyGuardTM Composite RA, Minimum I" thick N/A N/A Wood Fiber, EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board Minimum %:" thick N/A N/A EnergyGuardTM Perlite Minimum %" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 2040 lbs /100 fe. Please refer to Roofing Application' Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of EnergyGuardTM, Perlite or wood fiber overlay board on all polyisocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShieieNon- Asphaltic Fiberglass -Based (Optional) Underlayment or SecurockTM. Anchor sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT Eliminatorrm Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROIDO 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat- WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS Ply 4, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any Options: of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM # 12 standard, # 14 or # 1.5 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) NOA No.: 07- 1203.01 Expiration Date: 11106113 M�AMH:)"E Approval Date: 03/06/08 �Fjajnlga Page 8 of 30 GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52. S psf, See General Limitation #7) GAFGLAS 980 ULTIMATM, RUBEROID 20, RUBEROID Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM # 12 standard, # 14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill - TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Base Sheet: (Optional) Install one ply of GAFGLAS #75, GAFGLAS #80 ULTIMATM Base Sheet, GAFGLAS PLY 4, GAFGLAS Flex P1yTM 6, GAFGLAS STRATAVENT EliminatorTM Perforated (laid dry), RUBEROID Modified Base Sheet, RUBEROV MOP Smooth, RUBEROID 20, RUBEROV SBS Heat - WeldTM Smooth or RUBEROID SBS Heat- WeldTM 25 directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq (see General Limitation #4). Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4, GAFGLAS Flex PIyTM 6 sheet, GAFGLAS #80, RUBEROV MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. Membrane: One or more plies of RUBEROID 20, RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, RUBEROID Mop 170 FR, RUBEROID Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROV ULTRACLAD or RUBEROID Dual FR fully adhered in an approved asphalt at an application rate of 25 lb. /sq. f 15 %. NOA No.: 07- 1203.01 Expiration Date: 11!06/13 MwMMMDECOUNTY Approval Date: 03/06/08 Page 9 of 30 1 , Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 3001bs. /sq. respectively in a flood coat of approved asphalt at 60 lbs. /sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal. /sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening Above NOA No.: 07- 1203.01 141AMMaoECOUNn Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 10 of 30 r WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply "" 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens Deck or 1 /z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: I. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4'x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of 45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 2751bf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 11 I and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended comers and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 913-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 1203.01 MIAMI DADE COUN7Y Expiration Date: 11/06113 " • ' Approval Date: 03/06/08 Page 30 of 30 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY IIJ 192 ROOF COVERING MATERIALS (TEVT) ROOF COHERING MATERIALS (TEVT) Roofing Systems (TGFU)– Continued Roofing Systems (TGFU)– Continued Base Coat: "A -38 Series', 0.75 gal /sq. "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite `; Second Base Coat: "A -3& Series', 0.75 gal /sq. insulation in any of the following NC Classifications. Wear Coat: "A-38 Series", 0.75 gal /sq plus walnut shells at 0.75 Ibs per Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot sq . Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal /sq. Surfacing: " A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per Class A, B and C u sq. Hot roofing asphalt, for use with organic and glass felts or modified bitumen 46 Deck: NC Incline: 3/4 membranes. Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 Ib /ft, " Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of Surfacing: Spray application of 28 to 34 -mils "U- 8730" (aluminum) "Ruberoid Mop" SBS products in any applicable Classification— 47 Deck: NC Incline: 1/2 Class A Insulation: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.3 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass l Surfacing: Spray application of 28 to 34 -mils "U- 8782" (ivory) fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite / - GAF MATERIALS CORP R1306 urethane composite, wood fiber/ isocyanurate composite, phenolic, any thickness. 1361 ALPS RD, WAYNE NJ 07470 Ply Sheet: Three or more layers Type G1 "GAFGLAS Ply 4" or "Ruberoid 20" or "Ruberoid Modified Base Sheet" may be utilized as an "GAFGLAS Ply 6 ", hot mopped. alternate to Type G2 base sheets in any of the following Classifications. Surfacing: Gravel. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) G -P Gypsum 2 Deck: C-15/32 Incline: 2 DenSDeck@ may be used in any existing noncombustible deck Classification. : Insulation (Optional): One or more la perlite, wood fiber, g lass When this is done, the resulting roofing system is acceptable for use over P Y ers P combustible (15/32 in. min) roof decks. The joints in the gypsum board and fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite / ' overlayment board are offset 6 in. with the joints in the deck. If polystyrene is urethane composite, wood fiber/ isocyanurate composite, phenolic, any ; part of the roof system, it must be placed below the overlayment board. thickness. P P Y Y Y Y Y YP Y Also, multiple lies of "GAFGLAS P1 4" or "Ply 6" may be adhered to G -P PI Sheet: Three or more layers Type G1 "GAFGLAS P 4' or ,H Gypsum DensDeckOO in hot asphalt. "GAFGLAS Ply 6 ". EnergyGuard UItra" is an acceptable alternate to "EnergyGuard" in any Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap applicable Classification. Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- 3. Deck: NC Incline: 2 tally attached or hot mopped over noncombustible decks and as a recover over Insulation (Optional): One or more layers perlite, wood fiber, glass;` existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER- fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite /„ GUARD" insulation in any of the following systems. urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in <'.. Unless otherwise indicated, the roof insulation is mechanically fastened, max. adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- Ply Sheet: Two or more layers Type Gl "GAFGLAS Ply 4" or "GAF - rene reference in any of the following Classficatons include "ENERGuard EPS GLAS Ply 6 ". Insulation ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap References to glass fiber insulation include "EnergyGuard Fiberglass Insu- Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". lation ". 4. Deck: NC Incline: I/2 ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Sheet" or Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fberi "GAFGLAS #80 ULTIMA" ) is a suitable alternate for Type Gl asphalt glass mat system. fiber ply sheet ("GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) in the Class A, B or 5. Deck: C -15/32 Incline:I C roof systems indicated below. The roof deck may first be covered with a Type G2 asphalt glass mat base Slip Sheet (Optional): Red rosin paper, nailed to deck. sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be;, Stratavent Eliminator Venting Base Sheet (Nailable)" . Perforated to be nailed). mopped and nailable to be mechanically attached granule side down. Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4" or GAFGLAS As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS #75 Base Ply 6 ". Sheet ", "GAFGLAS #80 ULTIMA' or "GAF Stratavent Eliminator Venting Base Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet (Nailable)" may be substituted for G1 asphalt glass fiber ply sheet Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6" ) as the nailed base ply in the 6. Deck: NC Incline: 3 following systems. Base Sheet: One layer Type G2 " GAFGLAS #75 Base Sheet ". Bottom ply or base sheet may be solid mopped, spot mopped or mechani- Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4" or "GAF'" cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani_ GLAS Ply 6 ". tally fastened. Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Ca "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". Class A, B or C systems listed below. 7. Deck: C -15/32 Incline: 2 When "perlite" is referenced, this includes "GAFTEMP PERMALITEO" or Insulation: One or more layers perlite, glass fiber, isocyanurate, ure any other UL Classified perlite insulation. thane, perlite /isocyanurate composite, perlite /urethane composite, ph Crushed stone or slag are suitable alternates for gravel in any of the Class A, nolic, 1.0 in. min (offset from plywood joints 6 in.). B or C systems listed. Base Sheet: One or more layers Type GI, G2 or G3. Structural cement fiber building units are considered suitable to be included Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule) as a deck in the following Class A, B or C systems listed over C -15/32 or NC. "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule The use of gypsum board under any of the following Class A, B or systems does not adversely effect the rating. The use of 1/2 in. min gypsum board is an or "Ruberoid Mop Plus' (granule). acceptable alternate for insulation over C -15/32 decks. Cap Sheet: Type G3 "GAFGLAS Mineral Surfaced Cap Sheet o The use of polystyrene insulation board between min 3/4 in. perlite board "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a 8. Deck: C -15/32 Incline: 2 suitable alternate for isocyanurate board in the following Class A, B or C Insulation (Optional): One or more layers perlite, wood fiber, gl systems. fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite "BMCA EnergyGuard RA ", "BMCA Tapered EnergyGuard RA" and "BMCA urethane composite, wood fiber/ isocyanurate composite, phenolic, an EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- thickness. tion in any of the following Classifications. Base Sheet: Two or more layers Type G2 or G3. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Ply Sheet (Optional): One or more layers Type G1. a Felt Systems with Hot Roofing Asphalt ". Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule GAFGLAS #80 Premium Base Sheet may be used in any of the following "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granul systems. "GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 or "Ruberoid Mop Plus" (granule). LOOK FOR THE UL MARK ON PRODUCT 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY 194 ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)- Continued Roofing Systems (TGFU)- Continued 3. Deck: C -15/32 Incline: Unlimited Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness Insulation (Optional): One or more layers perlite, wood fiber, glass Membrane: "Ruberoid Torch Granule 1" (modified bitumen). fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ Slip Sheet: 0.004 in. polyethylene (not UL Classified). urethane composite, wood fiber/ isocyanurate composite, phenolic, any Surfacing: 3/4 in. thick concrete with one layer of No. 10 Summerville thickness. Quarry tile (or equivalent) grouted in place. Ply Sheet: Three or more layers Type GI "GAFGLAS Ply 4" or 5. Deck: NC Incline:2 "GAFGLAS Ply 6 ". Insulation (Optional): Perlite, glass fiber or wood fiber, any thickness. ,} Surfacing: "Weather Coat Emulsion" at 3 gal /sq. Membrane: "Ruberoid Torch Granule 1" (modified bitumen). FLUID APPLIED COATING SYSTEM Surfacing: 3/4 to 1 -1/2 in. diam river bottom stone at lMNb W or 1. Deck: NC Incline: Unlimited concrete pavers weighing not less than 10 lb /sq ft and spaced not more Surfacing: "Weathercote Low VOC" or "Weathercote" - 2 gal /sq. than 1/8 in. SINGLE PLY MEMBRANE ROOFING SYSTEMS (MODIFIED 6. Deck: NC Incline: 3 BITUMEN) Insulation: a)Polystyrene, 2 in. max, b)Isocyanurate, any thickness laid Unless otherwise indicated phenolic insulation may be used in any of the loosely. following systems. Membrane: "EverGuard SR" or "EverGuard FB ", 40 -100 mil (TPA) laid Unless otherwise indicated any of the following Single Ply Membrane loosely. Systems may utilize multiple layers of Ruberoid Membrane. y' "GAF Premium Aluminum Roof Coating" may be used on any of the Surfacing: River bottom stone (3/4 - 1 -1/2 in. diam) at 1000 lb /sq or following Classifications not exceeding 1/2 in. concrete roof pavers. "GAF Weater Coat Emulsion" may be used on any of the following 7. Deck: C -15/32 Incline: 1/2 noncombustible Classifications not exceeding 1/2 in. Slip heet: One or more la Atlas Roofing FR50 ", mechanically Ruberoid a Modified Bitumen Adhesive, Monse y Corp. BA Gold" d P layers g y y or p• "MBA fastened. Karnak "No. 81" adhesives may be used in any of the following noncombus Membrane: "EverGuard TPO Plus ", 45 mil. tible deck Classifications. Tropical Asphalt "No. 711 AF" adhesive may be used in any of the following Surfacing: River bottom stone, (3/4 to 1-1/2 in. diam) at 1000lbs /sq or Classifications. concrete roof pavers. GAFGLAS #80 Premium Base Sheet may be used in any of the following 8. Deck: C -15/32 Incline: 1/2 systems. Base Sheet: Two or more layers Type G2, "GAFGLAS Basesheet #75", , (Optional) Noncombustible deck classifications are applicable for use over mechanically fastened. combustible (15/32 in. min plywood) decks when 1/ 2 in. (min) gypsum board Membrane: "EverGuard TPO` Plus ", 45 mil. or 1/4 in. (min) G -P Gypsum DensDeck® are used directly over the deck with Surfacing: River bottom stone, (3/4 to 1-1/2 in. diam) at 1000 lbs /sq or i all joints staggered 6 in. (min) from plywood joints. concrete roof pavers. A vapor barrior may be optionally installed under all systems utilizing "EVERGUARD" insulation. "EVERGUARD" insulation is an acceptable Class A - Fully `Adhered alternate in any polyisocyanurate insulation of the following systems. GAF- 1. Deck: NC Incline: 1/2 GLAS Perlite may be used as an option over EVERGUARD insulation. GAF- Insulation (Optional): One or more layers perlite, wood fiber, glass ' GLAS Stratavent Perforated Base Sheet may be utilized as an additional ply fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite / in any of the following systems. urethane composite, wood fiber/ isocyanurate composite, phenolic, any, The following membranes may be used interchangeably within their own thickness. group: Base Sheet (Optional): One or more layers Type G1, G2 or G3. A. "Ruberoid Torch Granule ", "Ruberoid Torch Granule Plus ", "Ruberoid Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), Torch Granule 1 ", Ruberoid Torch 180. "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule)' B. "Ruberoid Mop Smooth ", "SBS HW Smooth ", "Ruberoid 601 Cap Plus ", or "Ruberoid Mop Plus Granule" (granule). Ruberoid 30" . C. "Ruberoid Mop Granule', "Ruberoid Mop Plus Granule', "SBS HW Surfacing: Gravel, 400 lbs /sq, loose laid or applied in a flood coat of hot' Granule ", "SBS HW Plus ". roofing asphalt. D. "Ruberoid Mop 170 FR (1 sq) ", "Ruberoid Mop 170 FR (1/2 sq)" . 2. Deck: NC Incline: 1/2 E. "Ruberoid Mop FR 2 ", Ruberoid 30 FR ", "Ruberoid SBS Heat Weld 170 Base Sheet (Optional): One or more layers Type Gl, G2 or G3. FR". Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule)F F. "Ruberoid 20 ", "SBS HW (Heat Weld) 25 ". "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule), G. "Flame Free 180 FR ", "Ruberoid Torch FR ", "Brai Supreme Plus APP or "Ruberoid Mop Plus Granule ". Granule FR ", "GBSP- 250FR ", "Brai Supreme -APP Granule FR" . Coating: Karnak No. 97,1-1/2 - 3 gal /sq. Unless otherwise indicated, the Modified Bitumen (Granule) membrane may 3. Deck: NC Inclined /4 be surfaced with "Fireshield :MB" at 2.5 - 3.0 gal /sq, and the incline of the Insulation (Optional): One or more layers perlite, wood fiber, glass' resultant system would be increased to a 3/4 in. incline. But if the incline of the Classified system is greater than a 3/4 in. incline, the incline of the roofing fiber, any thickness. system would be maintained when surfaced with "Fireshield MB" at 2.5 - 3.0 Base Sheet (Optional): One or more layers Type G2, G2 or G3. gal /sq. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule) Unless otherwise indicated "Ruberoid EnergyCap SBS 30FR" is an acceptable "Ruberoid Torch Granule Plus ", "Ruberoid Mop Granule" or "Ruberoid',' alternate for "Ruberoid 30 FR" or "Ruberoidd Mop 170 FR" in any applicable Mop Plus Granule ". Classification. Coating: Karnak No. 97,1-1/2 - 3 gal /sq. Class A - Ballasted 4. Deck: C -15/32 Incline: 1/2 1. Deck: NC Incline: 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure' Insulation: One or two layers "Isotherm R ", any thickness, loose laid or thane perlite /isocyanurate composite, perlite /urethane composite, phe mechanically fastened. nolic, 1 -1 /2 in. min thickness (offset from plywood joints 6 in.): Membrane: Any UL Classified membrane used in a ballasted system. Base Sheet: One or more layers Type G2 or G3. Surfacing: River bottom stone, 3/4 to 1 -1/2 in. diam, 1000 Ibs /sq. Ply Sheet (Optional): One or more layers Type Gl. 2. Deck: C -15/32 Incline: 1/4 (NC -2) Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule); Insulation: Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule)'; Membrane: "Ruberoid Torch Granule 1" (modified bitumen). or "Ruberoid Mop Plus Granule ". Surfacing: Gravel at 400 lbs /sq, loose laid or concrete blocks, at 10 Surfacing: Karnak No. 97,1-1/2 - 3 gal /sq. lbs /sq and spaced not more than 1/8 in. 5. Deck: NC Incline: 1/2 3. Deck: NC Incline: 3 Base Sheet (Optional): One or more layers Type G1, G2 or G3 Insulation (Optional): Perlite, glass fiber or wood fiber, 3/4 to 1 -1/2 in. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule)'° Base Sheet (Optional): Type 15 asphalt organic felt or Type G2. "Ruberoid Torch Granule Plus ". Membrane: "Ruberoid Torch Granule 1" (modified bitumen). Surfacing (Optional): Karnak "No. 97 or "169" at 1 -3 gal /sq of Surfacing: Gravel Grundy Ind. "20 F Emulsion" at 3 gal /sq. 4. Deck: C -15/32 Incline: 1/4 6. Deck: C -15/32 Incline: 1/2 LOOK FOR THE UL MARK ON PRODUCT ,j� 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) ROOF COVERING MATERIALS (TEVT) 195 Roofing Systems (TGFU)— Continued Roofing Systems (TGFU)— Continued r Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- Ply Sheet (Optional): One or more layers Type G -1, hot mopped in nurate, urethane, perlite /isocyanurate composite, perlite/ urethane com- place. posite, 1 -1/2 in. min. Membrane: One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Base Sheet (Optional): One or more layers Type G1, G2 or G3. Mop Smooth ". Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), Membrane: One layer "Ruberoid Mop 170 FR" (granule). "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) 19. Deck: NC Incline: 1/2 or "Ruberoid Mop Plus Granule ". Insulation (Optional): One or more layers perlite, glass fiber, isocya - Surfacing: Gravel. nurate, urethane or perlite /isocyanurate composite, any thickness. Deck: C -15/32 Incline: 1/2 Base Sheet: One or more plies Type GI or G2, hot mopped or adhered Insulation (Optional): One or more layers perlite, wood fiber, glass with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ applied adhesive at 1 -1/2 gal /sq. urethane composite, wood fiber/ isocyanurate composite. Membrane: One layer "Ruberoid Mop 170 FR ", hot mopped or adhered Base Sheet: Two or more layers Type G2 or G3. with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold Ply Sheet (Optional): One or more layers Type Gl. applied adhesive at 1-1/2 gal /sq. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), 20. Deleted "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) 21. Deck: C -15/32 Incline: 1/2 or "Ruberoid Mop Plus Granule ". Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber Surfacing: Karnak No. 97, 1 -1/2 - 3 gal /sq or gravel. any thickness, hot mopped or mechanically fastened. 8. Deck: NC 1, Incline: 1/2 Base Sheet: One or more plies Type G2 "GAFGLAS #75" base sheets, Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- hot mopped or mechanically fastened. nurate, urethane, perlite /isocyanurate composite, perlite/ urethane com- Membrane: One or more plies "Ruberoid 30 FR" hot mopped in place. posite, 1 -1/2 in. min. 22. Deck: C -15/32 Incline: 1/2 Base Sheet (Optional): One or more layers Type G1, G2 or G3. Insulation (Optional): Polyisocyanurate, wood fiber, perlite, or glass Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), fiber any thickness, hot mopped or mechanically fastened. "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) Base Sheet: One or more plies Type G2 "GAFGLAS #75" hot mopped or "Ruberoid Mop Plus Granule ". or mechanically fastened. Surfacing: Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. Ply Sheet: One or more plies "Ruberoid 20 ", hot mopped in place. 9: Deck: C -15/32 Incline: 1/2 Membrane: One or more plies "Ruberoid 30 FR ", hot mopped in place. Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. 23. Deck: C -15/32 Incline: 1/2 min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ Insulation (Optional): Fiber glass or perlite, mechanically fastened. urethane composite, phenolic, 1 -1/2 in. min. Base Sheet: One or more layers Type G2, hot mopped or mechanically Base Sheet: One or more layers Type G2 "GAFGLAS #75 Base Sheet ", fastened. hot mopped or mechanically fastened in place. Ply Sheet: Two or more layers Type Gl, hot mopped or mechanically Ply Sheet: One or more layers Type GI "GAFGLAS Ply 4 ", hot mopped fastened. in place. Membrane: "Ruberoid 30" or "Ruberoid Modified Cap Sheet 601 ", hot Membrane: "Ruberoid Mop 170 FR "• mopped in place. Surfacing (Optional): "GAF Fibered Aluminum Coating' at 1 -1/2 Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum gal /sq or "GAF Weather Coat Emulsion' at 3 gal /sq. Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof 10. Deleted Coating" at 1 to 2 gal /sq. 11. Deleted 24. Deck: NC Incline: 1/4 :12. Deleted Insulation (Optional): Polyisocyanurate, perlite, glass fiber or wood )3. Deleted fiber, 2 in. max. 14. Deleted Base Sheet: Type 15 asphalt organic felt or Type G2, mechanically 1k. Deck: C =15/32 Incline: 1/2 fastened or adhered with hot roofing asphalt. Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Membrane: "Ruberoid Torch Granule 1" (modified bitumen). perlite /isocyanurate composite. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof or mechanically fastened. Coating" at 1 to 2 gal /sq. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in 25. Deck: C -15/32 Incline: 1/4 place. Insulation: Two layers glass fiber (staggered joints), I in. each. Membrane: "Ruberoid�Mop 170 FR ". Base Sheet: Type G2, mechanically fastened or adhered with hot 6. Deck: C- 15/32 Incline: 1/2 roofing asphalt. Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or Membrane: "Ruberoid Torch Granule 1" (modified bitumen). perlite /isocyanurate composite, offset 6 in. from joints. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Base Sheet: One or more layers Type G -2 or G -3 base sheet, hot mopped Asphalt Roof Coating" at 1 to 2 gal /sq. or mechanical) fastened. Y 26. Deck: NC Incline: 1/4 Ply Sheet (Optional): One or more layers Type G -1, hot mopped in Membrane: "Ruberoid Torch Granule 1" (modified bitumen). place. Surfacing: Karnak Chemical "Karnak No. 97 Fibrated Aluminum Membrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Asphalt Roof Coating' at 1 to 2 gal /sq. _Smooth ". 27. Deck: NC Incline: 1/2 MembYane�_ One layer "Ruberoid Mop 170 FR ". Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max, 17. Deck: NC Incline: I mechanically fastened or adhered with hot roofing asphalt. Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, Base Sheet: Type G2 or "Flex Base 60" (modified bitumen), mechani- urethane or perlite /isocyanurate composite. cally fastened or adhered with hot roofing asphalt. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped Membrane: "Ruberoid Torch Granule 1 ", heat fused. or mechanically fastened. Surfacing: Monsey Products "Endure Aluminum Roof Coating ", Ply Sheet (Optional): One or more layers Type G1, hot mopped in "Weather Check" or "Pro -Grade Aluminum Roof Coating ", 1.5 gal /sq. place. 28. Deck: NC Incline: 1/2 Membrane: One layer "Ruberoid Mop 170 FR" Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ 18. Deck: NC Incline: 1/2 urethane board, 2 in. max, mechanically fastened. Insulation (Optional): Perlite, fiber glass, wood fiber, isocyanurate, Base Sheet: Type G2 (modified bitumen), mechanically fastened or urethane or perlite /isocyanurate composite. adhered with hot roofing asphalt. Base Sheet (Optional): One or more layers Type G -2 or G -3 base sheet, Membrane: "Ruberoid Torch Granule I" (modified bitumen), heat hot mopped or mechanically fastened. fused. is LOOK FOR THE UL MARK ON PRODUCT