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RF-12-495Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 179044 Permit Number: RF- 3- 12-495 Scheduled Inspection Date: September 27, 2012 Inspector: Bruhn, Norman Owner: CLAYTON, MARK & JUNE Job Address: 9145 NW 1 Avenue Miami Shores, FL 33150- Project: <NONE> Contractor: MAINLAND CONSTRUCTION CO Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number (305)758 -9528 Parcel Number 1131010170180 Phone: 305 - 225 -5571 Building Department Comments RE -ROOF TILE AND FLAT Infractio Passed Comments INSPECTOR COMMENTS False Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 177908. CREATED AS REINSPECTION FOR INSP- 177810. CREATED AS REINSPECTION FOR INSP- 171374. No ladder permit or plan . NB cancelled by angie REPALCE 3 BROKEN TILES. JR September 26, 2012 For Inspections please call: (305)762 -4949 Page 37 of 43 A 1R 1. A , 7C N C. ,. IIII vII April 27, 2012 Mainland Roofmg Company 3740 NW 80 St Miami, FL 33147 RE: TILE UPLIFT TEST PROJECT INFORMATION PROVIDED BY THE CLIENT: 9145 NW 1 Ave Miami Shores, Florida Property ID: 11- 3101 -017 -0180 Permit#: 12 -495 Date inspected: April 26, 2012 Date completed by: April 16, 2012 Roofmg Contractor: Mainland Roofmg Company Carlab, Inc Project # 12 -7404 Testing lab Certificate #: 09- 0127.04 Dear Sirs, In accordance with your request and authorization, a representative of Carlab, Inc completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No.106 Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 2600 square feet, and the mean height of the roof is less than 30 feet above ground surface. The type of file used for this project was reported to be Santa Fe Spanish S Roof Tile. This tile was reported to have been foamed in place. At the time of this testing, one test for every corner, one test for every 100 square feet of roof tile in the perimeter area and one test for every 200 square feet of roof tile in the field area were tested. Initially the entire area of the roof was examined for loose tile. More than 10% of the roof tile located in the field area and more than 20% of the roof tile at the roof perimeter and comer were physically examined. The results for this report are valid at the time of testing only. Walking on roof or any other type of physical disturbance may alter these results. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above mentioned protocol. Attached please fmd a copy of our test report for your review: Should you have any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respec `,�►�ubmitted, S''rgio Labiste, P 61733 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 Test Test load (lbf) Test Status 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass TILE UPLIFT TEST FOR Residential Home 9145 NW 1 Ave Miami Shores, FL Project#: 12 -7404 Test Test load (lbf) Test Status 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass Test Test load (lbf) Test Status 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass 85 35 Pass 86 35 Pass 87 35 Pass 88 35 Pass 89 35 Pass 90 35 Pass 91 35 Pass 92 35 Pass 93 35 Pass 94 35 Pass 95 35 Pass 96 35 Pass 97 35 Pass 98 35 Pass 99 35 Pass 100 35 Pass 101 35 Pass 102 35 Pass 103 35 Pass 104 35 Pass 105 35 Pass 106 35 Pass 107 35 Pass 108 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 *FAX: 305.226.0438 Test Test load (lbf) Test Status 109 35 Pass 110 35 Pass 111 35 Pass 112 35 Pass 113 35 Pass 114 35 Pass 115 35 Pass 116 35 Pass 117 35 Pass 118 35 Pass 119 35 Pass 120 35 Pass 121 35 Pass 122 35 Pass 123 35 Pass 124 35 Pass 125 35 Pass 126 35 Pass 127 35 Pass 128 35 Pass 129 35 Pass 130 35 Pass 131 35 Pass 132 35 Pass 133 35 Pass 134 35 Pass 135 35 Pass 136 35 Pass 137 35 Pass 138 35 Pass 139 35 Pass 140 35 Pass 141 35 Pass 142 35 Pass 143 35 Pass 144 35 Pass 145 35 Pass 146 35 Pass 147 35 Pass 148 35 Pass 149 35 Pass 150 35 Pass 151 35 Pass 152 35 Pass 153 35 Pass Test Test load (lbf) Test Status 154 35 Pass 155 35 Pass 156 35 Pass 157 35 Pass 158 35 Pass 159 35 Pass 160 35 Pass 161 35 Pass 162 35 Pass 163 35 Pass 164 35 Pass 165 35 Pass 166 35 Pass 167 35 Pass 168 35 Pass 169 35 Pass 170 35 Pass 171 35 Pass 172 35 Pass 173 35 Pass 174 35 Pass 175 35 Pass 176 35 Pass 177 35 Pass 178 35 Pass 179 35 Pass 180 35 Pass 181 35 Pass 182 35 Pass 183 35 Pass 184 35 Pass 185 35 Pass 186 35 Pass 187 35 Pass 188 35 Pass 189 35 Pass 190 35 Pass 191 35 Pass 192 35 Pass 193 35 Pass 194 35 Pass 195 35 Pass 196 35 Pass 197 35 Pass 198 35 Pass Test Test load (lbf) Test Status 199 35 Pass 200 35 Pass 201 35 Pass 202 35 Pass 203 35 Pass 204 35 Pass 205 35 Pass 206 35 Pass 207 35 Pass 208 35 Pass 209 35 Pass 210 35 Pass 211 35 Pass 212 35 Pass 213 35 Pass 214 35 Pass 215 35 Pass 216 35 Pass 217 35 Pass 218 35 Pass 219 35 Pass 220 35 Pass 221 35 Pass 222 35 Pass 223 35 Pass 8730 SW 25 STREET • MIAMI • FL • 33165 • PHONE: 305.283.3512 •FAX: 305.226.0438 N N 44 C AR L A B, 1 N C. ��/� »ANON IIICEHTlIC AUTKORIZKRON 6.19 I STA 8W. 2S sr. MAX MI. FL 33165 TEL 316 263.3SW FAIL 30S 3266636 LEGEND + FIELD TEST - PERIMETER TEST O CORNER TEST ® BROKEN TILE TO BE REPAIRED PRI ❑R TO FINAL INSPECTION APPROX. ROOF TEST LOCATIONS AND DIMENSI ❑NS 4D G Naar. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PE ICATION FBC Permit Type: BUILDING ROOFING RECEIVED MAR 21 gig Permit No. 12—R Master Permit No. OWNER: Name (Fee Simple Titleholder): Mak (1400A Phone#: Address: 41'15 NW 1 Ave City: Nl;cwii 5 hoes State: F1. Zip: 33150 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 41145 NW 1 Ave City: Miami Shores County: Miami Dade Zip: 331E 0 Folio/Parcel #: 11- 3101- 017 - 01W0 Is the Building Historically Designated: Yes NO / Flood Zone: CONTRACTOR: Company Name: Afin;a)ONCJ Coukfrytifrat Phone #: 305 - 69i -7763 Address: 37110 NW $p 54- City: A iaw)i State: FL Zip: 33/4 7 Qualifier Name: Jose Vav+lt Phone #: 786 -28'6 -5571 State Certification or Registration #: CCC 132551$ Certificate of Competency #: Contact Phone #: 305- 6'U 7143 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ I 000 Square/Linear Footage of Work: 2,700 Type of Work: ❑Addition ❑Alteration UNew 'Repair/ /Replace Description of Work: keroaf 'hies putd 4141' Color +W yb 4-lit ❑Demolition Submittal Fee $ Permit Fee $ ©0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 3D2- 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 ET.FCTRICAL 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 ) days after the building permit is issued. I the absence of suc . .. = notice, the inspection will not be approved and a - , spection fee will be charged. Signature er or Agent The foregoing instrument was acknowledged before me this day of / [� , 20 12 , by AAAPA C(syf , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Q Sign: Print: My Comm APPROVED BY (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Signature ntractor The foregoing in trument was acknowledged before me this day of Mar a , 20 11. ,, by 115E. ivKZ who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Plans Examiner Structural Review Sign: Print: My Commissi r ANGIE ESCOBAR '_ MY COMMISSION # EE049613. EXPIRES December 16, 2014 407)398.0153 Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO. I -3101 7-o10" THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: NS i"i 1 aye_ p� st f' � FL. 2. Description of improvement: Ferert "We, £ i D+ 1111111111111111111111 111 1111111111111111 1111 GFN 2012R01459E6 OR Bk 28015 Ps 2914; (1ps) RECORDED 03/01/2012 10:09:02 HARVEY RUVINr CLERK OF COURT IMIAl1I -DADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 3. Owner(s) name and address: .0.4 . Y_ day{@in CH i Ri►✓ 1 of e Interest in property: Oa.a..a r' Name and address of fee simple titleholder. i oi.V' 2 4. Contractor's name, address and phone number. 4 Nl1-o, �, 51•04(1) FL A4 -reorAN :, FL. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number 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, address and phone number 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, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Prepared By Print Name Title/Office Or ner(s)' Authorized Officer /Director/Partner/Manager Prepared By Print Name Title /Office STATE OF F COUNTY OF MIAMI -DADE Th for of ins,/ e fir knowledged before me this DA By �i /r/iark C Chin ibt u. y I,T Pe 0 • or ! rfi Ilowin uy COMMffs 'sib # 4 EXPIRES December 06, 2014 3660153 L'I inonti is1!lih7•r_1o[i[ILLVY_ Under penalties of perjury, I declare th that the facts stated in it are tru Signature(s) of Owne By 123.01 PAGE 3 3/10 °► day of Fe 6Y+oN for type of iden • on: Public: nt Name: <S ' (SEAL) FLORIDA STA ti S I have read the foregoing and e best of my knowledge and belief. ner(s)'s Authorized Officer/Director /Partner/Manager who signed above: By STATE OF FLORIDA, COUNTY OF DADE I HE l YCERZ1FYMet Mk is a frf a ct y Mho M nkre f t of 'FATNESS hand and Oftcral Seal, of Circuit %Ntigg, ,52.¢70 mt.= ri nv •I \ ,-;•.f-• :1 . • n , 3, 4U H. ..*Derc'-‘4->ti rviraini r Michael Chavei 9145 NW 1 at Avenue Y, tAl-E-ATzsD ZrP Miami Shores, FL rig:Aim .of Wo 31912012 Jts-r:DTJM3M I 13- et6tk.L Same r:J „..3; v-,11 %. Roof in am t,-.)a.n.,3 .A INO We he y s rebubm spec it ificatonis and estimaes t for the fawlloing work: ... , Remove & R Roof f as fellows; 26.0 Square 620.0 I 16,120.00 - Remove existing roof to deck & take out old nails t__ 1-. . t_. a Remove & rep' . ce amilor r- ep :-, ir damaged wood up to 2U squarefijnear ft(/) a Renail roof th, ck to with ring shank nails (6" o.c. in field & 4" ex- on eaves) Unit Price Total: I Install 1" x 2" pressure treated furring strips on all eaves as needed Install 301b. base sheet with galvanized ring shank nails & tin caps s _ install new 26 gauge galvanized eaves drip 3" x 3" • Install new vents, lead stacks .& required fleshing i• nstall new valley system with 28 gauge galvanized metal Install self-adhered risbeilzed moat/ bitumen tile underiayrrierif (2) _ . . a Install galvanized metal ridge channels- - Install cement eave closures with weep toe s on eaves - Install Spanish 'S° Clay Tile Fume Blend by US Tile using Polyfoam system of insta or other roof finish approved by Owner of comparable price Retrieve & replace fiat roof with 801b, base sheet : Rubetiod 20 modified 4. figimen Rnembrerie & mineral surfaced cap sheet hat Mopped maintenance free built-up system uare 470.0 1..880.00 Approxim ate date of commencement 2 weeks 4proxirnate corn pletion date:wee . Ztrs .. ...___ ._......... .... ..........._ {Sue-,..t ro availability 61 pen+lit, rhateciale & weather oanalliora) . . . _____ . . . ,. ... „..... (1) Extra wood will be billed at $1.75 p sil for plywood, $225 p VT for 'plank deck, facia, soffits &truss repairs „....... . „____ ._. . . . . {2) 30 Year manufacturer's warranty is incIud.ed iiern Owen's Corning iortile-iinderlai . ........_ ______ _ ..,__ . ........._ . ... _.._.....,. • _. . . .... .„. . _ ,_........,......._ .. .. ...,._ ...._............ .___. oe Removal of roofing debris, sales taxes, permit fee, tile uplift test 8:15 year labor IV rranty is inciudeti in price. Tothi ..„_ . . . _ —_,..__ 18,000.00 . _.... __„. .... We hereby propose to fush labor and materials, .complete in accordance oith.the above- spocilYeetions end contract provisions on reverse side f o r the amount : ©f $18,000,00 w i t h payment s. as f o l l o w s : Depos i tof 1070 0 the ernount.pf $1,abo.00. Upon Roof - Dri-in 40% in the ernoUni of $7.200.00 . Upon Completion 30%in the amount of55,400.00-. Upon faction $3,-600.00. Ali Materie are .guarariteed to he a epet:Wiecl and ytiarni-Dei.-approved_ Ali ...... , • work to be -completed th a a warkrnanlike manner. according to standard practices. . ,....... Note: This proposal rrray be withdrawn by us if notaocepted vaithirt 30 days. , hns-Ve-±4Liez, Supervisor Ac ceAarfee f5. Pal The above priCe, apeOicatichs ,. trOnditioris and Standajdlopt-7*.i-c755",_ ions. on.reverse side .are satisfactory and are herebY accepted. /a. You are authorized to do the work as speeded. Date Of Acceptance ainfand Constrtion Company Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Madic (1 h. Property Address: 9145 N W I Avt Roofing Permit Number: `- 11 -4015 Dear Building Official: I Mark Clay }on certify that I am not required to retrofit the roof to wall connections of my building because: `slThe just valuation for the structure for purpose of ad valorem taxation is Tess than $300,000.00. Please attach proof of ad valorem taxation. a The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition oft - South F . ida Building Code (1994 SFBC) Signature Movk Clay +an Print Name State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this day of Mon/ 2012 Notary Public, Sate of Florida at Large ,•, t!' 4; ANGIE ESCOBAR ': MY COMMISSION # EE049613. 011`t EXPIRES December 16, 2014 (407) 398 -0153 Florldallota ,SerrIce.com • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5/21/2009 /29/12 My Home Show Me: Propertylnfomiation Search By: Seled Item LI Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.Q.H. Calculator Folio No.: Property: Mailing Address Summary Details: 1 -3101- 017 -0180 5145 NW 1 AVE Miami -Dade My Home ACT rE TOOL.: SELECT MARK E CLAYTON &W JUNE CLAYTON 9145 NW 1 AVE MIAMI SHORES FL 33150 -2248 Property Information: Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - _ t ryc Sri SINGLE FAMILY Beds/Baths: 3/2 Floors 1 Living Units 1 Adj Sq Footage: 1,679 Lot Size 17,009.44 SQ FT Year Built: 1956 ANADY EXTENSION PB 1 -71 LOTS 17 & 18 LESS N100FT LOT SIZE 151.870 Legal Description: X 112 OR 21315 -0109 05 2003 1 COC 23691 -0086 07 2005 1 OR 23691 -0086 0705 00 Assessment Information: Year: 2011 2011 2010 Land Value: $25,000 $65,323 $65,323 Building Value: County: ($128,032 $128,880 Market Value: R5n nnn /R143 355 $193,355 $194,203 Assessed Value: $193,355 m $194,203 Exemption Information: Year: 2011 2010 Homestead: $25,000 $25,000 4. 2nd Homestead: YES YES Taxable Value Information: 'Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $ 50,000/$143,355$50,000 /$144,203 County: $ 50,000/$143,355 $50,000 /$144,203 city- R5n nnn /R143 355 RSn non /P144 Ina nal Photography - 2009 0 115 ft My Home 1 Property Information 1 Property Taxes 1 My Neighborhood 1 Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site ©2002 Miami -Dade County. All rights reserved. Legend Property Boundary Selected Property eew Street Highway Miami -Dade County Water isims2.co. miami- dade.fl.us /MyHome /propmap.asp 1/ SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. AA £..- Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. M C- Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. M C. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. ,N1 t. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. G Ponding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. AA C- Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of att'_ ventilation shall not be reduced. It may be beneficial to consider additional venting which can -suit; extending the service life of the roof. Revised on 7/9/2009 LD Contractor S' APFRFA/ED DEPT Florida Buliding Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Appl BY SUBJECT 10 CC-MI11/ -1NCE WI r Il FLT- HAL fir,, i r I ,s Master Permit No. Contractor's Name h r.. C COW Job Address on Gene Ilnformati Process No. 61145 N■/ I Ave 14 Low Slope t l Asphaltic Shingles RE M ROOF CATEGORY 17 Mechanically Fastened Tile G Metal Panel/Shingles 0 Prescriptive BUR -RAS 150 EKED R 21201p2 r(Mortar /Adhesive SetTlle Cl Wood Shingles/Shakes ROOF TYPE ❑ New Roof ciRe- Rooflng U i Recovering ❑ Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 326 2/311/ 700 Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, ove fl upperSlapd' overflow drains. include dimensions of sections and levels, clearly Identify dim k.„,1 bni *f elevated pressure zones and location of parapets. ■tsmtmntaarimm lilt /!w!!!snamosimmairsam /i/ minim% /°Tn'l!! / /!t/ /sign[! /rll menu m t■a vatsmfnsmollosstallitsaa /smansu a ■ismeaa Milted •R+ltetassneuta /laitassasutos s ammam mi ■1!!!! /ntua.Itamsa■ /al■at m:A mmmm smmmmammmmua>rmmmo,mallommum sssminewsmem ssumissttsmmo!!sm / -- --amiss- fl[sl1i /ire /sualulaauswalaalls s*Omsmarnimirmnilssi ■mlmltmtattsaatmlammum mammssml ]i mtUUts to anaaa /mmommtetalsnaxrturasatotammua ■emismaoatisatulammiwt nmmmammmmmiminis.mumu mllss /rlsswsi / /til;`nimolsssammiam /iris: s■ is■ temtawlassswumla►∎rrtai^'ltilt!i .miss.ismsasteaesismassaiti lamsmlalsaalrrrs sal / maatsr !tits mungnmsnommi',l Jtm manimtttasstammians otmtus iMmtmrrmtstttsulum !asst / mat nalasaas;labanammomunimmilmais ! /sa/ arias /fslsisaatommornisamswisnimli ssurtutsm■umsa ■tar ■e- Masa�taaarmil lira 7a / tat / lama— liala/miixlltmllm■sanurmomma 1!1!111/ /stow /iannis'sasls►:er4malat mm�/Emmmul[umammmmm>mmi mmammuteatitttilat ■ ■asst ■ ■lattitw000ttssaleamtob uutl /sssm!r' 1111 /aaasalaal.aasaalaoalaUiximlans lua asssuIaalaltaloas /aaulwllsaltii lalsiiUw 'llsasaaiRlsisisllasitasai wait!! ■ salt ■eroltettlaaulwll /saaiaMSSarah as aai //L ■Maas! *st /atirausmttatsais uwnsw s ■sttastasautsttttas / ■ ■aaossttr mats! ails /lssallaaa rsalUMP ltramatssaitstas' m s shit !euau /mlisssallataoa/ miss lu /Nita ■stise$eumua /►. sa!laslsnsilalssa\ ■ /a /smttaattassa■taas■■st ■sal --- 1111 -1 ut■ /tamemamms,tahl.. aalaasawlsialammum ■!arms /massmiamm aaals namamaas ■staaasstmmismao!ltaliiosa. aaaaalnalsiamK:last sanom mi rm/ tsl mumm islmwsaa a /ta!/Mlnsla■oleatmsltaossim:a <is 1s1i7 seOSa!■w■1■iliMI' maim! /1 /sa /nl\1/ /lama! /imam /allalmnisf a 7aaa ssf ■llalaalial�Aali itle(tsll w msstt�mmummunimtr'.+t mini aataaatbla m ismivaaammua guwmu mmmmbamimxnmm /mtRasEms lXiias ■wttslsmimmil wmO sasutusau,:mluumasaus!lsum .. _�.,..__�� .ummmmmaaamwsmwuttatta cmmutmw mssttsa astir Aniumluasuuaas._tsuaiu /u_lii miss .RMislulsatu/a_Muatu_II:asatatx manna*ailsig■ltb\taissaaxi orArnisassaOnsssswts. w"wwmmmmmmmmsmsarum ummtrrss rau/ stalaTAsttb ttmmtwtaasws►.'rtttsMMun utssttttmsttlaatatitsttmulemmmtslautssimun ■ assist s► tt: rsttswitaaniimunttttas mnattaattwsrsalstululaaMrtw [hart tl,>w[aulu ■muamonsolkrttrsar m psmomr-dmttt tn'a astttustmsns/ alssstsraattstalattttatite ,tarstsl u/ lussastnsssstr: mtsumaiirssmummeta !■uas!/usutuaa: nmumismommisl:wtssaaw uataaarumnmmmm4 alesrtstltlatettttmtamnmmmtasattutitetissesstatsstmmnm etrxmss Ommlim maim *rtl %awai! /minsimmanssssssassasa rawer [tans/usmaimmuso arusesl aatwta/ sutialma/ *. - sari -- saes![! t/ttursssu ess marls sau■a!a/ulnalsuuawlsua:autu■ ■ mmumMl!!lts! /./ /ttautosmmum uiealasomlwattsliM mmummo umm itastotai am u1/ stmt/!/ samsnrtmmno /as /tlseeasasneMIXWOrselasss MMaas /sasssttteettt /e M":0 twssi l tweetatlsaammmmmmmsmsAmmsmmmmammammmmmmmmmmmmmmmmmmammgx laamettalt •stank csaasmt3 us■!ull AIMS! strrmasraauta! /s- Qalaatareltsta lees- /au- l— luuulat!/a1 MMIIsa sets assnum isomarl ools/ sl aaHatur t/ mlusalaalaat MUttwu miIMSMSlsaommomittisateaaw stemOmtatsaatoelemmitim iassis tale! ■tsatlssat inamai +ramommalsamomms sarsaa!lasa less! /[[ tram /a!s■lmma!lstas is!!!r /linsim aessaaiaaara mlate.aot■tstaa lysassstssis eiti tsiasatsimmmtttssasati Male /1 /nalasststlsilutir.imm eaatls al Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA") System Manufacturer. GAF Material Corporation Product Approval No.: 09- 0224.01 Design Wind Pressures, From RAS 128 or Calculations: Pmax1: -49.2 Pmax2: -82.6 Pmax3: -124.3 Max. Design Pressure, from the specific Product Approval system: -52.5 Deck: Type: Plywood Gauge/Thickness: 5/8" Slope: 1/8 "/ 12" Anchor/Base Sheet & No. of PIy(s): 1 ply of Gafglas #80 Base Sheet Anchor /Base Sheet Fastener /Bonding Material: 1 1/4" Galvanized Ring Shank Roof Nails Insulation Base Layer: N/A Base Insulation Size & Thickness: NIA Base Insulation Fastener/Bonding Material: N/A Top Insulation Layer N/A Top Insulation Size & Thickness: N/A Top Insulation Fastener/Bonding Material: N/A Base Sheet(s) & No. of Ply(s): N/A Base Sheet Fastener/Bonding Material: N/A PIy Sheet(s) & No. of Piy(s): 1 Ruberoid 20 modified Ply Sheet Fastener /Bonding Material: ASTM 312 Type 4 asphalt solid hot mopped Top PIy: Gafglas Mineral Surfaced Cap Sheet Top PIy Fastener/Bonding Material: ASTM 312 Type 4 asphalt solid hot mopped Surfacing: NIA Fastener Spacing for Anchor /Base Sheet Attachment: Field 9 " oc @ Lap, # Rows 2 @ 9 " oc Perimeter: 6 " oc @ Lap, # Rows 4 @ 6 " oc Corner: 6 " oc @ Lap, # Rows 4 @ 6 " oc Number of Fasteners Per Insulation Board: Field N/A Perimeter N/A Corner N/A Illustrate Components Noted and Details as Applicable: Wood blocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit Ruberoid 20 9° strip hot mopped Mineral Surfaced Capsheet stucco stop 12° o.c. vd masonry anchors & caulking bead termination bar 6° o.c. with y► masonry anchors Ruberoid Mop granular counter flashing ti 18 " Parapet Height 9.0 Ruberoid 20 hot mopped Gafglas #80 base sheet \ Facia Board with 1"x2" furring 3'x 3° 26 gauge galvanized metal drip edge 4° o.c. cant strip Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roofs System Manufacturer U.S. Tile Notice of Acceptance Number: 11- 0307.04 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -45.1 P2: -78.6 P3: -116.2 Maximum Design Pressure (From the Product Approval Specific System): 38.70 Roof Slope: 3 : 12 Steep Sloped Roof System Description Deck Type: . Type Underlayment: 5/8" Plywood Ridge Ventilation? N/A Insulation: Fire Barrier: N.,* Fastener Type & Spacing: Adhesive Type: ` Type Cap Sheet: Roof Covering: ' 1. Type & Size Drip ) Edge: ASTM D226 30 Ib. Base Sheet N/A N/A Mean Roof Height: 9 11/4° Galvanized Ring Shank Roof Nails Self - adhered Weatherlock Tile Underlayment Real Clay Tile 3" x 3" GaIv. 26 ga. 4" O.C. • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Spctinn F (nip Calrailatiens) For Moment based tile systems, choose either Method I or 2. Compare the values for Mr with the valves from Mf If the Mfvalnes are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable_ Method 1 "Moment Based Tile Calculations Per RAS 127" (p .45.1 xX.3t0 = 13.4g)- : S.63 =Mrt V.35 (P, 164 x4 No =2Y.37)_ 5,63 = Mr`sg�Z.�p (P3 :)I&. 2. x h .3l0 = 3b.OZ) -Mg: 5413 =Mr3 , O.3-1 Product Approval Mt 38 t7 Product Approval Mr ,337 Piadnct Appao.al M f 3‘17 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mean Roof Height -3 Roof Slope ilsr r- ired Moment Resistance' 15' 20' 25' 30' 40' *Must he used in conjunction with a list of moment haled tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Mcthod 3. Compared the values far Fwith the values for Fr If the F'valnvs arc greater than or equal to the Frvaltus, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (PI. (Pa: {Px: xL xL xL xw: =) -W: • xw:= )-W: • xw : = -W: x cos 0 = Fri Product Approval F' x cos 0 = Fr, Product Approval F' x cos 0 = F.a Product Approval F' Where to Obtain Information Description Symbol Where to find Design Pressure P1 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 Joh Site Aerodynamic Multiplier 2 Approval Restoring Moment due to Gravity ,Product Ma Product Approval Attachment Resistance Mr Product Approval Required Moment Resistance MU- Calculated Minimum Attachment Resistance F' Product Approval Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval Tile Dimensions L =length W = width Product Approval All calculations must be submitted to the building official at the time of permit application. FLORIDA BUILDING CODE — BUILDING MIAMI�ADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) U.S. Tile 12690 NW South River Drive Medley, FL. 33178 MIAMI DADE COUNTY PRODUCT CONTROL SECTION 1 1805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www miamidade.gov /building! 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 Section 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 Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Real `S' Clay 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 wilt occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #09- 1027.20 and consists of pages 1 through 9. The submitted documentation was reviewed by Alex Tigera. NOA No.:11- 0307.04 Expiration Date: 04/13/16 Approval Date: 04/28111 Page 1 of 9 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Clay 1. SCOPE: This approves a roofing system using Real `S' Clay Tile, as manufactured by U.S. Tile in Logdenville, Trinidad 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 Applicant Dimensions Real S' Tile L = 18.25" W = 12.5" Trim Pieces 1= varies w = varies varying thickness 2.1 EVIDENCE SUBMITTED: Test Agency PRI Construction Materials Technology IBA Consultants, Inc. IBA Consultants, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Test Specifications ASTM C1167 ASTM C1167 Test Identifier UST - 005 -02 -01 4318 -15 4318-30 7161 -03 Appendix III Letter Dated Aug. 1, 1994 P09647 -01 P0402 94 -083 Product Description High profile clay roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report TAS 101 ASTM C 1167 TAS 101 Static Uplift Testing PA 102 & 102(A) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing PA 101 (Adhesive Set) Date Mar. 2008 Aug. 2007 June 2008 Dec. 1991 Aug. 1994 Aug. 1994 Sept. 1993 April 1994 NOA No.:11- 0307.04 Expiration Date: 04/13/16 Approval Date: 04/28/11 Page 2 of 9 The Center for Applied 94-084 Static Uplift Testing Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 25- 7094(3, 6 & 9) Static Uplift Testing Engineering, Inc. PA 102 The Center for Applied 25- 7120 -(1 & 2) Static Uplift Testing Engineering, Inc. PA 102 The Center for Applied 25- 7183 -(3 & 4) Static Uplift Testing Engineering, Inc. PA 102 The Center for Applied 25- 7214 -(3, 4, &7) Static Uplift Testing Engineering, Inc. PA 102 The Center for Applied 25- 78044 Static Uplift Testing Engineering, Inc. PA 102 Celotex Corporation 520111 -3 Static Uplift Testing Testing Services PA 101 Celotex Corporation 520191 -2 -1 Static Uplift Testing Testing Services PA 101 May 1994 Oct. 1994 Nov. 1994 Feb. 1995 March, 1995 Sep. 1996 Dec. 1998 March 1999 3. LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards 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. NOA No.:11- 0307.04 Expiration Date: 04/13/16 Approval Date: 04/28/11 Page 3 of 9 4. INSTALLATION 4.1 Real "S" Clay Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Real "S" Clay Tile may be installed with various starter tile configurations as detailed below: i. The US Tile Real S may be installed with only US Tile Real 5 tiles as per RAS 118, RAS 119 and RAS 120. See Detail B. ii. The US Tile Faux starter system can be installed with starter barrel pan and cap tiles set in a full bed of adhesive and/or mortar. See Detail C. iii. One or more additional booster tiles made from the US Tile Mission Clay Barrel may be installed to achieve the desired aesthetics. The booster pieces shall have a minimum length of three inch and shall be installed in a full bed of adhesive and/or mortar or mechanically fastened with any approved #12 pan head insulation screw of sufficient length to penetrate 3/16 of an inch through the sheeting. See Detail D. 4.3 The starter options listed in 42 are followed with US Tile Real 5 tile for the remainder of the roof. 4.4 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight: -W (Ibf) Length -I (ft) Wldth -w (ft) Real 'S' Clay Tile 8.3 1.54 1.02 Table. 3: R ri Moments due to Gravity - Molft Ibf) Table 2: Aerodynamic M 2 ":12" here =7c 4 ":12" Tile Profile A ( Direct Deck ApplicationD Real 'V Tile Direct Deck 0.310 '' Table. 3: R ri Moments due to Gravity - Molft Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 " :12" Greater than 7 ":12" Real 'S' Clay Tile Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 5.71 5.63 5.51 5.34 5.12 4.83 NOA No.:11- 0307.04 Expiration Date: 04/13/16 Approval Date: 04t28/11 Page 4 of 9 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19/32" plywood) Real 'S' Clay Tile 2 -10d Ring Shank Nails 28.6 41.2 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 1 #8 Screw 20.7 20.7 2 #8 Screw 43.2 43.2 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 1 -10d Smooth or Screw Shank Nail (Save Clip) 29.3 29.3 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 2 -10d Ring Shank Nails' r 33.1 48.1 I. Installation with a tile headlap minimum 2 -1/2" or maximum 3" and/or limited by design. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Pa . Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Real 'S' Clay Tile Polyfoam PolyPro' - Average weight per patty 10 grams. 47.9 Tllel3ond' — Average weight per patty 8 grams. 36.5 1 See manufactures component approval for installation requirements. Table 6: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Sine Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Real 'S' Clay Tile Polyfoam PolyProT', average patty weight 63 grams 62Q Polyfoam PolyProTm. average patty.weight 24 grams 38.70 Polyfoam PolyProT"', average patty weight 58.7 grams 57.28 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile • Tile Application Attachment Resistance Real 'S' Clay Tile Mortar Set° 24.5 6 Tile -Tits Roof Tile Mortar. NOA No.:11- 0307.04 Expiration Date: 04 /13/16 Approval Date: 04/28/11 Page 5 of 9 5. LABELING : All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved TRINIDAD UST LABEL FOR REAL `S' CLAY TILE (LOCATED ON THE UNDERSIDE OF 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. NOA No. :11- 0307.04 Expiration Date: 04 /13/16 Approval Date: 04 /28/11 Page6of9 PROFILE DRAWING DETAIL A REAL '8' CLAY TILE NOA No.:11- 0307.04 Expiration Date: 04/13/16 Approval Date: 04/28/11 Page 7 of 9 DETAIL B STARTER WITH REAL S TILE AS PER RAS 118, RAS 119, AND RAS 120 DETAIL C FAUX STARTER SYSTEM WITH BARREL PAN AND CAP TILE NOA No.:11- 0307.04 Expiration Date: 04/13/16 Approval Date: 04/28/11 Page 8 of 9 Pan Tile Cap Tile 'S' The DETAIL D 41 */.— \ ����`i wIM weephole Starter Booster Tile FAUX STARTER SYSTEM WITH BOOSTER TILE(S) AND BARREL PAN AND CAP TILE Cap Tile Double Starter Booster Tile MULTIPLE BOOSTER TILE STARTER DETAIL END OF THIS ACCEPTANCE NOA No.:11-0307.04 Expiration Date: 04/13/16 Approval Date: 04/28/11 Page 9 of 9 MIAMND COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov /buildiaa/ SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. Ifthis 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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 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 he considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers NOA No.: 11- 0124.04 Expiration Date: 05 /10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive 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 Specifications Polypro® AH160 N/A TAS 101 Foampro® RTF1000 ProPack® 30 & 100 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment 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 AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbsift.' 18 PSI Parallel to rise 12 PS1 Perpendicular to rise 28 PS1 Parallel to rise 0.08 LbsJFt2 3.1 Perm / Inch +0.07% Volume Change ® -40° F., 2 weeks +6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 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.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Ident'fer Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1 PA 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 12128/98 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®AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum nnderlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. (—F) _W 2 F'- MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro (11 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 the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypr•,�? 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 Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 Flat, Low, High Profiles #2 17 /side on cap and 34 /pan 24 N/A N/A Flat, Low, High Profiles #3 8 LABELING: All Polyproll 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.: 11 -0124.04 Expiration Date: 05 /10/12 Approval Date: 04114/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 5 of 7 ADRESivE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 MIAMIDADF BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Owens Corning One Owens CorningParkway Toledo, OH 43659 MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 340 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 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: Weatherloce Speeialty Tile & Metal Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state' and following statement "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of'this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08- 0108.05 and consists of pages 1 through 3. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0908.06 Expiration Date: 07/31/12 Approval Date: 02/10/10 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Underlayment SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Weatheriock® Specialty Tile & Metal . Underlayment Dimensions 36" x 333' rolls 36" x 66.7' rolls EVIDENCE SUBMITTED: Test Agency, Underwriters Laboratories, Inc. IRT- Arcon, Inc. PRI Asphalt Technologies, Inc. PRI Asphalt Technologies, Inc. PRI Construction Materials Technologies, LLC. Test Product Specification Description TAS 103 SBS self - adhering asphalt sheet material with a white or green glass re- enforced polyester surfacing fabric; for use as an underlayment in sloped roof assemblies. Test Identifier R14610 02-012 NEI- 006 -02-01 NEI -008 -02-01 NEI- 045 -02 -01 NEI- 053 -02 -01 APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Test Name/Report Follow up Service TAS 103 TAS 103 TAS 114 (II) ASTM D 4798 & ASTM G 155 ASTM D 4798 & ASTM G 155 Date 03/28/02 02/28/02 04/01/02 07/30/02 08/08/07 05/01/08 Wood, non - insulated, new construction 15/32" or greater plywood or wood plank Anchor sheet mechanically fastened deck, membrane adhered One or more plies of ASTM D 266 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Weatherlock® Specialty Tile & Metal Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Weatherlock® Specialty Tile & Metal Underlayment is acceptable. Approved for Adhered Roof Tile, Mechanically Fastened Roof Tile, Metal Roofing, Wood Shake & Shingles, and Asphaltic Shingle assemblies. NOA No.: 09- 0908.06 Expiration Date: 07 /31/12 Approval Date: 02/10/10 Page 2 of 3 LIMITATIONS: I. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlock Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock® Specialty Tile & Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock® Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover, but may be applied over roofing Base /Anchor sheet underlayment. 5. Weatherlock® Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock® Specialty Tile & Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock® Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12 ". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on.roof pitches greater than 6:12". 9. Weatherlock® Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock® Specialty Tile & Metal underlayment as a component part of an assembly in the Notice of Acceptance. If Weatherlock® Specialty Tile & Metal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. 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. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock® Specialty Tile & Metal underlayment shall be applied over the underlayment. 15. 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. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. 1 API RDVED END OF THIS ACCEPTANCE 1APPROVED NOA No.: 09- 0908.06 Expiration Date: 07/31/12 Approval Date: 02 /10 /10 Page 3 of 3 M I A M FDA[}E METRO -DADE FLAGLER BUILDING MIAMI -DADE COUNTY, FLORIDA 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. 07- 1203.01 and consists of pages 1 through 31. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: Modified Bitumen Material: SBS /APP Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield® Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM Matrix"' 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"' 322 Elastomeric Roof Coating LeakBusterT' Matrix"' 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS® #75 Base Sheet GAFGLAS® #80 ULTIMATM Base Sheet GAFGLAS® Flex P1yTM 6 GAFGLAS® Ply 4 GAFGLAS® Mineral Surfaced Cap Sheet ILA !,APPROVED Dimensions 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37 (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 39,37' (1 meter) Wide Test Specification ASTM D41 Product Dr�pon Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM D1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Product GAFGLAS�EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS® EnergyCapTM BUR Mineral Surface Cap Sheet GAFGLAS® STRATAVENT® EliminatorTM Perforated GAFGLAS® Flashing GAFGLAS® STRATAVENT® EliminatorTM Perforated Nailable RUBEROID® SBS Heat- We1dTM Smooth RUBEROID® SBS Heat We1dTM Granule Roof Match", SBS Mop Granule RUBEROID® SBS Heat We1dTM 170 FR RUBEROID® SBS Heat- We1dTM PLUS RUBEROID SBS Heat- We1dT'" PLUS FR RUBEROID® EnergyCap SBS Heat- We1dTM PLUS FR RUBEROID® Modified Base Sheet RUBEROID® SBS Heat- We1dTM 25 Dimensions 3937" (1 meter) Wide 3937" (1 meter) wide 3937" (1 meter) Wide various Test Specification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 3937" (1 meter) ASTM D3672 Wide ASTM D4897 1 meter (39.37 ") wide 1 meter (39.37") wide 107 sq. ft. (9.9 m2) 1 meter (3937 ") wide 1 meter (39.37") wide 1 meter (3937 ") wide 1 meter (39.37') wide 3937" (1 meter) Wide 1 meter (39.37 ") wide ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D6164 ASTM D4601, Type II, UL Type G2 BUR ASTM D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT® EnergyCoteTM. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCoteTM Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 Product RUBEROID® Mop Granule RUBEROID® MOP Smooth RUBEROID® MOP PLUS RUBEROID® MOP 170FR RUBEROID® MOP FR RUBEROID® TORCH Smooth RUBEROID® TORCH Granule RUBEROID®EnergyCap Torch Granule FR Roof MatchTM APP Torch Granule RUBEROID® TORCH PLUS RUBEROID® TORCH FR RUBEROID® 170FR TORCH RUBEROID® EnergyCap SBS Heat Weld Plus FR RUBEROID® 20 RUBEROID® 30 Dimensions 39.37" (1 meter) Wide 1 sq. roll 87 Ibs. 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.3T' (1 meter) Wide 3937" (1 meter) Wide 3937" (1 meter) Wide 1 meter (3937") wide 107 sq. ft. (9.9 m2) 3937" (1 meter) Wide 39.3T' (1 meter) Wide 39.37" (1 meter) Wide 1 meter (3937 ") wide 3937" (1 meter) Wide 3937" (1 meter) Wide Test Specification ASTM D6222 ASTM D5147 ASTM D6298 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6164 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5I47 ASTM D6222 ASTM D5147 ASTM D6222 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 Product Description Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy dirty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. A fiberglass mat reinforced, SBS modified bitumen cap membrane. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 4 of 31 Product RUBEROID ®30 FR RUBEROID® Energy Cap SBS 30 FR RUBERO1D® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofmg Asphalt RUBEROID® MOD Asphalt Asphalt L & Asphalt P TOPCOAT® Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB EIastomeric Roofing Membrane EnergyCoteTM Coating VersaShield® TOPCOAT® FireShield® MB Leak BusterTM MatrixT' 531 WeatherCoteTM Elastomeric Flashing Grade LeakBusterTM MatrixTM 201 Premium SBS Flashing Leak BusterTM MatrixTM 102 SBS Adhesive Label i riv.:.3,i���d•1�J:11� APPROVED l Dimensions 3937" (1 meter) Wide 1 meter (39.37") wide 3937" (1 meter) Wide 3937" (1 meter) Wide 100 Ib. cartons, bulk 60 lb. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D 1929 ASTM D635 ASTM D312, Types 1, II, III and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type 1, II ASTM D412 ASTM D21 ASTM 1475 ASTM E1644 ASTM D3019 ASTM D3019 Product Description Non woven fiberglass mat coaled with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built- up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive— Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 5 of 31 Product Leak BusterTm Matrix"' 202 SBS Flashing Cement Label Leak Buster Matrix"" 203 Plastic Roof Cement Label Leak BusterTM Matrix"' 103 Cold Process Adhesive Label LeakBusterT"' Matrix"' 304 Non - Fibered Aluminum Roof Leak BusterT"' Matrix' 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT' MB Plus Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5, 55 gallons Test Specification ASTM D4586 ASTM D4586 Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type 1 ASTM D412 ASTM 0117 ASTM C794 ASTM G21 FTMS 141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 Non - fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water- based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane: NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 6 of 31 APPROVED INSULATIONS: Product Name EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Polylso EnergyGuardTM RA, RN EnergyGuardTM Composite, RA DensDeck® DensDeck Prime® DensDeck DuraGuardTM Structodek® Structodek® TD SecurockTm APPROVED FASTENERS: Fastener Product Number Name 1. Drill-TecTm #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill-TecTm ASAP 3. Drill-TecTm CR Base Sheet Fastener and Plate 4. Drill- TecT"' Galvalume Plates 5. Drill -TecTM Polypropylene Plates 6. Drill -TecTM AccuTrac Plate Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill -Teen* Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G -P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex Knight - Celotex USG Corporation Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume® coated 3" Square steel plate. GAF Materials Corp. GAF Materials Corp. 3" and 3 1 /a" GAF Materials Corp. 3" and 3 %2" GAF Materials Corp. OMG NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 7 of 31 EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering Test Identifier Description Date 3029832 4470 - TAS 114 05/11/07 3010215 4470 - TAS 114 03/01 /01 3001276 4470 - TAS 114 01/28/99 1 B9A8.AM 4470 - TAS 114 09/04/97 3D4Q2.AM 4470 - TAS 114 04/30/97 ODIABAM 4470 -TAS 114 04/01/98 TGFU .R19254 UL 790 10/27/06 4483.04 97 -1 TAS 114 06/06/97 PRI Asphalt Technologies, Inc. GAF -020-02 -01 ASTM D 249 02/01/02 ASTM D 4977 IRT -ARCON Inc. Trinity, ERD 02-005 TAS 114 03/01/02 02-014 TAS 114 04/08/02 01 -039 TAS 114 03/01/02 06850.08.08 ASTM D6164 08/29/08 06850.08.08 ASTM D6163 08/01/08 66850.10.08 ASTM D6222 10/06/08 06850.11.08 ASTM D6222 11/05/08 NOA No.: 09 -0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 8 of 31 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, .Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield ®Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS® #80 ULTIMA TM Base Sheet, STRATAVENT® EliminatorTM Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID® SBS Heat We1dTM Smooth or RUBEROID® SBS Heat- We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure -45 psf; See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Base 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 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 - 45psf, See General Limitation #7) GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with approved annular ripz shank nails and tin caps at a fastener spacing of 9" o. c-at the 4" lan staggeredand in twosows 9" o.c. in the ,ficld. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS® #80 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 Base 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 1M Any of above Base 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) APPROVED NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 27 of 31 GAFGLAS® #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -Teets 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) Ply Sheet: (Optional) One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #80, RUBEROID® MOP Smooth or RUBEROID® 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. Membrane: One or more pliec of RUBEROID® MOP Smooth, RUBEROID® Mop 170 FR, RUBEROIDMop Granule, Roof Match"' SBS Mop Granule, RUBEROID® Mop Plus Granule, RUBEROJD® RUBEROID®30, RUBEROID®EnergyCap SBS 30 FR RUBEROID®30 FR or RUBEROID® Mop FR or RUBEROID ULTRACLAD® SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. Or, One or more plies of RUBEROID® MOP Smooth, RUBEROID® Mop Granule, Roof MatchTM SBS Mop Granule, RUBEROID® Mop 170 FR, RUBEROID® Mop Plus Granule, RUBEROID® 20, RUBEROID® 30, RUBEROID®EnergyCap SBS 30 FR, RUBEROID® 30 FR or RUBEROID® Mop FR or RUBEROID® ULTRACLAD® SBS in Leak BusterTM MatrixTM 102 SBS Adhesive at an application rate of 1 -2 gal./sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is to membrane) Install one of the following: Gravel or slag applied at 400 lbs./sq. and 300 Ibsfsq. respectively in a flood coat of approved asphalt at 60 Ibsisq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 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 lbsfsq. Leak BusterTM MatrixTM303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofmg Membrane, applied at 1 to 1.5 gal. /sq. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 gal./sq. TOPCOAT' Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Surfacing: Maximum Design Pressure: See Fastening above NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 28 of 31 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 'A" Dens Deck or '/z" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LINIITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., 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 275 lb£ 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 corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as cakulated 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 Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall he permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners 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 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE PFROV EDj NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 3/13/12 Pane Bottom TGFU.R1306 - Roofing Systems TGFU.R1306 Roofing Systems Roofing Systems See General Information for Roofing Systems GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA R1306 "Ruberoid® 20" or "Ruberoid® 20 HT" or "Ruberoid® Modified Base Sheet" may be utilized as an altemate to Type G2 base sheets in any of the following Classifications. 1h -in. thick (minimum) gypsum board or 14-in. thick (min) Georgia- Pacific Gypsum LLC " DensDeck® Roofboard," "DensDeck Prime® Roofboard" or ° DensDeck DuraGuardm Roofboard° may be used in any existing noncombustible deck Classification. When this Is done, the resulting roofing system is acceptable for use over combustible (15/32 -in. thick minimum) roof decks. However, the butt joints In the gypsum board and Georgla- Padfic Gypsum LLC " DensDeck® Roofboard," ° DensDedk Prime® Roofboard" or " DensDeck DuraGuardT" Roofboard° are to offset a minimum of 6 -in. with the butt joints in the roof deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Multiple plies of "GAFGLAS® Ply 4" or "Tri-Ply® Ply 4° or °Tri-PIy® Ply 6° may be adhered to Georgia- Pacific Gypsum LLC "DensDeck ® Roofboard," " DensDeck Prime® Roofboard" or " DensDeck DuraGuardT"" Roofboard" in hot roofing asphalt. "EnergyGuard® Ultra" is an acceptable attemate to "EnergyGuard®" in any applicable Classification. "GAF Stratavent® Eliminator'" Venting Base Sheet (Nailable)" may be mechanically attached or hot mopped over noncombustible decks and as a recover over existing roof systems. " GAFGLAS® Perlite Insulation" may be utilized as a cover board over "EverGuard®" Insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polystyrene referenced in any of the following Classfications indude "EnergyGuard® EPS Insulation ". References to glass fiber insulation indude "EnergyGuard Fiberglass Insulation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type G2 asphalt glass mat base sheet (° GAFGLAS® #75 Base Sheet" or "Tri-Ply® #75 Base Sheet°, or ° GAFGLAS® #80 ULTIMA ") is a suitable altemate for Type G1 olass fiber DIV sheet ( "GAFGLAS® Ply 4° or "Tri-Ply® Ply 4 ", or " GAFGLAS® PIy 6")10.g4 The roof deck may first be covered with one ply Type G2 asphalt saturated glass mat base sheet °GAF Stratavent® EIiminatorT" Venting Base Sheet (Perforated)" or "GAF Stratavent® EliminatorT" Venting Base Sheet (Nailable)." Perforated base sheets to be loose laid or fully adhered with hot roofing asphalt and naiiabfe base sheets are to be mechanically attached granule side down. As an option Type G2 asphalt glass mat base sheet ( "GAFGLAS® #75 Base Sheet° or °Tri-Ply® #75 Base Sheet" or "GAFGLAS® #80 ULTIMA" or 'GAF Stratavent® Eliminator" Venting Base Sheet (Nailable)" may be substituted for Type G1 asphalt glass fiber ply sheet ( "GAFGLAS® PIy 4" or "Tri-PIy® PIy 4° or "GAFGLAS® Ply 6 °) as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechanically fastened. Unless otherwise indicated, all insulations may be hot mopped or mechanically fastened. " GAFGLAS® Flashing" or "Ruberoid®" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this indudes °GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be Included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely affect the rating. The use of th- in. minimum thick gypsum board is an acceptable altemate for minimum insulation over C -15/32 thick roof decks. The use of polystyrene insulation board between minimum grin. thick perlite board and deck with rosin paper (perlite/rosin paper/polystyrene/perlite) is a suitable altemate for polyisocyanurate board in the following Class A, B or C systems. "EnergyGuard® RA° or "Tapered EnergyGuard® RA° or "EnergyGuard® Composite RA° may be substituted for any Atlas polyisocyanurate insulation in any of the following Classifications. Trumbull "Perma Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt °. database.ui.com /cgi- bin /XYV/ template /LISEXT /1 FRAME/ showpage. ht ml?name= TGFU.R1306&carshortti... 1/49 3/13/12 TGFU.R1306 - Roofing Systems "GAFGLAS® #80 Premium Base Sheet° may be used in any of the following systems. "GAFGLAS® Flex Ply 6" and °Tri-Ply® Ultra - Flexible Ply 6° are suitable alternates to "GAFGLAS® Ply 6 °. "GAFTEMP Permalite Recover Board° may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the °Asphalt Felt Systems with Hot Roofing Asphalt' may be surfaced with "Fireshield MB" at 21 to 3 -gal /100 -ft2. "Ruberoid® Dual Smooth" may be used as an alternate to "Ruberoid® Mop Smooth' or "Ruberoid® 20" or "Ruberoid® 20 HT" "Ruberoid® Mop Smooth 1.5° may be used as an alternate to "Ruberoid® Mop Smooth" Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid® Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid® Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): — One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber / polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gi or °GAFGLAS® Ply 4° or °Tri-Ply® Ply 4° or "GAFGLAS® Ply 6" hot mopped. Surfacing: — Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers periite or wiood fiber or glass fiber or polyisocyanurate or urethane or perlite /polyisocyanurate composite or perlite/urethane composite or mood fiber /polyisocyanurate composite or phenolic, any thickness. Ply Sheet: — Three or more plies Type Gi or "GAFGLAS® Ply 4° or °Tri-PIy® Ply 40 or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 "GAFGLAS® Mineral Surfaced Cap Sheet' or "Tri-Ply® Mineral Surfaced Cap Sheet " or "GAFGLAS® EnergyCar" 't" BUR Mineral Surfaced Cap Sheet" 3. Deck: NC Incline: 2 Insulation (Optional): — One or more layers perlite, wood fiber, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlite /urethane composite, wood fiber /polyisocyanurate composite, phenolic, 2 -in. maximum. Ply Sheet: — Two or more plies Type 61 °GAFGLAS® PIy 4 °, "Tri-Ply® Ply 4° or "GAFGLAS® Ply 6 ". Cap Sheet: — One ply Type G3 °GAFGLAS® Mineral Surfaced Cap Sheet° or "Tri-PIy® Mineral Surfaced Cap Sheet' or "GAFGLAS® EnergyCar" BUR Mineral Surfaced Cap Sheet.° 4. Deck: C -15/32 Incline: 1 Slip Sheet (Optional): — Red rosin paper, nailed to deck. Insulation (optional): — Any thickness perlite or wood fiber or glass fiber or polyisocyanurate mechanically fastened or adhered with OMG Inc. "OlyBond Fastening System" or any UL Classified insulation adhesive. Base Sheet: — One ply Type G2 "GAFGLAS® #75 Base Sheet° or "Tri-Ply® #75 Base Sheet" (may be nailed). Ply Sheet: — One or more plies Type Gi "GAFGLAS® PIy 4" or "Tri -PIy® PIy 4° or GAFGLAS® PIy 6 °. cap Sheet: — One ply Type G3 " GAFGLAS® Mineral Surfaced Can Sheel or "Tri -Ply® Mineral Surfaced Cap Sheet° or "GAFGLAS® EnergyCap"" BUR Mineral Surfaced Cap Sheet.° Surfacing (optional): — "TOPCOAT® EnergyCotelm" applied at a rate of 2 -gal /100 -ft2. 5. Deck: NC Incline: 3 Base Sheet: — One ply Type G2 °GAFGLAS® #75 Base Sheet" or "Tri-PIy® #75 Base Sheet ". Ply Sheet: — One or more plies Type G1 "GAFGLAS® Ply 4° or "Tri-PIy® PIy 4° or "GAFGLAS® PIy 6 ". Cap Sheet: — One ply Type G3 °GAFGLAS® Mineral Surfaced Cap Sheet° or "Tri-Ply® Mineral Surfaced Cap Sheet" or °GAFGLAS® EnergyCap"" BUR Mineral Surfaced Cap Sheet." 6. Deck: C -15/32 Incline: 2 Insulation: — One or more layers perlite, glass fiber, polyisocyanurate, urethane, perlite/polyisocyanurate composite, perlte /urethane composite, phenolic, 1 In. minimum (offset a minimum of 6 -In. from plywood deck joints). Base Sheet: — One or more plies Type 61 or Type G2 or Type G3. Membrane: — One or more plies °Ruberoid® Torch Smooth" or "Ruberoid® Torch Granule° or "Ruberoid® Torch Granule Plus° or "Ruberoid® Mop Smooth° or "Ruberoid® Mop Smooth 1.5° or "Ruberoid® Mop Smooth Pius" or "Ruberoid® Mop Granule° or "Ruberoid® Mop Plus Granule" or "ROOFMatch"" SBS Modified Granular" or "Tri-Ply® SBS Modified Bitumen Membrane" or °ROOFMatch"" APP Modified Granular" or °Tri -PIy® TP -4G° or °Tri -PIy® TP -4° or "Ruberoid® Dual Smooth ". Cap Sheet: — Type G3 °GAFGLAS® Mineral Surfaced Cap Sheet° or "Td -Pty® Mineral Surfaced Cap Sheet"or °GAFGLAS® EnergyCapt0 BUR Mineral Surfaced Cap Sheet° fully adhered with hot roofing asphalt. 7. Deck: C -15/32 Incline: 2 Insulation (Optional): — One or more layers perlite or wood firer or glass fiber or poiyisacyariurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber / polyisocyanurate composite or phenolic, any database.ui. corn/cgi- bin/XYV/template/LISEXT /1 FRAME/showpage.htmi ?name= TGFU.R1306&ccnshortii... 2/49