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RF-14-1709` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-221221 Permit Number: RF -8-14-1709 Inspection Date: October 10, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: HULL, LAWRENCE Work Classification: Tile Job Address: 9350 NE 9 Avenue Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1132060020040 Contractor: PIONEER ROOFING COMPANY INC Phone: (954)920-8677 Buildina Department Comments RE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-217332. Roof OK. Missing renailing affidavit Failed El Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. For Inspections please call: (305)762-4949 October 10, 2014 Page 1 of 1 RE: Permit # / `l 7® / Miami Shores Village Building Department INSPECTION AFFIDAVIT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE: I 1a4,iZ licensed as a (ntract / Engineer/ Architect, (Print na and circle License Type) FS 468 Building Inspector License #: C CC o z®© /1 On or about i ®�� , I did personally inspectteoof deck nal mg—" air d -- (Date & time) Secondary water barrier work at�� (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this ,-�� day of ' ` • `� NotaryPATRICIA TALASICo Notary Public, Sate of Florida at Large C� �l - M pubric - State of Florida YrComm Expires Feb 14, mission # EE 850 20t7 Bonded Through, !'0 9 Nation" NOtarY Assn. `General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each permit # and address #clearly shown marked on the deck for each inspection Revised on 5/21/2009 70M -SW 4e , fl. 33155 Tel: 785-398-9179 Fax: 788-800-2827 1M k ssoe2-c a�I l Roofing Contractor CITY ROOFING Job Address 1640 NlE 104 ST -MIAMI S-HORES, fL. 33136 Owner's Name DAVID ALEXANDER Type of Tile f LAT 13' CONCRETE Approximate Roof Height 12' feet Roof Pitch 3112 Approximate Square Footage of Roof 1 ftp Date Tested 10102/14 (Number of Tests 12 Contact Name MARIo VF P, a-11� � fc�, Permit # Date installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone 9 W218 -Mi. LOCATION # OP TEST PASS # OF TEST FAIL Corner 0 Tests 0 Pass Test Fail Perimeter 2 Tests 2 Pass Test Fail Field 10 Tests 10 Pass Test Fail Ridge o Tests 0 Pass Test Fall TOTAL 12 Tests 12 Pass Test Fail IN.ACCOBDAiMWITHTHECRITERIAOFPROTOCOLP&M THIS WIN ASS@4LYHASPPSMMI:STATICUPURQUAI.M�N79MT®TT#iISTAS-M'EWW®WW fNFtAliA6EpgppNCETOtPt& ft"ARHdWS OF DADS COUNTRY. WITH FW MMATIMM Mr, REPORT IS NOTGUARANTEEp IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT ITIS NOT VALID FOR INSURANCE CiAiMS. A-1 Engineerin§ Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 alroofms ectionna,gmail.com LAB CERTIFICATION # 10-0512.01 10/02/14 PERMIT. # RF -9-14-1932 1640 NE 104 ST MIAMI SHORES, FL. 33138 EUMNG ROOF T T T T T T T T T T FLAT ROOF 7066 SW 44t` Street Miami, FL 33155 Tel: 786-398-9179 Fax: 786-800-2627 BUILDING Miami Shores Village �I Building Department AUGo �a 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 10 Master Permit No. �'F- " � `4' k� PERMIT APPLICATION t]BUILDING ❑ ELECTRIC MZZROOFING Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL F-1 PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County Miami Dade Zip: Folio/Parcel#:��- is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): _1:1•d---� -� m �� \�� Phone#�L�` IfCt Address:�� i City: �d �� ` -� State: �' �� Zip: „) Tenant/Lessee Name: Email: y T- CONTRACTOR: Company Name: Y -�� \ c' C, .�. �� Phone#: Address: City: 1 QualifierName: �� 1 v -�� Phone# State Certification or Registration #: Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ �� , ti Square lae!ar Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: \` Specify color of color thru ti1e:_L,4 Submittal Fee $ �� - 1 Permit Fee $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) p CCF $ CO/CC $ DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $b� , P Vb- G® Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will' be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. y� f Signature r" G h'A OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 by who is personally known to me or who has produced identification and who did take an oath. NOTARY P LIC: OL Sign: otary Public -State of Florida Print: : •= M COMM ` � COMMIssion # EE 850186 Seal: - Bonded Through National Notary Assn. �k+k,k+k 4 �k4 �k,k,k B ere,k N� ye yc B+F �k M,N,k,k �kffi N��k� APPROVED BY (Revised02/24/2014) as S ffl, A �' F% R The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced as identification and who did take an oath. 9 ?i°, ;`'� Notary Public - State of Florida Print ' � '* `;. ' Commission # EE 850186 Seal: °;;;;:•� Bonded Through National Notary Assn. �k�k M,k,k �k,M,k tl�,k,k,H �k,k �k,k,k �k,k,►*i+Y R �ktl� 4 Plans Examiner Zoning Structural Review Clerk 058I REN LAWSON SECRETARY <`--%I `�, CITY OF HOLLYWOOD LOCAL BUSINESS TAX RECEIPT PRINT DATE: 9/13/13 THIS IS YOUR LOCAL BUSINESS TAX RECEIPT. PLEASE DETACH AND POST IN A CONSPICUOUS PLACE AT THE BUSINESS LOCATION. PLEASE DO NOT REMIT ANY PAYMENT. THIS IS NOT A BILL, Business Name: Business Location: Business Class: Tax Basis: Receipt Number: Receipt Year: Expiration Date: PIONEER ROOFING CO INC. 2026 GRANT ST CONTRACTOR/ROOFING 5 - 25 WORKERS 14 00008115 10/01/13 09/30/14 NEW CHARGES: (Itemized Below) Base Fee Additional Charges: TOTAL NEW CHARGES: Penalty Amount: Previous Balance Due: TATAI Afti1r%1IhIT nA11"1. 316.00II Comments: 316.00 316.00 .00 .00 316.00 PURSUANT TO STATE LAW, THE LOCAL BUSINESS TAX IS LEVIED ON THE PRIVILEGE OF DOING BUSINESS WITHIN A CITY'S LIMITS, AND IS NON -REGULATORY IN NATURE. ISSUANCE OF A LOCAL BUSINESS TAX RECEIPT BY THE CITY OF HOLLYWOOD 'DOES NOT MEAN THAT THE CITY HAS DETERMINED THAT THE EXISTING OR PROPOSED USE OF A LOCATION IS LAWFUL. ISSUANCE OF A LOCAL BUSINESS TAX RECEIPT DOES NOT LEGALIZE OR CONDONE THE NATURE OF THE BUSINESS BEING CONDUCTED IF CONTRARY TO ANY LOCAL, STATE OR FEDERAL LAWS OR REGULATIONS. ReportOFFICE OF THE PROPERTY APPRAISER Summary Property Information Follo: 11-3206-002-0040 Property Address: 9350 NE 9 AVE < Owner LAWRENCE K H./LL &W KATH-EGV Meiling Address 9350 NE 9 AVE MAA SHORES, FL 33138-2904 Primary Zone 1100 SGL FAMILY - 2301-2500 SO Primary Land Use 0101 RESIDE NTtAL - SINGLE FAMLY 1 UNIT Beds I Bathe I Half 3/210 Floors 2 Living Units 1 Actual Area Sq.R Living Area Sq.R Adjusted Area 2,748 Sq.R Lot Size 9,075 Sq.R Year Built jim Assessment Information Benefit Type 2014 Year 2014 2013 2012 Land Value $172,302 $115,112 $110,090 Building Value $204.035 $205,168 $226,918 XFValue $17,921 $18,161 $22,264 Market Value $394,258 $338,441 $359,272 Assessed Value $194,057 $191,1901 $187,995 Benefits Information Benefit Type 2014 2013 2012 Save Our Homes Cap Assessment Reduction $200,201 $147,251 $171,277 Homestead Ecenption $25,000 $25,000 $25,000 Second Homestead jEkerrptlon $25,000 $25,000 $25,000 NOW: Not ON benefits are applicable to all Taxable Values (Le. County, School Board, (My, RegioneQ. Short Lepel Description PL OF 1ST ADD TO NiARLYN HGTS PB 41-M LOT 4 LOT SIZE 75.000 X 121 OR 10397-290 05791 Generated On: 8/14/2014 Taxable Value Information Previous Rice OR Oualyioation Description 20141 20131 2012 County $64,500 1039740290 2DOB and Prior year saw; Qua] by exam Exemption Value $50,000 $50,000 $50,000 Taxable Vague 1 $144,0571 $141,190 $137,995 School Board of deed Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $169,0571 $166,190 $162,995 City Exemption Value $50,W01 $W.OWI $50.000 Taxable Value $144,OUI $141,1901 $137,995 ft9lonal Ecemption valua $50.000 $50.000 $50,000 Taxable Value $1441057 $11411,1901 $137,995 Sales Information Previous Rice OR Oualyioation Description 05/01/1979 $64,500 1039740290 2DOB and Prior year saw; Qua] by exam of deed 05/01/1975 $43,800 00000- 2008 and prior year sates: Qual by exam 00000 of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may riot reflect the most cunent information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer asp (http:/Avww.miamidade.gov/info/dlsdalmor.asp) Version: 111(83 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. i Miami Shores Village Building Department Date: Lt 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name:"�1':ia" ^`" Property Address: �' �� 9 Roofing Permit Number: Dear Building Official: certify that I am not required to retrofit the roof to wall connections of my building because: .The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. ❑ The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) 1 � t"V Signature State of Florida County of Dade Print Name The undersigned, being the first duly swom, deposes and says that he/she is the owner for the above property mentioned. Sworn to and subscribed before me this !! Z6 day of .1 d0/'` r►� Notary Public State W Florida Barbara Asfendis My Commission FF Omses Notary Public, Sate of Florida at LargeAA,"e a►w Wres 07/1sn0n • 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 FOC 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 DATEDDmYY) CERTIFICATE OF LIABILITY INSURANCE LjX,wL. ..r.. nr•n rule THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE f+CKIIrm,.Ia new=r. CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: N the certif I1119 holder Is an ADDITIONAL. INSURED, the potiey(laej rtlllst be endorsed. If SUBROGATION IS wA1VED, subJect to the terms and dondltlons of the PCHAY, cedgin policies may mqulre an endorsement. A stawmant on this cen flcate doss not confer rights to tho ...raa..daa h.1.1— In Ila., of such andarsam nt(el. _ PRODUCER Keen battle Mead A ComQany 7S50 Northwest 146th Street Suite 200 Miami Laken FL 33016 INSURE Piox>ieer Aaof Ag Caclpany, Ino. 2026 Graot Street 20 Hernandez 558-7.101 da2AkbA^—*.C= THIS IS TO GBRTIFY THAT THE POLICIES OF NSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSUF INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER CERTIFICATE MAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRISI EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED SY PAID CLAIM "RAML POLI TYPEOFDISORANCE LICY 8 mum GENERAL LIAMUTY Nf MERCIAL GENERAL LIABILITY A CLAIM&MADE QX OCCUR %04439000 1/13/2013 7/13/2014 GEML AGGREGATE LIMIT APPUES PER: AUTBMONE LIABILI Y B R ANY AUTO ALL OWNER SOMMULED AUTOS AMOS NONMREDAUTOB MaO WAD X UMBRELLA L1A6 7L CCCUR A EXCI SS LIAR ,CLAIMS C YIN N1 DESCRIPTION Of OPERA71ONS 1 LOCATIONS 1 License #: CCCO58041 98434402 /1/2014 V/1/2015 (Aima A0"D 101, Additional Remarks SchLIW11, IF Moro ZPaee le MOM) Certified Roofing Contractor under provisions of Chapter 489 FS. Expiration I City of Miami Shares Building Department 1005o Nz 2 Avenue Miami Shorea, rL 3S138 ACORD 2S (201 IMS028 nrlmnm M Co ..nu^sr ur VA11=023. ED NAMED ABOVE FOR THE POLICY PERIOD DOCUMENT WITH RESPECT TO WHICH THIS ID HEREIN I$ SUBJECT TO ALL THE TERMS, Y. L1ro11TS EACHCOCURRENCE $ 1,000,000 y 100,000 MED EXP We Ve=Jn S 5,000 PERSONAL & ADV INJURY $ 1,000,000 IMENERALAOGREGATE $ 2,000,000 PRDDUCTS•CW10PAGG S 2,000,000 S 33 11000100 poolLY INJURY (Per person) & pODO-Y INJURY (per 8wwenq $ pR namm E g M9mra1 a $ EACH 0 RRENCE s 21000,000 AQMGATE S 2,000,000 $ STA EL, EACH ACCIDENT 5 500,000 E.L aSEAME - EA EMPLOYE $ 500,00 EL DISEASE -POLICY LIMIT S BOO 000 late: Aug 31, 2016 SHOULD ANY OF THIS ABOVE DOCRIBED P'OLICIF_S BE CANCELED BSPORE THF EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORM130 RBPRE9ENTATP& Alex ftrOXICSDIDY ®1988-2010 ACI The AnnRrl nan+a mnd IAmn aro ranl.xtAmel maybe of A"nRn rights CFH 2e e 1 aim'RO582432 OR Isle 29277 Ps 1?931 Ops) ) NOTICE OF COMMENCEMENT RECORDED 08120/2014,12.14,u".1' A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION I-!F';AMI t RLIE CO CLERK tIRI" I�`arlg—Gt�CaE teourar'r� FLORIDAI_� I..WtI''sT PAGE PERMIT NO. TAX FOLIO NO.[':- e)Q) L: STATE OF FLORIDA: iTATE OF FLORIDA, COUNT O ADE COUNTY OF MIAMI -DADS: HEREBY GERTIFY that this 's a true copy of the day of �rlglnal filed in this office on �— AD 20 THE UNDERSIGNED hereby gives notice that improvemenWo WIM tacef1 &t4 property, and in accordance with Chapter 713, Florida Statu p�pgnd county courts is provided in this Notice of Commencement. V ccilla D.C. ;v V�t�l+ ss. 2. Description of improvement: ` `p 9 3. Owner(s) name and address: 'r Interest in property: Name and address of fee simple titleholder: 4. Contractor's name®and -address: 5. Surety: (Payment bond required by owner1rom contractor, if any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Sig ' ture of Owner Print Owner's Name - !y. - "° Prepared by Sworn to and subscriefore me this day of , 20 I R 4 Address Notary Public: Print Notary's Name:,0'n My commission expir:My Commires Feb 14 2n1Z Commission # EE 850186 °°' °�"�� Bonded Through National Notary Assn. AU 5 094 4 V�7�k�L,.� l�Oh�^OvT ••.• � • qqqo•••Q4 _ ` • o 0 Miami Shores Village 000000•••••• 0 APPROVED l3Y DATE •• • ....•• IZONING DEPT r; DEPT . (-r)MPLIANCE WITH ALL FEDERAL "''I` , AND RFrUI_ATIONS Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P,:3°x= d� - Mg: .%5 = M,, 'I, Product Approval Mf��• S (Pa: x A �� 1 - M9: ,�S = Mn 1 a�55 Product Approval Mf2!��. S (P3:00 , x x_�J = �,U ) - Ma:L= Mi3 �> > Product Approval Mt �S • S Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mf Mf Re uired Moment Resistance* Mean Roof Height --► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F with the values for F,. If the F`values are greater than'or equal to the F, values, for eacWarea,of•the roof; (herr sy the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= ) - W: x cos 0: - = F„ Product Approval F sees. (Pz: x 1: = x w:= _) - W: x cos 0: - = F,1 Product Aorov&r ' •0 • .• . (P3: x 1: = x w:= )-W: x cos 0: - = F,3 Product ApPro dal F -' .s e • noses* • •• • • • • 00.0.0 :sees: • • Where to Obtain Information I'noses • eel - Description Symbol Where to find sees or 19411941194D Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by#* bead on ASC2'P Mean Roof Height H Job Site • • • • • • Root Slope 8 Job Site • • • Aerodynamic Multiplier A Product Approval • • o Restoring Moment due to Gravity Ma Product Approval Doome • . Attachment Resistance M, Product Approval seed Required Moment Resistance M, Calculated Minimum Attachment Resistance P Product Approval Required Upll t Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I = length w - Width Product Approval All calculations must be submitted to the Building Officlal at the time of permit application. •• • • • • 00.0.0 :sees: • • TGFU.R3225 - Roofing Systems VOL dRi t 1 dER1fIFIClt7'fdRi� DiRlcCTdiBY Roofing Systems Page 6 a Roofing Systems See General Information for Roofing Systems TAMI(o BUILDING PRODUCTS INC 601 N HIGH ST JOPLIN, MO 64801 USA R322S For Uplift Resistance Clesstficatigns, See TOM Found In this Directory. Pittsburg -Corning foam glass Insulation Is a suitable alternative for use In any of the following roofing systems. "Awaplan 170"is a suitable alternate for "Awapian Premium' In any of the following roofing systems using "Awsplan Premium". 1 in. min tongue and groove board is a suitable alternate far 1/2 in. plywood decks with all joints biocced. "Verse -Base" or "Versa -Base FR" are suitable alternates for the first base sheet in any of the following roofing systems. "Awaplan Premium'9s a suitable alternate for Awaplan Versa -Smooth" In any of the "Awaplan" systems listed below. Awaflex FR Is a suitable alternate fpr Awaplan 170 In any of the following roofing systems, Page 1 of 15 Polylsocyanurate and Polystyrene insulation can be used in any of the following Insulated noncombustible systems when covered with a min thickness of 1/2 In. perllte or wood fiber board. "AwaFiex" is a suitable alternate for "Awaplan 170" in any of the following systems. "Awaplan Heat Weld" is a suitable alternate for "Awaplan Premium" and "Awaplan Versa Flex" is a suitable alternate to "Awaplan Versa Smooth". W is a sinkable alternate to "Awaplan 170 FR" in any applicable noncombustible Classification. "Tam Pro Flbered Emulsion" is acceptable for use in any of the following systems which utilize an emulsion roof coating. ASPHALT FELT SYSTEMS WITH HOT RoonNG A9PHALT • •' • • • 0000 'Tam -Ply IV"ply sheet can replace "Tam -Glass Premium" In the following Class A, B or C roofing systems. • 0000•• •• • "Vapor Chan"venting base sheet can replace "Glass -Base" base sheet In the following Class A, 8 or C roofingvstems wMaig Mr�+ noncombustible decks. ited to 0000 • • • • 0000•• "Base-N-Ply"is a suitable alternate to "Glass -Base" in any of the following systems, • • • • • "MasterSmooth"Is a suitable alternate to "43#Base Sheet" in any of the following systems. • 0000•• • The following noncombustible systems maybe Installed over a mini 2 T • • • MUM to be maintained. / yPe X gypsum board mechanically fastened td'a combustible �aclkiorthe •• • 0000 Unless otherwise Indicated, these constructions may utilize any thickness of perlite, glass fiber, polyurethane, Isocyanurate, combinsti" o • isocyanurate/perlite or polyurethane/peritte insulation hot mopped or nailed. Wood fiber Insulation is a suitable substitute on noncombustible decks only. } 'AM -PRO M3 Adhesive" may be utilized in any of the following noncombustible roof deck systems at a rate of 1-1/2 to 2-1/2 gal/sq. Class A 0000•• • • • 0000•• 0000•• 0000• 0000• 0000•• • • • 0000•• •0000• TGFU.R3225 - Roofing Systems Page 2ofl5 I. Deck: NC Incline: 3 Base Sheet (Optional): — One or more layers Vent -Ply, hot mopped In place. Piy Sheets: — Three layers Type 15 perforated asphalt organic felt ("Tri -Six" ) or four layers conventional Type 15 perforated asphalt organic felt, hot mopped at 25 lb/sq/layer. Surfacing: — Gravel, crushed stone or slag. 2. Deck: C-15/32 Incline: 1 Base Sheet: — Type 15 asphalt organic felt base sheet, hot mopped. Ply Sheets; — Three layers Type 15 perforated asphalt organic felt, hot mopped. Surfacing: — Gravel, crushed stone or slag. 3. Deck: C-15/32 Incline: 3 Base Sheets —Type 62 "Glass Base", "Tem Ply IV", "Vapor Chan", "43 lb Base Sheet" or "Tam -Glass Premium", hot mopped or nailed. Ply Sheetsr — Min two layers Type G1 `Tam Premium" "Tam -Glass or -Ply IV", hot mopped. Surfacing: — Gravel in a flood coat of hot roofing asphalt at 60 Ib/sq. 4. Decks NC Incline: 3 Base Sheet; — Type GI "Tam -Glass Premium" or "Tam -Ply IV" ply sheet or Type 62 "Vent -Ply" base sheet, hot mopped or nailed. Ply Sheets: — Min 2 layers Type G1 "Tam -Glass Premium" "Tam or -Ply IV", hot mopped. Seng: — Gravel in a flood coat of hot roofing asphalt at 60 lb/sq. S. Deck: C-15/32 Incline: 3 Insulations — 1 In. min glass fiber or perilte, nailed or sprinkle mopped. Base Sheet (Optional): — Type G2 base sheet, "43 lb. "Glass Base Sheet" -Base" or "Vent -Ply" or Type G1 ply sheet, 'Tam -Glass Premium" or "Tam -Ply IV", hot, mopped or nailed. Ply Sheets: — 3 layers Type G1 `"lam -Glass Premium" or 'Tam -Ply IV", hot mopped. Surfacing: — Gravel in a flood coat of hot roofing asphalt at 60 Ib/sq. 6. Deck: NC Incline: 1-1/2 Base Sheets — Type G2 "Glass -Base", "Tam -Glass Premium" or 'ram -Ply IV", hot mopped. Ply Sheets: — Two or more layers Type Gl "Tem -Glass "ram Premium" or Ply IV", hot mopped. Surfacing: — Type G3 'Tam -Cap", hot mopped. 7. Deck: NC Incline., 2 Insulation (Optional); — 1-5/16 - 3-1/4 In. max. In. glass fiber periite or woodfiber, isocyanurate sprinkle mopped. Base Sheet (Optional): — One or more Type 02 "Vent "Vapor -Ply", -Chan" ; Type Gi 'Tam -Glass Premium", "Tam -Ply IV' or "Glass - Base", hot mopped. Ply Sheets: — One layer "Awaplan Versa -Smooth" surface (modified bitumen) hot Surfacing: — Type G3 'Tam -Cap"; hot ' mopped PP or heat fused. • • • • mopped. • • 0000 B. Deck: C -15/S2 Incline: 1/4 • • • • • • 0000•• • 0000•• •• • 0000•• • Base Sheet: — Type 15 "43;: Base Sheet", Type G1 'Tam -Glass Premium°,'Tam-Ply IV""Glass Base", natied' • • • • • • Piy Sheets: — Two or more layers Type 61 'Tam -Glass Premium" "Tam • • •0000• • • or -Ply N", hot mopped. *see • • Surfacing; — Type G3 'Tam -Cap", hot mopped. • • *so*** 0000 • 0000• 0000•• 9 ••• 4. Deck: C-15/32 Inclines 1 • • • • • 0000• •• •• of • 0000•• • 0000•• • Base Sheet» — One or more layers Type G2 "Glass -Base", "Verse -Base" or "Vapor -Chan", hot mopped or mecRanicall?Fasten Ply Sheet: — One or more layers Type G1 "Tam IV" 'Tam Ge. •• • • • • • • -Ply or -Glass Premium", hot mopped in place. Cap Sheetm Sheets — Type G3 'Ta -Cap"; hot mapped In place. 0 • • :9090: • • •• • 0090 • • • 10. Decks C-15/32 • • • • Inclines 2 Base Sheet; — One or more layers Type 15 743# Base Sheet", hot mopped or mechanically fastened In place. Ply Sheet: — Two or mare plies Type GI 'Tam "Tam -Ply IV" or -Glass Premium", hot mopped in place. Cup Sheen — Type G3 "Tam -Cap", hot mopped In place. 11. Decfu C-15/32 Incline: 2 I Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Process No. Contractor's Name Job Address QG 0 6 2014 ROOF CATEGORY Low Slope ❑ Mechanically Fastened Tile _,M Mortar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof °` Reroofing ❑ Recovering ❑ Repair ❑ Maintenance Low Slope Roof Area (SF) ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) SECTION B (Roof Plan) •••' 0000* Sketch Roof Plan: Illustrate all levels and sections, roof drains, scOlpper'•s, ovepflew scuppers and overflow drains. Include dimensions of sections an&Wels, ciftrty identify Aim -rasions of elevated pressure zones and location of perNfil f fs. • „_, •ice••• a i . Florida Building Cod® Edition 2010 High -Velocity Hurricane Zone Uniform Permit Ap3plication 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°. �g'4 0 Product Approval No.:A Q - Design Wind Pressures, From RAS 128 or Calculations: PI -5 1 p L P2:_ Fr�% P3: : pp ■ Surfacing: Fastener Spacing for Anchor/Bass Sheet Attachment: Field: -92 oc @ Lap, # Rows @ " oc Perimeter: CP" oc @ Lap, # Rows Q �" oc Corner: C0 ° oc @ Lap, # Rows @ " oc Number of Fasteners Per Insulation Board: e " : : ■ e f 9 Max. Design Press a from the specific Proc�uc# Field -" A Perimeter-L—A Corner 6 -K) t Approval system: ei►•� 1�---�� Deck: Illustrate Components Noted and Details as 1 Applicable: Type: 1D • cJ�. Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Gauge/Thickness: Counter- Flashing, Coping, Etc. : i Indictite: Mean Roof Height, Par !Hei ht Height of Slope: �s Base Flashing, Component Material, Material Thickness, : Anchor/Base Sheet & No. of Ply(s):y �Q.S� t Fastener -Type, Fastener Spacing or Submit Manufectur- ers Details that Comply with RAS 111 and Chapter 16 Anc or/Base he t F tener/Bonding Matarl Insulation Base Layer: -% A /Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top insulation Layer: r v A Top Insulation Size and Thickness: Top lmsuiatlon Fastener/Bonding Material: Base Sheets) & No. of Ply(s): Base Sheet Fastener/Bonding Material: Ply Sheet(s) & No. of Piy(s):-- Ply heat F,ste 0 BpVding Material: Top Ply: Top PI Fasten Bo di Material: 2010 FLORIDA BUILDING CODE —• BUILDING Ir -1 &,Wo;a�A 44k," l KuD.c. / h4f Sf+ ;l. 0 T .=T== F I : : 15.35 oeParal .. •..AQigt o• .• • Goes • •• sees •• • «,e• . . e• LMean :saw • • se Heigh e :G we•• rss• : : 15.35 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer:`_ ; Product Approval Number Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): Maximum Design Pressure Product Approval Specific System: u Method of Tile Attachment:,�� , Steep Sloped System Description Deck Type: Roof Slope: 12 Ridge Ventilation? Underlayment: Mean Roof Height: `+ • 0000 ��. - . • 0000 0000.. • Barrier: 0.00•• 0.00•• 0000.. v 0000.. 0000. Fastener Type & Spacing: �'� � •��'i`�!► � i � i� '� 0000.• • • 000 Adhesive Type: 0 • ,1.. � 0000.. 0000.. .. . .••• • Type Cap Sheet: -� � n 0000 Covering: I Lr- b� Type & Size Drips Ed e: F" &J, 1 Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M, with the values from Mf. If the Mr values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P1: l x A 'A -_�-M • LL, Mr1 Product Approval Mf�� v (PZ: x �, o _ ) - M®:(L= Mrz Product Approval Kt2. S (P3: x A `�� ) -mg:( . ( ` = Mr3 Product Approval Mt - � Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (Mr) From Table Below Product Approval Mt Mf Required Moment Resistance* Mean Roof Height --► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 1 30.0 *Must be used In conjunction with a list of moment based the systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F' with tpe Vinves for*"' • Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, thdd.'. the tile attachment method Is acceptable. * • • * • • ...... Method 3 "Uplift Based Tile Calculations Per RAS 127" • • • • • • • • • • • • (P1: x 1: = x w:= _ ) - W: x cos 0. - = Fr, t ProducApprovatF' • • • (PZ: x 1: = x w:= _ ) - W: x cos & - = F2 Product Apgrj*#IF' • _ ; (P3: x 1: = x w:= ) - W: x cos M - = Fi3 Product AppimmaLB' ... 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 B Job Site Aerodynamic Multiplier A Product Approval Restoring Moment due to Gravity Ma Product Approval Attachment Resistance M, Product Approval Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, Calculated Average Tile Weight W Product Approval Tile Dimensions I = length w = width Product Approval All calculations must be submitted to the Building Official at the time of permit application. ... SECTION 1524 :.A, 715 tt d " b®A s E 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing perinit and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been n explained Y 1. Aesthetics—WorlunausWp: The worlananship provisions of Cha ter ' 15 Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed- as part of the agreement between the owner and the contractor. iJ�L4 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zone) of the Florida Building Code. (rhe roof deck is usually concealed prior to removing the existing roof system). �Aj' 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. townhouses, condominiums, etc. ). In building with common roofs, awroofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed CeiUngs: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. d 5. Ponding Water: The current roof system and/or deck of the building may not drain w!py jad may cause water to pond (accumulate) in low-lying areas of the roof. Ponding carr h'i;$ indica jun, of structural distress and may require the review of a professional structural engineer. Pggdipg may'rA ten the life expectancy.and"performance of the new roofing system. Ponding conditionsu*.not be evident until the original roofing system is removed. Ponding conditions should be corrected..... 0000 " '0000' '0000' 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off salbat the roof M of overloaded from a build up of water. Perimeter/edge walls or other roof extensibfas'r'hay blodlc this discharge if overflow scuppers (wall outlets) are not provided It may be necessary£ is Mstall oy erAgw scuppdrrs in accordance with the Florida Building code, Plumbing.ease • • • • • • • • I Ventilation: Most roof structures should have some ability to vent natural airflow tbro rthe interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Owner's/Agent's Signature Date Roofing Owners Considerations Page 1 of l Contractor's q, 08/03R1.0 0000.. • 0000.. 0000.. 0000. 0000. 0000.. 0.0000 • •••00• • • CCUNTY ,� MIAMI-DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNQ 11805 SW 26 Street, Room 248 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOM ww%miamidade nov/building/ Eagle Roofing Products LLC 1573 East C.R. 470 Sumterville, FL 33585 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. 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. 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: Malibu Concrete 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.... . . 6666 6666.. RENEWAL of this NOA shall be considered after a renewal application has been filed 66 tht"re has bkof Ao change in the applicable building code negatively affecting the performance of this proddet:: * * * 6' 6 0 6.666. TERMINATION of this NOA will occur after the expiration date or if there has been a�y�ibn or Cliff in thZ 6 6000 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an end rstment of" 66:60 product, for sales, advertising or any other purposes shall automatically terminate this N@vA *Failure toeormply "":' with any section of this NOA shall be cause for termination and removal of NOA. ; 6 0:6; ' '. . . . . 666006 6666.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County,klporic�a, an! f9JJ91ved by' 6"; the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,Asn 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 #06-0526.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. 4WOPI— NOA No.:11-0321.01 MIAMOR ® Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Ca e z : Roofing Sub Cateeo : Roofing Tiles Material: Concrete 1. SCOPE: This approves a system using Eagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifotions Description Malibu Concrete Tile 1=17" TAS 112 Low profile, interlocking, high pressure w = 121/2" extruded concrete roof tile equipped with '/2" thick three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for w = varies use at hips, rakes, -ridges and valley varying thickness terminations. Manufactured for each tile profile. ...... ... ...... 0000•• • • • 0000•• 0000 0000 • • 0000 0000 0000• 0000•• 0000 0000• •• •• •• • 0000•• • 0000•• • • • • • • 0000•• 0000•• • 6 6 • 06 • •666 •0660• • • 6060 NOA No.:11-0321.01 MD.0E 2% NTY Expiration Date: 10/05/16 •' + + Approval Date: 05/12/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test A¢ency Test Identifier PRI Construction Materials PRI06178 Technologies Redland Technologies 7161-03 Appendix III Redland Technologies 7161-03 Appendix II Redland Technologies P0402 The Center for Applied 94-060B Engineering, Inc. The Center for Applied 94-084 Engineering, Inc. Redland Technologies P063I-0I Redland Technologies Letter Dated Aug. 1, 1994 Professional Service 224-47099 Industries, Inc. The Center for Applied 25-7094-1 Engineering, Inc. The Center for Applied 25-7094-7 Engineering, Inc. The Center for Applied 25-7094-4 Engineering, Inc. The Center for Applied Project No. 307025 Engineering, Inc. Test #MDC -76 The Center for Applied 25-7183-1 Engineering, Inc. The Center for Applied 25-7183-2 Engineering, Inc. Test Name/Regort TAS 112 Static Uplift Testing TAS 102 & TAS 102(A) Wind Tunnel Testing TAS 108 (Nail -On) Withdrawal Resistance Testing of screw vs. smooth shank nails Static Uplift Testing TAS 101 (Adhesive Set) Static Uplift Testing TAS 101 (Mortar Set) Wind Tunnel Testing TAS 108 (Mortar Set) Wind Tunnel Testing TAS 108 (Nail -On) Physical Properties TAS 112 Static Uplift Testing • • • • • TAS 102 •0•••• (4" Headlap, Nails, Direct Deck,14M. Construction)O Static Uplift Testing ...... TAS 102 (4" Headlap, Nails, Battens) ' Static Uplift Testing ' • •' TAS 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Wind Driven Rain TAS 100 Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing TAS 102 (2 Quik -Drive Screws, Battens) Date 08/23/06 Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 Aug. 1994 Self 'f�94 • r• Ome 1994 .oe. .o egos .o.o Oci••1994 0 .006.0 Oct. VW4 0000 Oct. I994 Feb. 1995 Feb. 1995 NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 3 of 7 s0o.0o •cess• The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering, Inc. 25-7214-6 TAS 102 (1 Quik-Drive Screw, Direct Deck) (I Quik-Drive Screw, Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering, Inc. Evaluation Two Patty Adhesive Set System April 1999 Calculations Walker Engineering, Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering, Inc. Evaluation 25-7094 February Calculations 1"6 Walker Engineering, Inc. Evaluation 25-7496 April 19% Calculations Walker Engineering, Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4 & 5 25-7848-6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep. 2006 Walker Engineering, Inc. Calculations Restoring Moment Due to Gravity Sep. 2006 3. LINWATIUNS: • 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 accdfd'aVice with A,S; , • • • 106 may required, refer to applicable building code. ; • • :"": • •, 3.3 Applicant shall retain the services of a Miami-Dade County Certified I..abop or9 to pelfonx• • • • • • quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be-submits jp • • •"' • the Building Code Compliance Office for review. 000000 • • 3.4 Minimum underlayment shall be in compliance with the applicable Roofirv4j!ications D • Standards listed section 4.1 herein. • • • • • • 3.5 30/90 hot mopped underlayment applications may be installed pwpendicu�j.e the roof slaps • • • 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.:11-0321.01 air Roos cExpiration Date: 10/05/16 Approval Date: 05/12/11 Page 4 of 7 4. INSTALLATION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dlmensions (I x w) Tile Profile Weight -W (lbf Length-! (ft) Width -w (ft) Malibu Tile 9.51.417 7":12" or greater 1.04 Table 2: Aerodynamic Multipliers - ft Tile Profile x (ft) x aft ) Batten Application Direct Deck Application Malibu Tile 0.305 0.282 Table 3: Restoring Moments due to GravIty - M ft -Ib Tile Profile 3"•12" 4"•12" 6"•12" 6"•12" 7":12" or greater Malibu Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck. Battens Direct Deck Battens Direct •l5@pk 6.30 6.65 6.21 6.54 6.08 6.49 5.93 6. • 5.77 •6'08 go 0 Table 4: Attachment Resistance !Expressed as a Moment -1Vjj f f bf) • • • for Nail -On Systems 0•....' Tile Profile Fastener Type Direct Deck (min 16132" Direct Deck.... (min. 191321J • • • • BgV0M • • ' plywood) plywood) ;":': • Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 284.. 1-10d Smooth or Screw 8.8 11.8 �.3. Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.1 Shank Nails 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip) 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Eave Clip) 2-10d Smooth or Screw 35.5 35.5 34.8 Shank Nails Field Clip) 2-10d Smooth or Screw 31.9 31.9 32.2 Shank Nails Eave Clip) 2-10d Ring Shank Nails 43.0 r 67.5 50.9 1 Installation with a 4" We headlap and fastemers are located a min. of 2%" from head of Elie. NOA No.: 11-0321.01 Expiration Date: 10/05/16 Approval Date: 05112/11 Page 5 of 7 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Adhesive 26.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 11A grams. Polyfbatn Product Inc. Average weight per patty S grams. Table 6: Attachment Resistance Expressed as a Moment - Mf (ftdbf) for Single Pgjty Adhesive Set toms Tile Profile Tile Application Minimum Attachment Resistance Malibu Tile Polyfoam Pol ProTm 86.61 Poi foam Pol ProTm 45.5 4 Laroe Daddy placement of 54grams of Pol Pro's". •1 .60 sees. 4 Medium paddy placement of 24 rams of Po Prow, Table 7: Attachment Resistance Expressed as a Moment - Mf(ft-ibf) for Morar Set Systems Tile Tile Attachment .... Profile Application Resistance 0 • • • • 6 Malibu Tile Mortar Set •1 .60 sees. 006.60 .• . S T.ABELIlYG • ease 0090 6 • • • 0000 0000 0000.. 0000 All tiles shall bear the imprint or identifiable marking of the manufactureft n1fte or logo• Oce • 0000 Detail Below} or following statement: ' Miami -Dade County Product ContV );;proved;. . :--see • • • .•. 00• • • 0000 -EA6LE 0 FL OR/ D.A MALIBU CONCRETE ROOF TILE LABEL, SUMTERVII.LE. PLANT (LOCATED ON UNDERSIDE OF TILE) NOA No.: 11-0321.01 H N4 E CO Expiration Date: 10/05/16 • Approval Date: 05/12!11 Page 6 of 7 0000.. 0000.. 0000.. 0000. 0000. 0000.. •' • 0000.. • •0000• 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. PROFILE DRAWING 1 i APPROVELI 10 • 00 00 •00•i 0080 800.0 �'' • . • • • '•8 08 • 080000 ?'�• • • • 0000•• • 0000•• • • " • • • 0000•• 00 • 0000 • • 1 • 0000 MALIBU CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.:11-0321.01 Expiration Date: 10/05/16 Approval Date: 05/12/11 Page 7 of 7 MIAMMM MIAMI -DARE COUNTY ®- PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2540 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vnvw.miamidade.eov/oera 3M Company 3M Center Building 0220-05-E-06 St. Paul, MN. 55144-1000 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Me- ...... including the High Velocity Hurricane Zone of the Florida Building Code. • . . ...... ... ...... DESCRIPTION: 3M'rm 2 -Component Foam Roof Tile Adhesive AH -160 • • • : • • • .... .... . . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,Wt6%Jate aibfb&o Wng • •;• •. statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. • • • • " • • • • •so •••••• RENEWAL of this NOA shall be considered after a renewal application has been filed and :11ftlas 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, :a the • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. L C2�� APPROVED I NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2 -Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: roduct Dimensions Test Product Description Specifications 3M m 2 -Component Foam N/A Roof Tile Adhesive AH - 160 Foam Dispenser RTF 1000 N/A ProPack® 30 & 100 N/A TAS 101 Two component polyurethane foam adhesive PRODUCTS MANUFACTURED BY OTHERS: Dispensing Equipment 0 Dispensing Eq ip e'a 0000 00 • 000000 0.0.00 •• • 0000.. • 0000 0000 Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NQA A iich lia-Moment resistance values with the use of 2 -Component Foam Roof Tile Adhesive AH -160 **:so: • • • • roof tile adhesive. 00 • • ° • • MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Prope Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content • • • 0000 000 Test Results ASTM D 1622 1.6lbs ./fi.3 ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise ASTM D 1623 28 PSI Parallel to rise ASTM D 2127 0.08 Lbs./Ff ASTM E 96 3.1 Perm / Inch ASTM D 2126 +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date: 05/10/17 Mu►Mh ec Approval Date: 05/10/12 Page 2 of 7 0000.. 0000.. 0000.. 0000. 0000. 0000.. •0000• 0000.. Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 Celotex Corp. Testing Services 528454-2-1 TAS 101 257818 -IPA TAS 101 12/16/96 528454-10-1 25-7438-3 SSTD 11-93 10/25/95 520109-2 0000.. 25-7438-4 0000.. 520109-3 • • 520109-6 " " 25-7438-7 SSTD 11-93 11/02/95 520191-1 TAS 101 0 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[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96-1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454-9-1 0090 528454-10-1 090000 520109-1 TAS 101 '..' 12/Q�f.8 520109-2 0000.. .. . 0000.. 520109-3 • • 520109-6 " " '�•� 520109-7 520191-1 TAS 101 0 09JQ2/99 520109-2-1 • *ease* • LmTATIONS: ; • 0000.. • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTm 2 -Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3Mm 2 -Component Foam Roof Tile Adhesive AH. 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their file assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F —w 2 P= MS NOA No.: 12-0228.18 roaMweeo nrtr Expiration Date: 05/10/17 APPROVED Approval Date: 05/10/12 Page 3 of 7 •9999• 99999. 0000 9 . 0000. 99999 0000.. 0000.. 999999 INSTALLATION: 1. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3Mm 2 -Component Foam Roof Tile Adhesive AH - 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF 1000 or ProPack® see • 30 & 100 dispensing equipment only. • see: • 7. 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanefltdyto'swilightr • • 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minuM IM 3MTN1J • • Component Foam Roof Tile Adhesive AH -160 has been dispensed. • • • • • sees sees 9. 3Wm 2 -Component Foam Roof Tile Adhesive AH -160 placement and minimum pattywveight shall be la• accordance with the 'Placement Details' herein. Each generic tile profile requires the spe placevfVV%oted •• • herein. es 00 sees.. • Table 1: Adhesive Placement For Each Generic Tile Profile • • •"' Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy WeigbIl r paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile 2 Piece Barrel #1 17/side on cap and 34/ an N/A Flat, Low, High Profiles 1 #2 1 24 N/A Flat, Low, High Profiles 1 #3 1 8 NOA No.: 12-0228.18 Expiration Date: 05/10/17 MaMF ... EDI Approval Date: 05/10/12 Page 4 of 7 sees.* s sees.. sees. 9.000 see*** s 9699:• •0900: 9 • LABELING: All 3MTM 2 -Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERmrr REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOftw* plaft wnent Peddy l T11e) umhftmed • 1 101n EmCom F Ewe eon mtly FaroClam 41wtram�taephc4s •• • • Facie* Eere • PPROVEDI NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12. Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nd through plaft eemetrt Paddy (gam Tb) Nab through plastic cement Paddy (Bei TUe) UsderlaymeM .� Umiedaymert y Vn. -- T h % 2 w� EsreCovtse . • Fascla Facie %W11001a EMCaase iare4b= • • �P ' • hPPROVEDII Erie Cmuse Paddy)Be�th Tye} 'C_ EM Comae Fascia 9999• • • 9.999• •• • 69009• .9999• 9.•••• 9806 • 0 • ' 9999 e••• •006• • • •96• 00••0 ' ' ••• •966•• 9999•• • • 0 • • • • • 090090 •••.•9 • • •9.08•• NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 Nall through plastic cement Ah I „r'I ogle PAY °x 3 hu under the ` u paddy on 2 In._ 41n. 0slngbpa*' anile I �PPROVED� ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY paddy Nag through plastic (between tile) UnderWunt Paddy (under tile) I END OF THIS ACCEPTANCE Single paddy under tqe Single paddy between the 2 hu z 7 In. medlwn sbs paddy esus burse only .,_<Fmla ale Ease dum "a* 0000 • • 0000 0000•• r; r/ I: ,I I ❑Gil�r II \ / • `' 1, II I i la�� IMI � 0000•• • :r: M. r: I •' . I 000000 • END OF THIS ACCEPTANCE Single paddy under tqe Single paddy between the 2 hu z 7 In. medlwn sbs paddy esus burse only .,_<Fmla ale Ease dum "a* 0000 • • 0000 0000•• r; I ❑Gil�r II \ END OF THIS ACCEPTANCE Single paddy under tqe Single paddy between the 2 hu z 7 In. medlwn sbs paddy esus burse only .,_<Fmla ale Ease dum "a* NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 0000 • • 0000 0000•• 0000•• •• • 0000•• • 000000 • • • •••90• •999 9.9• • • • • • • 0000 0000 60.09 09.09• 0090 0000• 00. .00 .. ...... NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 AHAW-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/peea Tamko Building Products, Inc. 220 West 0 Street Joplin, MO 64801 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA — Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TAMICO BUR Roofing System over Wood Decks. • • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name vrkW, city, We*,•and • • • •: • following statement: "Miami—Dade County Product Control Approved", unless otherd6 Mfidted hereirr. ; ; .... .... RENEWAL of this NOA shall be considered after a renewal application has been filed gild there hn been • • . . • •; • • no change in the applicable building code negatively affecting the performance of this Po ict. 0:oro *goo*. .. .. . •..•.• TERMINATION of this NOA will occur after the expiration date or if there has bean aievision or change '. in the materials, use, and/ or manufacture of the product or process. Misuse of this NPA a§ an eni"se6nt • of any product, for sales, advertising or any other purposes shall automatically termilWpo $s NOA..Fajjure :o --o: to comply with any section of this NOA shall be cause for termination and removal of NOA. 60:6 ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No. 11-0415.15 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. I APPROVED NOA No.: 124601.10 Expiration Date: 08123/16 Approval Date: 08/16/12 Page 1 of 16 ROOFING SYSTEM APPROVAL Category: Roofing Sub -Category: Built-up Roofing Material: Fiberglass Deck Tyoe: Wood Maximum Design Pressure: -60 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 NOA No.: 12-0601.10 Muu�F�QE COuw'rY Expiration Date: 08123/16 Approval Date: 08/16/12 Page 2 of 16 Test Product Product Dimensions Specification Description Awaplan 170 FR Roll weight: 98 ASTM D 6164 A 180 g/m2 polyester reinforced SBS lbs.; 33' 11" x 39 Type I modified bitumen membrane surfaced 3/e" with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. Awaplan 170"' Roll weight: 98 ASTM D 6164 A 180 gW polyester reinforced SBS lbs.; 33' 11" x 39 Type I modified bitumen membrane surfaced 3/8" with granules. Applied in hot asphalt or cold adhesive. Awaplan Premium FR7 Roll weight: 101 ASTM D 6164 A 250 g/m2 polyester reinforced lbs.; 33' 11" x 39 Type II modified bitumen membrane surfaced 3/8" with granules. Applied by hot aspUt and also used as a walkway maferial.' ...... Awaplan Premium Roll weight: 101 ASTM D 6164 A 250 g/m2 polyeqerr.*orced�3$S • 0 lbs.; 33' 11" x Type II modified bitumen p1gMb ane surfa;ed 393/8" with granules. Applied jn hot aspb& :0000: or cold adhesive, A&alc8 used*wA . 99:908 walkway material • -: -. - •... ..... Awaplan Versa -Smooth P Roll weight: 100 ASTM D 6164 A 180 W 1 est*r remforced%%SO Po Y """ lbs. 33' 11" x Type I •ei.00. 0 modified bitumen=nembpne. Applied 0. 0 39'/g" in hot asphalt, by torch,.or :60606 0 0 mechanically fastened; a$ a base pl;+0in :**0*: 2 ply modified systems. 000. Awaplan Versa -Flex Roll weight: 76 ASTM D 6164 A 190 g/m2 nonwoven polyester lbs.; Type I reinforced SBS modified bitumen 33' 11"x39-3/8" membrane. Applied in hot asphalt, as a base ply in 2 ply -modified systems. Base N -Ply® Roll weight: 72 ASTM D 4601 Type 11 asphalt impregnated and lbs.; 108' x 36" Type II coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. NOA No.: 12-0601.10 Muu�F�QE COuw'rY Expiration Date: 08123/16 Approval Date: 08/16/12 Page 2 of 16 NOA No.: 12-0601.10 Expiration Date: 08/23/16 MrAMam►ue COUNTY Approval Date: 08/16/12 Page 3 of 16 .Does. ...s. o s.•0 0060.• . 0D006o Test Product Product Dimensions Specification Description Glass-Base'O Roll weight: 72 ASTM D 4601 Type II asphalt impregnated and lbs.; 108' x 36"; Type II coated glass fiber base sheet for use in conventional and modified bitumen built-up roofing. Tam -Cap"' Roll weight: 83 ASTM D 3909 Asphalt impregnated and coated felt lbs.; 36'x 36" surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Tam -Glass Premium"° Roll weight: 53 ASTM D 2178 Type VI asphalt impregnated glass felt lbs.; 180' x 36" Type VI for use in conventional and modified bitumen built-up roofing. Tam -Ply Wm Roll weight: 44 ASTM D 2178 Type IV asphalt impregnated glass felt lbs.; 180'x 36" Type IV for use in conventional and modified bitumen built-up roofing. Type 43 Base Sheet Roll weight: 85 ASTM D 2626 An organic felt reinforced asphalt base lbs.; 72' x 36" sheet. Applied in hot asphalt or mechanically fastened. Vapor -Chan'" Roll weight: 86 ASTM D 4897 Heavy-duty fiberglass base sheet lbs.; 36' x 36" Type II impregnated and coated on both sides with asphalt with or without a fine mineral stabilizer. Surfaced on the bottom side with coarse mineral granules embedded in hot asphalAc. • Versa-Base'm Roll weight: 94 ASTM D 6163 coating. o000000 coated' Asphalt impregnate$'andgSs lbs.; 54'x 36" Type I fiber base sheet for use m conve$fiolial and modified bitumgj j ilt-up rooDpg. Tam -Pro Fibered 5 gallon ASTM D 1227, Protective coating • • • • • • • • • • Emulsion Coating type II o o . 6 D ° • • • ° Tam -Pro Quick Dry 5 gallon ASTM D 41 D. .6 D. e Asphalt based pn'uvi... Primer Tam -Pro FR Fibered 5 gallons ASTM D 2824, Flame retardant Ateehe coafmg� Aluminum Coating type III • • • • : • NOA No.: 12-0601.10 Expiration Date: 08/23/16 MrAMam►ue COUNTY Approval Date: 08/16/12 Page 3 of 16 .Does. ...s. o s.•0 0060.• . 0D006o APPROVED INSULATIONS: Product Name ACFoam Composite ACFoam II EnergyGuard Fiberboard High Density Wood Fiberboard ENERGY 3, PSI -25 ENRGY 3 Plus ENRGY 3 Composite, Fesco Foam Fesco Board Structodeck, Structodek FS Multi -Max -3, Multi -Max FA -3 H -Shield H -Shield WF ISO 95+ GL ISO 95+ Composite TABLE 2 Product Description Manufacturer (With Current NOA) Isocyanurate Insulation with perlite facer Atlas Roofing Corp. Isocyanurate Insulation Atlas Roofing Corp. Wood fiber board GAF Mat'l. Corp. High Density Wood Fiber insulation board. Generic Isocyanurate Insulation. Johns Manville Polyisocyanurate / woodfiber insulation Johns Manville Polyisocyanurate / woodfiber insulation Johns Manville Rigid perlite roof insulation board. Johns Manville High Density Wood Fiber insulation board. Masonite Expanded Glass Rmax, Inc. Polyisocyanurate foam insulation Hunter Panels Wood fiber/Isocuanurate Composite Hunter Panels Insulation Polyisocyanurate Foam Insulation Firestone Building Products Polyisocyanurate / Woodfiber insulation Firestone Building Products • • • • . . .... ...... 0000•• •• • • 0000•• 0000•• • • • 0000 0000 0000•• • • 9 • 0 • 0000 0000 0000. 0000•• 0000 • 9 • • • • 0000• •• 99 •• • 0000•• 0000•• 9 • • • • 9 • 0000•• 0000•• • • • •• • 9999 •0090• 9 9 NOA No.: 12-0601.10 Expiration Date: 08/23/16 Approval Date: 08/16/12 Page 4 of 16 APPROVED FASTENERS: NOA No.: 12-0601.10 Expiration Date: 0=3/16 MI MFDAD; COUNTY Approval Date: 08/16/12 Page 5 of 16 TABLE 3 Fastener Product Product Manufacturer Number Name Description Dimensions (With Current NOA) 1. Dekfast Fasteners #12, Insulation fastener for wood, SFS Intec, Inc. #14 & #15 steel and concrete decks 2. Dekfast Hex Plate Galvalume hex stress plate. 2 7/8" x SFS Intec, Inc. 3 1/4" 3. Dekflat Plate Polypropylene plastic plate. 3" round SFS Intec, Inc. 4. #12 Roofgrip Fasteners Insulation fastener for wood OMG and steel. 5. Metal Plate Galvalume stress plate. 3" round OMG 3" square 6. Gearlok Plastic Plate Polypropylene round plate 3.2" OMG 7. OMG Fastener # 12 & Insulation fastener OMG #14 8. OMG G-2 Galvalume AZ55 steel plate 3.5" round OMG 9. OMG Standard Galvalume AZ50 steel plate 3" round OMG 10. OMG Polypropylene Polypropylene plastic plate 3.25" round OMG 11. Insul-Fixx Fastener Insulation fastener for steel SFS Intec, Inc. and wood decks 12. HD Insul-Fixx Fastener Insulation fastener for steel SFS Intec, Me and wood decks . . 6..6 • 0060.0 . 13. Insul-Fixx S Plate Galvalume AZ50 steel plate 3" round • , $f ejntec, - 0 ? : • : 909* • 14. Insul-Fixx P Plate 3" round polyethylene stress 3" round 6666.. ,US Intec, Inc,. • • • • plate• 0000 6.06 0000. 15. Tru -Fast Insulation fastener for steel �Tzu-Fast Cwp. 000** • and wood decks 000000 .. . 6 6 6 6 6 6 16. Tru -Fast Plates Galvalume AZ55 steel plate 3" round f4w.Tju-Fast Corp. .0 17. Gripdek Fastener Insulation and Base sheet Various . • • 666. 6 6 6 � OMG• .6..66 Fastener 6. 60 . 6060 .00.00 6 6 666. NOA No.: 12-0601.10 Expiration Date: 0=3/16 MI MFDAD; COUNTY Approval Date: 08/16/12 Page 5 of 16 EVIDENCE SUBMITTED: Test Aaenev/Identifier Name Report Date Factory Mutual Research Class 4470 J.I.4DOA7.AM 10/21/98 Corporation Class 4470 J.I.OZ4A3.AM 08/27/97 Class 4470 J.I. 1D4A7.AM 10/20/97 Class 4470 J.I.3B5A9.AM 08/27/97 Class 4470 3027787 08/14/06 Class 4470 3027789 08/14/06 Class 4470 3027790 08/14/06 Class 4470 3027791 08/14/06 Underwriters Laboratories, Inc. UL 790 R3225 Published Annually Dynatech Engineering Corporation TAS 114 4440.05.95-2 05/01/95 TAS 114 4440.05.95-1 05/01/95 Exterior Research & Design, LLC. TAS 114 4444.06.98-1 06/15/98 Trinity ERD TAS 117 C8500SC.00.07 11/30/07 TAS 117 & TAS 114 C12410.08.09 08/14/09 PRI Construction Materials ASTM D 5147/ D 6164 TAP -252-02-01 03/14/12 Technologies LLC ASTM D 5147/ D 6164 TAP -253-02-01 03/14/12 ASTM D 6163 TAP -254-02-02 01/24/12 ASTM D 4601 TAP -255-02-01 11/04/11 ASTM D 4601 TAP -255-02-02. 11/Ofj):- ASTM D 2178 TAP -256-02-01000- 11/04/j 16 ASTM D 2178 TAP -256-02-02.096.. 11/04/119' ASTM D 2626 TAP -257-02-019 * 4 * 9 12/12/11 ASTM D 4897 TAP -257-02-026----6 11/18/14-. ASTM D 3909 TAP -257-02-03 •"6 11/1SA 1' ASTM D 5147/ D 6164 TAP -266 -02 -Of 0:0*: 06/19=, ASTM D 6164 TAP -272-02-01" " 08/OIA2 ' 9999.. 9999.. .. 9999 NOA No.: 12-0601.10 Expiration Date: 08/23/16 � n eouKnr Approval Date: 08/16/12 '' __ Page 6 of 16 APPROVED ASSEMBLIES Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32° or greater plywood or wood plank. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2'Y2" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type A: Anchor sheet mechanically fastened; one or more layers of insulation adhered with approved asphalt adhesive. All General and System Limitations apply. Anchor Sheet: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: Fastening: (Option #1) Attach anchor sheet using 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. Maximum Design Pressure 52.5 psf, (See General Limitation #7.) (Option #2) Attach anchor sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or OMG Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the Sheet. sees Maximum Design Pressure —60 psf, (See General Limitation #'�1• • , • , • • • • • • • Goes.. .• • ...... Insulation Laver Insulation Fasteners.:.. Fastener • able 3 DenAvife ...... .... .... One or more layers of any of the following insulations: • ..... 00.00. •.:s ACFoam II, ENRGY 3, ENRGY 3 Plus, IsoTherm R, ENRGY 3 Composite, M 99+GL, ISo 95+ ..... ' G •' G G Composite, ISO -Roc, UltraGard Gold, ACFoam Composite, Multi -Max FA -3, MWLT1d, • H -Shield WF • • • • • • Minimum 1" thick N/A ' • * ; N/A... a• • • • .. Fesco Board Minimum 1/2" thick N/A N/A High Density Wood Fiberboard, Structodek FS Minimum 1/2" thick N/A N/A Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. NOA No.: 12-0601.10 Expiration Date: QW3/16 Approval Date: 08/16/12 Page 7 of 16 Base Sheet: (Optional) Install one ply of Type 43 coated base sheet, Glass -Base, Tam -Ply IV, Tam -Glass Premiumg or Base -N -Ply® or Versa -Smooth base sheet directly over the top layer of insulation. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. Ply Sheet: Two or more plies of Tam -Glass Premiumg or Tam -Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 2040 lbs./sq. (See specification Number for appropriate number of plies) Cap Sheet: (Optional) One ply of Tam -Capp adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq.. (See Tamko application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Tam -Pro FR Fibered Aluminum Coating applied at 1 %i gal./sq. or Tam -Pro Fibered Emulsion at 3 gal./sq. 2. Flood coat of approved asphalt with an application rate of 601bsJsq.; plus gravel or slag with an application rate of 400 or 300 lbs./sq. respectively. Maximum Design Pressure: See Anchor Sheet Fastening Options. 9999 . . 9999 9999.. 9999.. 9999.. 9999 9999 . . 9999 9999 9999. 9999.. 9999 9999. .. 0... 0000. 9999.. 9..98. 9 . . 8 . 99990. ...... . .9089. .. 99990060 NOA No.: 12-0601.10 Expiration Date: 08/23/16 htuacvaDe cou►mr Approval Date: 08/16/12 Page 8 of 16 Membrane Type: BUR Deck Type H: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B(1): Base layer of insulation mechanically attached, optional top layer mopped with approved asphalt. All General and System Limitations apply. Base Insulation Laver ACFoam % H -Shield Minimum 1.3" thick ENRGY 3 Minimum 1.4" thick ACFoam Composite Minimum 1.5" thick ENRGY 3 Plus Minimum 1.5" thick Multi -Max -3 Minimum 1.5" thick ISO 95+ GL Minimum 1.4" thick Fesco Foam Minimum 1.5" thick ENRGY 3 Composite Minimum 1.25" thick ISO 95+ Composite Minimum 1.4" thick Fesco Board Minimum 3/4" thick Insulation Fasteners able 3 1,2,4,5,7,8,9,17 1, 4, 5, 7, 8, 9,15,17 4, 7, 8, 9,11,12,13,14,15 1, 2, 4, 5,11,12,13,14,15,17 1,4,5,7,8,9,11,12;13,14,15 1, 4, 5, 7, 8, 9,11,12,13,14,15,17 1,2,4,5,7,8,9,11,13,15,r%. - 1, ,2,4,5,7,8,9,11,13,15,r%.'1, 2, 4, 7, 8, 9,11,12,13,14,15,x7.. 1,2,4,5,7,8,9,11,12,13,14,15..' Goo... 1, 4, 5, 7, 8,15,17 . • Fastener Density/ft2 1:3 ft' 1:3 ft' 1:2.67 fe 1:4 ft' 1:2.9 ftp 1:4 ft' 1'3 W . 1� fe: .. 0000 High Density Wood Fiberboard .00 Minimum 1/2" thick 1, 4, 7, 8, 9,15 1:2 Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Too Insulation Laver Any of the insulations listed for Base Layer, above or; H -Shield -WF Minimum 1.5" thick Insulation Fasteners able 3 N/A Fastener Density/ftp N.A NOA No.: 12-0601.10 Expiration Date: 08/23/16 r+tuvHua�►ue eoulrrtr Approval Date: 08/16/12 . PR. , Page 9 of 16 Goes.. 00069• .6900. :00606 . 06000. • .000.. Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20-40 lbs/100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the inial membrane substrate. Composite insulation panels may be used as a top layer placed with the polyisocyanurate side facing down. Base Sheet: (Optional) Install one ply of Type 43 coated base sheet, Glass -Base, Tam -Ply IV, Tam -Glass Premium@ or Base -N -Ply® or Versa -Smooth base sheet directly over the top layer of insulation. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. Note: Type 43 coated base sheet cannot be spot mopped. Ply Sheet: Two or more plies of Tam -Glass Premium® or Tam -Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 1bsJsq. (See specification number for appropriate number of plies). Cap Sheet: Surfacing: Maximum Design Pressure: (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-401bsJsq. (See Tamko application instructions for approved method of installation). (Required if no cap sheet is used) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Tam -Pro FR Fibered Aluminum Coating applied at 1 %i gal./sq. or Tam -Pro Fibered Emulsion at 3 gal./sq. 2. Flood coat of approved asphalt with an application rate of 601bsJsq.; plus gravel or slag with an application rate of 400 or 300 lbs./sq. respective! f! • • 0 0000 -45 psf (See General Limitation #9.) • • • • • NOA No.: 12-0601.10 rnAM!•DADe eoutm Expiration Date: 08/23/16 Approval Date: 08/16/12 JAPPROVED1Page 10 of 16 0000.. 0000.. .0000. 0000. 0000. 0000.. 0000.. 0000.. 0000.. .. . 0000.. 0000 0000 9 0 0 0 0000 0000 00.09. 0906 .. .. 000 0000.. 0 . . 0000.. 99 0 9999 0000 NOA No.: 12-0601.10 rnAM!•DADe eoutm Expiration Date: 08/23/16 Approval Date: 08/16/12 JAPPROVED1Page 10 of 16 0000.. 0000.. .0000. 0000. 0000. 0000.. 0000.. 0000.. Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/3211 or greater plywood or wood plank. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2%2" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type B(2): Base layer of insulation mechanically fastened; top layer adhered with approved asphalt. All General and System Limitations apply. Base Insulation Laver Insulation Fasteners Fastener able 3 Density/ft2 ACFoam 11, ENRGY-3, PSI -25, H -Shield Minimum 1.5" thick 7,11 1:1.33 ft' Note: Base layer shall be mechanically attached with fasteners and density described. Insulation panels listed are minimum sizes and dimensions; if larger panels are used the number of fasteners per board shall be increased maintaining the same fastener density (See Roofing Application Standard RAS 117 for fastening details). Ton Insulation Laver Insulation Fasteners Fastener able 3 Dens�it /ft,, High Density Wood Fiberboard Minimum 1/2" thick N/A N/A Note: Apply top layer of insulation in a full mopping of any approved mopping asphalt within the EVT range and at a rate of 20-40 lbs/100 W. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as Base Layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane substrate. Cwdlb9ite insulation panels may be used as a top layer placed with the polyisocyanurate sfile-fa'cing down Base Sheet: (Optional) Install one ply of Type 43 coated base sheet, Glas%JtVp. Tam Pjygy', Tam -Glass Premium® or Base -N -Ply® or Versa -Smooth basest directly aver the top layer of insulation. Adhere in a full mopping of approved aspinit appliedoAthin the EVT range and at a rate of 20-40 lbsJsq.. If base sheet is applied directs to polyisocyanurate insulation only a spot or strip mopped applits Oft:ts det#Ne4lu this approval is approved; see General Limitation #4. so so Note: Type 43 coated base sheet cannot be spot mopped. :":" Ply Sheet: Two or more plies of Tam -Glass Premium® or Tam -Ply IV pjy sheet adhiM`ih'a full mopping of approved asphalt applied within the EVT ranjo& at a rate 440 40 lbsJsq. (See specification number for appropriate number of plies). 66:0 Cap Sheet: (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. (See Tamko application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Tam -Pro FR Fibered Aluminum Coating applied at 1'/z galJsq. or Tam -Pro Fibered Emulsion at 3 gal./sq. 2. Flood coat of approved asphalt with an application rate of 60 lbsJsq.; plus gravel or slag with an application rate of 400 or 300 lbs./sq. respectively. Maximum Design Pressure: -60 psf (See General Limitation #7.) NOA No.: 12-0601.10 Expiration Date: 08/23/16 Approval Date: 08/16/12 Page 11 of 16 000000 000.00 :000*: 0000. 00000 0000.. 0000.. 00000. Membrane Type: BUR Deck Type 1I: Wood, Insulated 1, 2, 4, 11, 12, 13, 14, 15, 17 1:4 ft' Multi -Max -3 Deck Description: 19/32° or greater plywood or wood plank Minimum 1.5" thick System Type C: One or more layers of insulation simultaneously attached; base layers optional. All General and System Limitations apply. ISO 95+ GL Base Insulation Laver Insulation Fasteners 1:4 W Fastener able 3 Minimum 1.5" thick Density/ftp ACFoam II, H -Shield ENRGY 3 Composite Minimum 1.3" thick N/A N/A ENRGY 3, ISO 95 + GL, ISO 95+ Composite Minimum 1.4" thick N/A N/A Fesco Foam, ACFoam Composite Minimum 1.5" thick N/A N/A ENRGY 3 Plus, H -Shield WF Minimum 1.5" thick N/A N/A Multi -Mas FA -3 Minimum 1.5" thick N/A N/A ENRGY 3 Composite Minimum 1.25" thick N/A N/A Fesco Board Minimum 1/2" thick N/A/t9 • High Density Wood Fiberboard '..' .. . Minimum 1/2" thick N/A ...... iW�l Note: Both layers shall be simultaneously attached; see top layer below for fastegq,and derj% Ton Insulation Laver Insulation Fasteners ""� Fasteue-r able 3 Dens fta ACFoam II, H -Shield •' • Minimum 1.3" thick 1, 2, 4, 5, 7, 8, 9,17 : 1:3 We ENRGY 3 o Minimum 1.4" thick 1, 4, 7, 8, 9,15,17 1;4• ENRGY 3 Plus Minimum 1.5" thick 1, 2, 4, 11, 12, 13, 14, 15, 17 1:4 ft' Multi -Max -3 Minimum 1.5" thick 1, 4, 7, 8, 9,11,12,13,14,15 1:2.9 fe ISO 95+ GL Minimum 1.4" thick 1, 4, 7, 8, 9,11,12,13,14,15,17 1:4 W Fesco Foam Minimum 1.5" thick 1, 2, 4, 5, 7, 8, 9,11,13,15,17 1:4 ftp ENRGY 3 Composite NOA No.: 12-0601,10 Expiration Dater 08/23/16 hWahu a e eouKnr Approval Date: 08/16/12 JAPPROVEDIPage 12 of 16 Minimum 1.25" thick Too insulation Laver (Continued) ACFoam Composite Minimum 1.5" thick ISO 95+ Composite Minimum 1.4" thick Fesco Board Minimum 3/4" thick High Density Wood Fiberboard Minimum 1/2" thick 1, 2, 4, 7, 8, 9,11,12,13,14,15,17 1:4 ftz Insulation Fasteners Fastener able 3 Density/ft, 4, 7, 8, 9,11,12,13,14,15 1:2.67 ftp 1, 2, 4, 5, 7, 8, 9,11,12,13,14,15,17 1:3 ft' 1,4,5,7,9,15,17 1:2W 1, 4, 7, 8,15 1:2 ft' Note: All layers of insulation shall be mechanically attached using the fastener density listed above. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Testing Application Standard TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Base Sheet: (Optional) Install one ply of Type 43 coated base sheet, Glass -Base, Tam -Ply IV, Tam -Glass Premium® or Base -N -Ply® or Versa -Smooth base sheet directly over the top layer of insulation. Adhere in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq.. If base sheet is applied directly to polyisocyanurate insulation only a spot or strip mopped application as detailed in this approval is approved; see General Limitation #4. 0000 • Note: Type 43 coated base sheet cannot be spot mopped. . 0000 . 0000.. •• • 00 • Ply Sheet: Two or more plies of Tam -Glass Premium® or Tam Ply IV pl f1;19t adherent a • • • •, full mopping of approved asphalt applied within the EVT raiQ*e•�c?at a rate q.20-40 ; • • • •; lbsJsq. 0000.0 000000 0000. 000000 0000 0000. Cap Sheet: (Optional) One ply of Tam -Cap® adhered in a full mopping proved laptiial; sees:* applied within the EVT range and at a rate of 20-40 lbsJsq.. f 300 Trmko appkcation • • instructions for approved method of installation). 0 0 0 0*00900 0000.. .. 0000.. Surfacing: (Required if no cap sheet is used) Any coating, listed below, used asp a surfacing,• • must be listed within a current NOA. Install one of the following; 0000 1. Tam -Pro FR Fibered Aluminum Coating applied at 1'/Z gal./sq. or Tam -Pro Fibered Emulsion at 3 gal./sq. 2. Flood coat of approved asphalt with an application rate of 60 lbsJsq.; plus gravel or slag with an application rate of 400 or 300 lbsJsq. respectively. Maximum Design Pressure: -45 psf (See General Limitation #9.) NOA No.: 12-0601.10 Expiration Date: 08/23/16 Approval Date: 08/16/12 Page 13 of 16 y � c Membrane Type: BUR Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2%z" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type D: Base sheet attached over insulation. All General and System Limitations apply. Insulation Laver Insulation Fasteners Fastener able 3 Density/fe One or more layers of any of the following insulations: ACFoam H, ENRGY 3, ENRGY 3 Plus, IsoTherm it, ENRGY 3 Composite, ISO 95+GL, ISO 95+ Composite, ISO -Roc, U1traGard Gold, ACFoam Composite, Pyroa, Multi -Max FA, H -Shield, 11 - Shield WF Minimum 1" thick N/A N/A Fesco Board Minimum 1/2" thick N/A N/A High Density Wood Fiberboard, Structodek FS Minimum 1/2" thick N/A N/A Note: Top layer shall have preliminary attachment, prior to the installation of the basetanchor sheet, at an application rate of two fasteners per board for insulation boards having no dimension greater than 4 ft., and four fasteners for any insulation board having no dimension greater than 8 ft. All layers of insulation and base sheet shall be simultaneously fastened. See base/anchor sheet below for fasteners and density. Base Sheet: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deolea described below: • • • • • • • • • • Fastening: Attach anchor sheet using CF Dekfast or #14 Dekfast Fastenersa kht F Hix t'laks, ....:. SFS #12 or HD Insulfixx S, or OMG Accutrac Fasteners and YoSquare Plates spaced • 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the cgn tvjthe sbeet-. • . • 6660 0006 000.0 Ply Sheet: Two or more four plies of Tam -Glass Premium® or Tam Ply Iib p134 sheet adhered in a ..:..' full mopping of approved asphalt applied within the EVT range anti at a rate of A-40 6 • • . 6 . lbsJsq. 0.00•• • 0 0 060000 Cap Sheet: (Optional) One ply of Tam -Cap® adhered in a full mopping of approved 4�W* applied within the EVT range and at a rate of 20-40 lbs./sq. (�i`alko applisation instructions for approved method of installation). • • • • Surfacing: (Required if no cap sheet is used) Any coating, listed below, used as a surfacing, must be listed within a current NOA. Install one of the following: 1. Tam -Pro FR Fibered Aluminum Coating applied at 1 Y2 galJsq. or Tam Pro Fibered Emulsion at 3 gal./sq. 2. Flood coat of approved asphalt with an application rate of 60 lbsJsq.; plus gravel or slag with an application rate of 400 or 300 lbsJsq. respectively. Maximum Design Pressure: -60 psf (See General Limitation #7.) 1 JAPPROVED1 NOA No.: 12-0601.10 Expiration Date: 08/23/16 Approval Date: 08/16/12 Page 14 of 16 Membrane Type: Deck Type 1 BUR Wood, Non -insulated Deck Description: !9/32" or greater plywood or wood plank decks. Attached to 2" x 4" wood supports spaced 24" o.c. using #8 x 2%2" wood screws spaced 6" o.c. at perimeters and intermediate supports. System Type E: Base Sheet mechanically attached. All General and System Limitations apply. Base Sheet: One ply of Tamko Glass -Base, Vapor -Chan or Base -N -Ply fastened to the deck as described below: Fastening: (Option #1) Attach base sheet using 11 ga. annular ring shank nails and 1-5/8" diameter tin caps spaced 9" o.c. in a 4" lap and 9" o.c. in two staggered rows in the center of the sheet. Maximum Design Pressure —52.5 psf, (See General Limitation #7.) (Option #2) Attach base sheet using CF Dekfast or #14 Dekfast Fasteners with CF Hex Plates, SFS #12 or HD Insulfixx S, or OMG Accutrac Fasteners and 3" Square Plates spaced 12" o.c. in a 4" lap and 12" o.c. in two staggered rows in the center of the sheet. Maximum Design Pressure —60 psf, (See General Limitation #7.) Ply Sheet: Two or more plies of Tam -Glass Premium® or Tam Ply IV ply sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 8 8 0 0 Cap Sheet: . . 0000 (Optional) One ply of Tam -Cap® adhered in a full mopping of*4praved asphgtt• 0000.. • , applied within the EVT range and at a rate of 20-40 lbs./sq.. (Shy 7alnko apttic'ation instructions for approved method of installation). • • :0000: 0000 0000 . . Surfacing: 0000 0000 (Required if no cap sheet is used) Any coating, listed below, used gS a surfWhg, 0000. • see** must be listed within a current NOA. Install one of the follovWWN . 1. Tam -Pro FR Fibered Aluminum Coating applied at 1 %i jaldsq: or Tam -Pro Fibered Emulsion at 3 gal./sq. 0 0 0 0• • • • • • 0000.. 2. Flood coat of approved asphalt with an application rate of 696lps./sq.! plus ; • • ; gravel or slag with an application rate of 400 or 300 lbs./?j. reSpectivelt? 0008 • • • Maximum Design Pressure: See Base Sheet Fastening Options APPROVED NOA No.: 12-0601.10 Expiration Date: 08/23/16 Approval Date: 08/16/12 Page 15 of 16 a it WOOD DECK SYSTEM LmTATIONS: I. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LimrrATIONS: 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 tbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field-tested, are below 275 lbf. Insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific stem. Should the fastener resistance be less than that required, as det ed by tk 1� 57' q � &1'�! g...' Building Official, a revised fastener spacing, prepared, signed and sealed by a Flg idaxegisterW Professional Engineer, Registered Architect, or Registered Roof Consultant maybsubmitt&0Sard revised fastener spacing shall utilize the withdrawal resistance value taken from -Tehiag Application Standards TAS 105 and calculations in compliance with Roofing Application Stm lard RASJk7 • 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requifd Onts of th te%reas. Fastener densities shall be increased for both insulation and base sheet as cMdtld in cddtiiance with Roofing Application Standard RAS 117. Calculations prepared, signed and healed by*a* Florida registered Professional Engineer, Registered Architect, or Registered Roof ronsu�ant (When this limitation is specifically referred within this NOA, General Limitation #9 v0H npt be alWI1CdUle.) 8. All attachment and sizing of perimeter milers, metal profile, and/or flashing ter?uiahtibn desigas shall conform to Roofing Application Standard RAS 1 I I and applicable wind load requirements...:. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and comers). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended 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 9N-3 of the Florida Administrative Code. END OF THIS ACCEPTANCE � APPROYED� NOA No.: 124601.10 Expiration Date: 08/23/16 Approval Date: 08/16/12 Page 16 of 16 .000a t TGFU.R3225 - Roofing Systems TGFU.R3225 Roofing Systems Rooff ng Systems see General Information for no Sys m TAMKO BUnDiNG PRODUCTS INC 83225 601 N HIGH ST JOPLIN, MO 64801 USA For Uplift Resistance Classiflcations, See TIS= found in this Directory. Pittsburg -Corning foam glass Insulation Is a suitable alternative for use in any of the following roofing systems. "Awaplan 170"(s a suitable alternate for "Awaplan Premium" in any of the following roofing systems using "Awaplan Premium". 1 In, min tongue and groove board is a suitable alternate for 1/2 In. plywood decks with ail Joints blocked. "Versa -Base" or "Versa -base FR" are suitable alternate$ for the first base sheet in any of the following roofing systems, "Awaplan Premium"is a suitable alternate for "Awaplan Verse -Smooth" In any of the "Awaplan" systems listed below. Page 1 of 15 Awaftex FR is a suitable alternate for Awaplan 274 in any of the fallowing roofing systems, Polyisocyanurate and Polystyrene Insulation can be used In any of the following insulated noncombustible systems when covered with ain thickness in. of U2 perilte or wood fiber board. • •i • • • •••• "Awai'lex" Is a suitable alternate for "Awaplan 170" In any of the following• systems: • • • • • • •••••• • • • • 00 "Awaplan Heat Weld" Is a suitable alternate for "Awaplan Premium" and "Awaplan Versa Flex" Is a suitable alternatelft'W* 1*19 plan Versa Smooth". • • • • Is a suitable alternate to: "Awaplan 170 FR" in any noncombustible ClassificatIon. • • • • • • 0006 "Awafiex FR" y • • • •••• •••• ••••• "Tam Pro Flbered Emulsion" is acceptable far use in any of the Blowing systems which utilize an emulsion roof coatIR • • • • ASPHALT FELT SYSTEMS Vv1TH HOT FROt1I'tog ASPHALT' i • • • • • 'Tam -Ply IV"pIY sheet can replace "lam -Glass Premium" in the foilowing Class A, B or C roofing systems. ; • • "Vapor Chan"venting base sheet can replace "Glass -Base" base sheet in the following Class A, B or C roofing system when limited b? • • • noncombustible decks. "Base-N-Ply"ls a suitable alternate to "Glass -Base" In any of the fallowing systems. "Master5m00th"FS a suitable alternate to "43#Base Sheet" In any of the following systems. The following noncombustible systems may be Installed over a min 1/2 Type X gypsum board mechanically fastened to a combustible deck for the rating to be maintained, Unless otherwise Indicated, these constructions may utilize any thickness of peritte, glass fiber, polyurethane, Isocyanurate, combination isocyanurate/periite or polyurethene/perlite Insulation hot mopped or nailed. Wood fiber insulation is a suitable substitute on noncombustible decks only. "TAM -PRO M3 Adhesive" may be utilized In any of the following noncombustible roof deck systems at a rate of 1-1/2 to 2-1j2 gal/sq. Class A httpJ/database ul.comlcO-binIXYVItemplatelLISEXT/1FRAME/showuane.html?name;:=T... 9i1lient # — a, Tt3FU.R3225 - Roofing Systems Page 2 of 15 1. Delle: NC Inclines 3 Base Sheet (Optional): — One or mora layers Vent -Ply, hot mopped In place. Ply Sheets: — Three layers Type 15 perforated asphalt organic felt ('Tri -SIO ) or four layers conventional Type 15 perforated asphalt organic felt, hot mopped at 25 6/sWfayer. Surfacing: — Gravel, Crushed stone or slag. 2. Deeks C-15/32 Inclines 1 Bass Sheet: — Type 15 asphalt organic felt base sheet, hot mopped, Ply Sheeffi: — Three layers Type 15 perforated asphalt organic felt, hot mopped. Surfacing: -► Gravel, crushed stone or slag 3. Decks 0-15/32 IWInes 3 ease Sheet: — Type 62 "Glass Base", "Tam Ply Br, "vapor Chan", 043 ib Base Sheet" or "Tam -Glass Premium", hot mopped or nailed. Ply Sheets: — Min two layers Type G1 'Tem -Glass Premium" or "Tam-Piy IV", hot mopped. Surfacing: — Gravel In a flood coat of hot rooting asphalt at 6o Ib/sq. 4. Decks NC Incline: 3 Base Sheat; — Type GI "Tam -Glass Premium" or "Tam -My Iv" ply sheet or Type G2 "vent -41y+" base sheet, hot mapped or nalled. Ply Sheets — Mtn 2 layers Type Gi "Tam -Glass Premium" or "Tam -Ply IV", hot mopped. Srn#acing: — Gravel M a flood coat of hat roofing asphalt at 60 Ib/sq. S. Dacia 0-25/32 lwXnes 3 1"utatl0112 —1 in. min glass fiber or Wile, nailed or sprinkle mopped. Bw a Sheat (optional). — Type G2 base sheet, "43 ib. Base Sheet", "Glass -uric" or "Vent -Ply" or Type Gi Ply sheen, 'Tam -Glass Premium" or "Tam -Ply IV", hot mopped or nailed. Pip Sheets: — 3 layers Type GI 'Tam -Glass Premium" or "Tam -Ply IV", hot mopped. Surfacing: — Gravel in a flood Coat of hot roofing asphalt at 60 lb/sq. 6. Deck: NC Udine: 1.1/2 0000 Base Sheet: — Type 62 "Glass -am , `Tem -Glass Premium" or `Tam -Ply IV", hot mopped. • • • • 0000 Aly Sheets: — Two,or more layers Type G1 'Tam -Glow Premium" or "Tam Ply Iv", hot mopped. • • • ; • • Surfacing: — Type G3 " fam-Cap", hot mopped. • •- 6 0000•• •• • • 7. Decks NC 0000•• • Inetirres 2 • • • • • • • • insulationO "" • • • • ( pt�oreaf)s — i -5/i6.3 -1/41n. max. In. glass fiber partite orvuoodfiber, isoryanurate sprinkle6%gppgrj, • • • • Base Sheet (Optional): — One or more Type G2 "Vent=Ply", "Vapor -Chart° ,• Type 61 "Tam -Glass premium Wam6 4'ly IV" o r"fts Sm', � S", hot mo Ply Sheets: — One layer "Awaplan Vem-Smooth" surface (modified bitumen), hot mopped or heat fused. e • • • • • • Surfacing: - Type G3 "Tam -Cep", hot mopped. • • • Z• • • 0000•• 8. Dacia C-15/32• • • IndLae; U4 • • • •• • 0000 Base Sheets — Type 15 043# Base Sheet", Type 61 "Tam -Glass Premium", "Tam -Ply W° -Base", na 09:4 , Pty Sheets: — Two or more layers Type G1 'Tam -Glass Pr+emIV lum" or `Tam -Ply ", hot mopped. iled Surfacing: — Type 03 "Tam -Cap", hot mopped. 9. Decks 0-15/32 iodine: 1 Base Sheet: — One or more layers Type 62 "Glass -Base "Versa -ease" or "Vepor-Chan", hot mopped or mechanically fastened in place. Ply Sheet; — One 4r more layers Type G3 "Pam -Ply 11P' or `Tam -Glass Premium", hot mopped In place. Cap Sheets Type 03 "Tam -Cap", hot mopped in place. 10. Deck: C-15/32 Indene: 2 Base Sheeta — One or more layers Type 15 "43* Sale Street", hot mopped or mechanically fastened in place. Ply Sheet: — Two or more piles Type G3 "Tam -Ply IVO or "Tam -Glass Premium", hot mopped in place. Cap Sheat: — Type G3 "Tam -Cap", hot mopped in place. 11. Deck: C-15/32 Indhm 2 httpJ/database.ul.com/cgi-bhilXYVIternpiatelLISEXTl1FRAMElshown e.html?natnL-=T 0111A117n11 0000•• • • 6 0000•• •0000• 0000• • 000• 0• 0000•• • • •0.00• • •0600• •