The URL can be used to link to this page

RF-11-243Inspection Number: INSP- 155986 Permit Number: RF -2 -11 -243 Scheduled Inspection Date: May 12, 2011 Inspector: Bruhn, Norman Owner: SCHWARTZ, JOSEPH Job Address: 1304 NE 104 Street Miami Shores, FL 33138- Project: <NONE> Contractor: QUALITY ROOFING CONTRACTORS INC Building Department Comments RE -ROOF T A NEW COLOR THRU DOUBLE ROLL TILE ROOF AND SMALL FLAT CAP SHEET ROOF Pass ed c/02- Failed Correction Needed Re- Inspection Fee May 11, 2011 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1122320300120 Phone: (305)953 -3333 Page 7 of 23 No.' Result No. Result No Result No Result No Result No Result No Result 2 paic e .e 7 ,�-s ® a2 l7 -�� 6 �� 8? 102 ! 121 3 23 43 63 83 103 123 4 24 44 64 84 104 124 5 25 45 65 85 105 125 6 26 46 66 86 106 126 7 27 47 67 87 107 127 8 28 48 68 88 108 128 9 29 49 69 89 109 129 10 30 50 70 90 110 130 11 31 51 71 91 111 131 12 32 52 72 92 112 132 13 33 53 73 93 113 133 14 34 54 74 94 114 134 15 35 55 75 95 115 135 16 36 56 76 96 116 136 17 37 57 77 97 117 137 18 38 58 78 98 118 138 19 39 59 79 99 119 139 20 • , / 40 , , 60 / 80 100 120 140 Job Address: / 304 , ,E /84 Sr; A1 /4L(tGe/ S 74:1 Install Date: 51e . a. // Contractor: 6) f, t p�i,/ Permit # t // 211 3 Test Date: S = /D- / j Type of Tile: • 4�J�f ►I� ),)I- 64 - �Approx Height I 1 '2 I Floor: I Owner Name: ∎c EAll -• e .e 7 Slope: .3 ': / 2 App. Sq.Ft: 310 D Testing Equipment: I Shimpo Respectfully Submitted: F.I.E. FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT *INNOVATION* IN T EGRATION Representatives of Florida International Engineering and Testing Lab., Inc performed the static load test on the roofing tile at the above referenced project. The purpose of this testing was to verify whether the installed tile roofing system is capable of resisting the applied test load of 45 pounds uplift force. This testing was performed in general accordance with Miami Dade Building Code Protocol TAS 106. The static load was applied utilizing a calibrated scale and force measuring instrument (dynamometer). A hook which is connected to the loading instrument was placed under the exposed edge of the tile. Test load of 40 pounds force (lbf) was applied and also held for more than 5 second at each test location. In addition to the static load test, the tested tile was also visually inspected for any kind of adhesion failure after completion of each test. FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 SITE SPECIFIC INFORMATION Miami-Dade Lab Certification if 07- 0612.11 Based on our findings, we conclude that the installed roofing tile at the above referenced project is capable to resist the applied test load. Therefore we conclude that it meets the Miami Dade Building Code Compliance Protocol TAS 106. Attached is the roof plan showing approximate test locations. Vinayagar M. Balakrishnan V, P .E. State of Florida Lic # 63107 6-71041 Si Address: /4o NE/C4' A A,44 Contractor; Atfittof ROOM INTEIWABOX41. ElffiltilEfESS &TBlN6 tAft, LLC ,¢ 4 � bJL/ 6t) 1!!! ll!!!!!!i!lSl11#i!11!l11iIBEI!!»!!■ 11111111111111111111111111111111111111111111111111111111111111111111111111111111111 !!!!!!!l!! �! !!!�!!!!'!!l�l��ll�l�lhl�!!!!!■ !■!!■ !!!!11!lillllill1111l11tlll1lllllll ■!!!! i ! !!! alal !!!lllllllIllillllalal■ ■!!11! ■!!!!!!MEMBlN!lUlIllII llI011 lea !!!11■ ■!!!!!!11!!!11#1111!! /7l!!M el/l!!!it!! a!!! f!!!! a! !!!a!!ll *U!!!l !!!!!!!!!!!!!!!RR!!!!lIR I11*OI v '!ice 1111111111111111111111111111111111111111111111MIREIRMINIIIHISSIES 111111111111111111111111.11111111111111111WASIMINIMAREMMIENIMI ■!11!!!!!l.al1!!!ll�1•ug LMEM2R* W1!ll$ *11■ i!!!!!!11!!E!!!11.mP'%m X!!C mn , u!!!ramis!!!xs m ■!!!!!lll�l:!!= ":!!"r lr�illllitll��!!!!!■ ■!!!!ll!!a {!!trash! l act a!llll11ll/llaal11! ■lllili11l-iClll11 s'! �� /fi��ts l�� ""NrtA1rAg1111ai11 111111111111111111111111111V AS 111LAIA Milirii92 11111 !%!■ !!11!!l!!!111111i11l AIIM IN niltiVPAUPA!liRll!!! ■ ■111111!!!!P11!!S! : !! !#! ! l ,�CIIM!!! !!M!l11l11 X1'!1 1` 2r 1Nif iliZi il11!l1i; 11' inallI M!!M!! mansmassmomminaimanamaireinsonagewgissuusa ■!!!!!!nl11111lara41mi ` n1 assn nummiama 1111! ■lhll!l11liilll11.1 iI '`!ii %I! #!%I$[ #ll1I!! 111111111i11l11!l !!! !! minite311 IMPelMONSEN! ■llllllll11Il lie✓ - [EA Il1111I1 MANIEi itlr!!!!■ 111111111111111111111111115TAIMAAntaisamilassatarzumese ■!!!!! !#■!llu!!l!!!ilflml!!l!!!l!!! 11111111111111111111111g.. . 11 11l . 0 111 11l1POZZEZEl % E,EILI 11!11! 11111 11111inimmaisimaniminannuassiminsam 1111/ 1111! ■1111 !!!!11 !!!!!!!I /!Ill *ll!!l!llil* l; li!!a!!!!!! !!!■ llli i$!11th!!I!!!!U!!lIIll!'!#IIllll !!!!!!'l i11ll 11111!!l11111111111111RI111111'*ll!!11! ■!!!!!!!!RRR! *!!!!!UI*! mium!!!!!!!!!■ ■!!!!■! 11 111i!!!!11#1111l111l11111li111!!l111111!! RE: Permit # RF - - 11 - 243 License #: 000017889 Signature State of Florida County of Dade: On or about March 3, 2011 Sittite4 ° Map &4 Vefteptemear 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305 - 795 -2204; Fax 305 - 756 -8972 www.miamishoresvillage.com INSPECTION AFFIDAVIT DATE: March 1, 2011 Carlos Arocho , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector , I did personally inspect the roof deck nailing and /or (Date & time) secondary water barrier work at 1304 N.E. 104 Street Miami Shores, Fl 33138 (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this d of (72.4 / NOTARY PUBLIC.STATE OF FLORIDA G � : Marylou Hertlandez a ,,;,•; Commission #DD930046 a„ ,o 00110, 2013 BON1�ED T$1113a iCBmmoco,IIw. *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Notary Public, Sate of Florida at Large BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Owner's Name (Fee Simple Titleholder) Jos S . Schwartz Phone # (305) 308 -8781 Owner's Address 1304 N.E. 104 Street City Miami Shores State F Zi 33138 Tenant/Lessee Name Email Job Address (where the work is being done) City Miami Shores Villa e County Miami -Dade FOLIO / PARCEL # 1 1 - 2232 - 030 - 20 Is Building Historically Designated YES Contact Phone Carlos or Marylou Architect/Engineer's Name (if applicable) Submittal Fee $ 17,500.00 . cap sheet root. Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. ll -.4 Master Permit No. OOFIN Permit Fee $ 1304 N.E. 104 Street Training /Education Fee $ NO Contractor's Company Name Quality Roof ing Contrac Contractor's Address 13800 N. W. '1st Avenue City Mi Qualifier Name State Certificate or Registration No, RC 0 0 5 8 6 2 7 Phone # Notary $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Zip 33138 Flood Zone Phone # (305) 953 -3333 State F 1 Zip 33168 Carlos Arocho Phone# (786) 367 -2029 Certificate of Competency No, 000017889 E -mail qualityroofing88 @yahoo.com Phone # WagBd FEB 1 if 2011 o2GSao Square / Linear Footage Of Work: 2 5 0 0 s g f t. Tile 1 1�2sgft.. Flat New [a Repair /Replace LJ Demolition Value of Work For this Permit $ Type of Work: []Addition ['Alteration Describe Work: Reroof to a new colorthru double roll tile roof and small flat ******** * * * * * * * * * * * * * * * * * * * * * * * ** * * * * ** F ********* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Cid CCF $ Total Fee Now Due $ CO /CC $ Technology Fee $ Bond $ See Reverse side -› Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature/ Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this O day of Ft ti , 2011 , by 1 , day of F , 20 (t , by l &t' fps J{ioc>iL , who is personally known to me or who has produced who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: APPROVED BY (Revised 07 /I0 /07)(Revised 06/10/2009) As identification and who did take an oath. NOTARY PUBLIC: / NOTARY PUBLIC: Engineer Signature Sign: Print: NOTARY PL'B STATE OF FLORIDA " '' . Marylou ' w My Commission Expires: Marylou Hernandez My Commission Expires_ : ' � .. _ IY u Hernandez o ,;, , ; Commission #DD930046 ;Commission #DD930046 Expires: OCT. 10, 2013 *„ Expires: OCT. 10, 2013 BODED THRU ATLANTIC BONDING CO.,INC. BONDED THRU ATLANTIC BONDING CO. INC Plans Examiner Zoning Clerk checked NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOUO No.1 1 - 2232 - 030 -01 20 STATE OF FLORIDA: COUNT' OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: 1304 N. E. 104 Street 2. Description of improvement: Reroof to a new Tile and Fla Cap sheet roof. 3. Owner(s) name and address: Jos S. Schwartz Interest in property: Owner Name and address of fee simple titleholder: N/A 4. Contractor's name and address: Quality Roofing Contractor, Inc. 13800 N.W. 1st Avenue Miami, Fl 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: N/A Amount of bond $ 0 0 FLORIDA, C 6. Lender's name and address: JA II HEREBY F CERTIFY the ales is a true co original 7. Persons within the state of Florida designat MON n, R provided by Section 713.13(1)(a)7., Florida Statutes, Y Name and address: N/A BY 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: N/A 9. Expiration date of this Notice of Commencement (the expiration different date is specified)) N ? Signature of Owner Print Owner's Narne‘G Notary Public Print Notary's Name My commission expires: 123.01 -52 PAGE 4 8/02 1304 N.E. 104 Street Miami Shores, Fl 33138 e Sc Oa. Sworn to and subscribed before me th' dayo NOT tY PUBLIC -STA o F FLORIDA Marylou ernandez " .e � =Cummission#DD930046 q � hm"�•` Lip,., •° Expires: OCT.10, 2013 BONDED TB= ATLANTIC BONDING CO, INC. Miami Shores, Fl 33138 11 CFN 2011R0093803 DR Ek :7583 F's 2658; (19s; RECORDED. 02/10/2011 11:Q5:08 HARVEY RUVIllf CLERK OF COURT MIAMI--DADE COMM FLORIDA LAST PAGE 331 68 6g9 be served as date is 1 year from the date of recording unless a Prepared by Marylou Hernandez -Arc ,20 . Quality Roofing Contractor Address:1 18On N.W. 1R1 Aven Miami, Fl 33168 (305) 953 -3333 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: Jos S. Schwartz PropertyAddress:1304 N.E. 104 Street Miami Shores, Fl 33138 Roofing Permit Number: Dear Building Official: Jos S. Schwartz building because: ExThe just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. o 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 Florid Building Code (1994 SFBC) Signature State of Florida County of Dade The undersigned, being the first duly sworn, deposes and says that he /she Sworn to and subscribed before me this i day of F' Notary Public, Sate of Florida at Large Revised on 5/21/2009 Print Name Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Date: January 25, 2 01 1 certify that I am not required to retrofit the roof to wall connections of my is the owner for the above property mentioned. 20 NOTARY PLBLIC -STATE OF FLORIDA `4• Marylou Hernandez iT Commission #DD930046 , ,,,` Expires: OCT. 10, 2013 BONDID TERU ATLANTIC BONDL\G CO., INC. • When the just valuation of the structure for purpose of ad valorem taxation is equal to or more tha 000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. Florida Building Code Edition 2007 HIGH Velocity Hurricane Zone Uniform Permit Application Form r I— D. w 0 0 z 0 N Section A (General Information) Master permit No. Process No. Contractor's Name Quality Roofing Contractor Job Address 1304 N.E. 104 Street 1 1/2 sqft. ROOF CATEGORY F Low Slope 0 Mechanically. Fastened Thal Mortar /Adhesive Set Tile n Asphaltic ❑ Metal PaneUShingles ❑ Wood Shingles/Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE 0 New Roof ® Re- Roofing D Recovering 0 Repair 0 Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) . Steep Sloped Roof Area (SF) Total (SF) 2500sgft. 26 1 /2sgft. Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Inc. K-P1)--m3 ■IMM■ ■E ?M !FMEMO■■■■ ■■■t■■■■N■ MMENJ■■■■■ ■■t■■■■■■ ■■■ ■\I MMUMMOMM■■■■■■■E — .■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ mmalmosorartgammommommommailiammommommumm EMI ' °iS . D MIII ■■■fiTMMOM■■■■■MWOMME■■E■■■■■■■ ■■lammIIM\P II•IIIiIfI■M■■MM■■■ Sa■M mummummom■■■MMI■■■■■■■ ■■MMOI EM MIII MINI■■■■■■■INEMI \ OMEM ■■ltl■IJU■■MM■■■■■■■ ■■>mmam Igof1ISm■■MMMM■■■SJI■M■\mommoll mina ■■■■■■ ■■M■ mommemumstammmemealgq..mammemmmurirwmmommummo ■ ■MISMUMME MMAM■■■>MEMM■■■M■WAMMECUA iri■■ ■■■ ■■■■■ ■■ ■■■ Lummo mmmo■■■■ lm■ ■■■■■■iu■■■■I:+•msa■■■■■■■■■■ ■ Irr■ r mm ■ra ■■ ■■■■rl■■■o■■■ra�� ■■ mmoo■■■■r■■ ■■■■■ ■ ■ ■ ■IIJrm o nil. - rriaii ■ ■a■>■■■11m■■■■m■■■■■■■ ■■ "1■ Mir ■ ■MiM■E■■ ■SOMME■■■ ■■MMMEMM■■■■■■■ ■M■■■ ■■ ■■■■■IIM■M■NEMEM■■■ LAM■■■■■■■■■EMOM EMEM■■MMEMM■■■ ■■■■■ IIM■ M■ NINEMM EMM E■EMUMM■■■■■■ ■■r5■■■■■■■■■■■■■■ ■■■■■ ANM EMMEMUMMINMILWE■■MREM■■■MMEMMI ■■■■■■■■■■ ■■■■■ MMII MMIIM M■■■■ ■LIMMIVMMMEMMO ■IM ■M■■■■m■■■■■■■ ■■■■■MMEM EMME■M:EM OMEMO■■ ■■M MMINI■■■■■■■■■■ ■MOM ■ ■ ■M ■MEMO ■i[MNlf MrM ■M■■LEMMMIS■ ■V■■EMMEME■■■■ ■M■ ■■■■■ IM■■■ 1' 1■■■■ M,■ t`f l■ ISlMEME ■■ESI■■H■■I>t■■■■■■■■■■■■■■ ■■■■■minim m■■me ma■■■■mminumum[■ ■■■■■■■■■■■■■■ ■ ■ ■■■IM•r ■II ltmY■M■ ■m■iil■ momm■M■■■■MI■■■■ ■M■ •aoMMICEE 'MW EMME M lYEMINIM••aL :iv�M ■ ■■ ■ ■ ■MI ■■ ■ ■ ■■■ ■■■■■■■■■■■■ M■ iM■■ PAIMM■■■■■■MEMMMM■■■■■■MM■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■UME MSMEMM■M■■■MEMEMM ■M■ ■■■■■■■■■■■■■■■■ ■■MEMIEMEMEMM■■■■■■■■■■■■■■■■■■ gMCMICUYErri iE FEB 1 8,2011 ill C (Low Slope Application) Finn in specific roof assembly compose and identify manufacturer (if a component is not used, as `SAD System Manufacturer: Certa3ntee Cho Product Approval No.; 08- 0227.07 Design Wind Pressures, From RAS t2i or Calculations: Pernaxl : . Pr nax2 : -82.6 Finaxs: -1_ 3 Max. Design Pressure, from thespecific Product Approval system: -52.5 Deck: Type: X186 Gauge/Thickness: N/A Slope: .5 Anchor /Base Sheet &140. of Ply(s); N/A Anchor/Base Sheet Fast a erner/Boasdin9 tiv Ba lnsutation Base Layer: - - ' N/A Base arwulstonv Size and Thickness: Base insulation Fastener/Boraaldn9 Material: Top Insulation Layer: N/A Top Insulation Size and Thickness: N/A - Top insulation Fastener/Bonding : Base Sheet(s) & No. off.Ply(s) : (1) Base Base Sheet Fastener/Bonding Material: Ply Sheets) & No. of Ply(s): (2b lam° lV Ply Sheet Fastener/Bonding Material: Top Ply Mineral C.ap sheet Top Ply Fastener/Bonding sail; FLORIDA BUILDING 031E — BUILDING ROOF ASSMEILIZO AND ROOFTOP STR JQTURfi; Florida Building Code Eden 2007 r Hunicane Zone UmIf&m Pennit AppIlleation Font. Surfacing: N/A Fastener Spacing for Anchor/Base Sheet Attachment Reid: ° ocGLap, * Rews _& cc Perimeter: §___" cc Lap, # Rows _4_0_6_70c 0c Corner: j_." oe ( Lap, *Rows A___0_6_ . (_6_" oc Nair of Fasteners Per Insulation Board: Fl Perimeter Elzi_ C rnerN /s Mere* Components doted and Details as Woodblocking, Gutter, Edge Termination. gipping. Flashln Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indcate: Mean Roof Height, Parapet Height, Height of Bass Flashing, Component Material, Material Thickness, Fastens Type, Fastener Spacing or Ci5k` 3 'r ter rar AC 5 Roof System Manufacturer: Hanson Roof Tile 'Notice of Acceptance Number: 09- 0928.03 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: -45.1 P2: -78.6 p3: -116.2 Maximum Design Pressure (From the Product Approval Specific System): 39.0 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Roof Slope: 3 : 12 Ridge Ventilation? N/A Steep SInped Ronf System Description \ Deck Type: Wood 1 X 6 Type Underlayment: Insulation: Mean Roof Height: 1 3 Fire Barrier: (1) 301b. ASTM D -226 N/ A N/A Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: 1 1/4" R/S nails 2 r self adhering Type & Size Drip Edge: Polystick TU plus Hacienda White tile 3 X 3 26ga. galvanized /c ws FLORIDA BUILDING CODE — BUILDING Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Ser_tinn D !Steen SI ped Pnnf S cy t„ @ laps 12" o/c Mr Required Moment of Res Mean Roof Height-a, Roof Slope .6 15' 20' 28' 30' 40' 2:12 34.6 38.5 38.2 58.7 42.2 3:12 32.2 34.4 58.0 374 38.8 4.12 30.4 32.2 33.8 38.1 37.3 2:12 28.4 30.1 51.8 32.8 349 8:12 28.4 28.0 20.4 30.8 32.4 7:12 24.4 25.3 27.1 28.2 30.0 For moment based tile systems, chose either Method 1 Or 2. Compared the values for ai. with the values from K. If the M, values are greater than or equal to the M. values, for each area of the roof, then the tile attachment method Is acceptable. Method 1 "Moment Based The Calculations Per RAS 127" (P,: -45.1 x a, .32 =14.43). M, 7.29 =M„ 7.14 Product Approval fig, 39.0 (Pa: _7R_H xa _ 7 =7' 1r,} _ 779 = 07_RFi P tact Approval %I. (Pa: 1 1 F 7 x a _ �7 18)- M, 7 _ =M,s7R_R9 Pr;..,.; uct , .. prevail M, .39.0 Method 2 " Simplified Tile Calculation r Table Below" Required Mornentof Resistance (M) From Table Below Product Approval MI Appeals. Florida Building a Ed + on HIGH Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Carc alations) For Uplift based tile systems use Method 3. Compare the values ffc r F' with the values for Fr . Of the F' values are greater than or equal tothef r values, for each area of the roof, then the the attachment is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P,: x 1: = x w:= F w: cos B =Fn:_ Product Approval F' (Pa: x 1: = x w:= )- w: x cos Oi =F,a.._Product Approval F' (Pa: X 1: = x w:= )- w: _x cos a =Fn Product Approval F' Where to Obtain Information Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Rest ring Moment due to Gravity Attad cnt Resistance Required Moment Resistance Minimum Attachment Resistance Tile Dimensions �rS mbol P1 or P2 or P3 H a a. Mg Mr M, Fr Required Uplift Average Tile welpht l =Length Wwridth Where to find RAs 127 Table 1 or by an engineering analysis prepared by PE based on ASCE7 Job Site Job Slte Product Approval Product Approval Prodract naval Product Approval Cam Product Appmval All Calculations must be submitted to the Building Official at the time of permit application •'»ust be used In conjuction with a list of moment based tile systems endorsed by the Broward County Board of Rules and 1. SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contrac , r. The owner's initial in the designated space indicates that the item has been explained. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of t a. reement between the owner and the contractor. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior r- moving the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or er should notify the occupants of adjacent units of roofing to be performed. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the wearance. prop vir Ponding water: The current roof system and /or deck of the building may not drain well and may cause water topond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the ora • aLr� fing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in co-ice with the requirements of Sections R4402, R4403 and R4413. . ,--'' Vent Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to onsider additional venting which can result in extending the service life of the roof. Owner /Agent's Signature Date Revised on 7/9/2009 LD s de.rce..avery, Contractor Signature Date MIAMNDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Hanson Roof Tile 1340 SW 34a` Ave Deerfield Beach, FL 33442 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603. MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Hanson Hacienda Double Roll Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 07- 0914.06 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This approves a roofing system using Hanson Hacienda Roof Tile, as manufactured by Hanson Roof Tile in Hobe Sound; Florida and as described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, do not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Hanson "Hacienda" Trim Pieces 2.1 EVIDENCE SUBMITTED Test Agency American Test Lab of South Florida PRI Construction Materials Technologies PRI Construction Materials Technologies IBA Consultants, Inc. Roofing Roofing Tile Concrete Test Product Dimensions Specifications Description Length: 171/4I Low profile, interlocking, extruded concrete Width: 13" TAS 112 roof tile equipped with two nail hole and /2" thick double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use TAS 112 at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Length: varies Width: varies Varying thickness Test Identifier RT0922.02 -09 HRT- 054 -02 -02 HRT- 054 -02 -01 2381 -249 Test Name/Report TAS 102 TAS 101 TAS 101 TAS 112 Date 09/22/09 09/18/09 09/22/09 09/20/07 NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 2 of 5 Table 3: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Hanson Hacienda Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck Direct Deck 7.37 7.29 7.17 7.02 6.84 6.64 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (lbf) Length-I (ft) Width -w (ft) Hanson Hacienda 10.0 1.4375 1.08 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations NOA No.: 09 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of 5 Table 2: Aerodynamic Multipliers - A. (ft Tile Profile a. (ft) Batten Application . (ft) Direct Deck Application Hanson Hacienda N/A 0.32 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may be required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Hanson `Hacienda' Roof Tile and its components shall be installed in strict compliance with Roofmg Application Standard RAS 118, 119, & 120. 4.2 Data For Attachment Calculations NOA No.: 09 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 3 of 5 Table 4: Attachment Resistance Expressed as a Moment - M (ft-lbf) For Nail -On Systems Tile Profile Hanson Hacienda Fastener Type Two (2). # 8 x 3" Screws Direct Deck (min 15/32" plywood) 35.9 Direct Deck (min. 19/32" plywood) 35.9 Battens N/A Table 5: Attachment Resistance Expressed as a Moment - Mt (ft-lbf) For Two Patty Adhesive Set Systems Tile Application Tile Profile Hanson Hacienda Tile Bond Minimum Attachment Resistance 44.4' 1 Dow Chemical Tile BondTM. Two patty's of 11g were installed as per Tile Bond NOA. Table 6: Attachment Resistance Expressed as a Moment - M (ft-lbf) For Single Patty Adhesive Set Systems Tile Application Tile Profile Hanson Hacienda Polyfoam PolyPro Polyfoam PolyProN 2 Medium paddy placement of 24grams of PolyPro AH -160. 3 Large paddy placement of 54grams of PolyPro AH -160. Minimum Attachment Resistance 29.2` 39.0' 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". HANSON HACIENDA ROOF TILE TILE IDENTIFICATION MARK (LOCATED ON UNDERSIDE OF TILE) 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. anson NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 4 of 5 FASTENER HOLES Pfr UNDERLOCK PROFILE DRAWINGS HANSON HACIENDA CONCRETE ROOF TILE END OF THIS ACCEPTANCE OVERLOCK NOA No.: 09- 0928.03 Expiration Date: 12/16/12 Approval Date: 11/18/09 Page 5 of 5 MIAM I.DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyglass USA Inc. 150 Lyon Drive Fernley, NV 89408 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester and MU Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 06- 0505.01 and consists of pages 1 throu . 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 07- 1025.10 I xplrationDate: 09/13/11 Approval Date: 04/10/08 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: PRODUCTS DESCRIPTION: Product Polystick P underlayment Polystick Basik underlayment Polystick IR/IRX underlayment Polystick TU underlayment Polystick TU Plus underlayment (Facer of Membrane Labeled in Orange or Black Ink) Polystick TU Polyester Polystick MU underlayment Test Dimensions Specification Roll: 75' x 3' 40 mils thick Roll: 65'8" x 3'3 60 mils thick Roll: 65'8" x 3 80 mils thick Roll: 32' 10" x 3'3 100 mils thick Roll: 65'8" x 3'3- 80 mils thick Roll: 32' 10" x 3'3 -3/8" 130 mils thick Roll: 65'8" x 3'3 80 mils thick Roofing Underlayment SBS , APP Self - Adhering Modified Bitumen Product Description ASTM D 1970 A polyethylene top surface, self- adhering, SBS polymer modified bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield. ASTM D 1970 A homogeneous, rubberized asphalt waterproofing membrane, glass fiber reinforced with polyolefinic film on the upper surface for use an underlayment for metal roofing. TAS 103 and A fine granular /sand top surface self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as an ice & rain shield and as a flat roof tile underlayment. TAS 103 and A heavy granuled surface self adhering, APP ASTM D 1970 polymer modified, fiberglass or polyester reinforced, bituminous sheet material for use as an underlayment in sloped roof assemblies. Designed as a a roof tile underlayment. TAS 103 and A non - wicking fabric surfaced, self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced with a high strength polyester fabric, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. TAS 103 A rubberized asphalt waterproofing membrane, glass- fiber /polyester reinforced, with a granular surface designed for use as a tile roof underlayment. TAS 103 and A non - wicking fabric surfaced, self - adhering, ASTM D 1970 APP polymer modified, fiberglass reinforced, bituminous sheet material for use an an underlayment in sloped roof assemblies. Designed as a metal roofing and roof tile underlayment. NOA No.: 07 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 2 of 6 EVIDENCE SUBMITTED: • Test Agency Test Identifier Test Name/Report Date Exterior Research & Design, LLC #11756.04.01 -1 TAS 103 04/27/01 #11756.08.01 -1 ASTM D 1970 08/14/01 #02202.08.05 TAS 103 08/29/05 Trinity 1 ERD #P5110.08.07 TAS 103 08/29/07 PRI Asphalt Technologies PRI01111 ASTM D 4977 04/08/02 PUSA-005 -02 -01 ASTM D 4977 01/31/02 PUSA -018 -02 -01 ASTM D 2523 07/14/03 PUSA -035 -02 -01 TAS 103 09/29/06 PUSA -033 -02 -01 ASTM D 1970 01/12/06 Momentum Technologies, Inc. JX20H7A ASTM D 4798 04/01/08 ASTM G 155 INSTALLATION PROCEDURES: Deck Type 1: Wood, non - insulated, new construction Base Sheet: One or more plies of ASTM D 226 Type 11 or ASTM D 2626 or Polyprotector UDL or Polyprotector UDL AS. Fastening: Nails and tin caps 12" grid, 6" o.c. at laps. (for base sheet only) Membrane: Polystick membranes self - adhered. Surfacing: None 1. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels, and sweep the deck thoroughly to remove any dust and debris prior to application. 2. Place the underlayment over metal drip edge in accordance with RAS 111. 3. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release film as the membrane is applied. . All side laps shall be a minimum of 3-1/2" and end laps shall be a minimum of 6." Roll the membrane into place after removing the release strip. Vertical strapping of the roof with Polystick is acceptable. Membrane shall be back nailed in accordance with applicable building code. 4. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. 5. For ridge applications, center the membrane and roll from the center outward in both directions. 6. Roll or broom the entire membrane surface so as to have full contact with the surface, giving special attention to lap areas. 7. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance. 8. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Polystick shall be applied over the underlayment. APPROVED! NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 3 of 6 Tile Profile Polystick IR/IRX Polystick MU Polystick TU, TU Plus TU Polyester Flat Tile • 5:12 No limitation No limitation Profiled Tile Prohibited 5:12 No limitation GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. Polystick P, Basik and IR/IRX may be used in asphaltic shingles, wood shakes and shingles, non- structural metal roofmg, and quarry slate roof assemblies. Polystick P and Basik shall not be used as roof tile underlayment. 3. Deck requirements shall be in compliance with applicable building code. 4. Polystick membranes shall be applied to a smooth, clean and dry surface. The deck shall be free of irregularities. 5. Polystick membranes shall not be adhered directly over a pre- existing roof membrane as a recover system. 6. Polystick P, Basik, IR/IRX, TU, TU Polyester and MU Underlayments shall not be left exposed as a temporary roof for longer than 30 days after application. Polystick TU Plus shall not be left exposed as a temporary roof for longer than 180 days after application. Polyglass reserves the right to revise or alter product exposure times; not to exceed the preceeding maximum time limitations. 7. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. 8. In roof tile application, data for the attachment resistance of roof tiles shall be as set forth in the roof tile manufacturer's Notice. Polystick TU, TU Plus and MU may be used in both adhesive set and mechanically fastened roof tile applications. Polystick IR/IRX is limited to mechanically fastened roof tile applications. Polystick TU Polyester may be used in both adhesive set and mechanically fastened roof tile applications with the exception of mortar set tile applications. The maximum roof slope for use as roof tile underlayment for (direct -to -deck) tile assemblies shall be as described below: The above slope limitations can be exceeded only by using battens and counter battens in accordance with the Approved Tile System Notice of Acceptance and applicable Florida Building Code requirements. 9. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. Refer to Polyglass Tile loading detail for loading procedure. 6 Roofing Tiles (6 Max. Per Stack) 12 NOA No.: 07-1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 4 of 6 GENERAL L1 IITATTIONS: (CONTINUED) 10. Refer to prepared roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU may be used with any approved roof covering Notice of Acceptance listing Polystick P, Basik, lR/IRX, TU, TU Plus, TU Polyester & MU as a component part of an assembly in the Notice of Acceptance. If Polystick P, Basik, IR/IRX, TU, TU Plus, TU Polyester & MU is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. LABELING: 1. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and the following statement "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this materials. POLYGLASS GENERAL APPLICATION GUIDELINES FOR POLYSTICK MEMBRANES: 1. Polyglass does accept the direct application of Polystick underlayment membranes to wood decks. Installers are cautioned to refer to applicable local building codes prior to direct deck installation to ensure this is acceptable. Please also refer to applicable Product Data Sheets of the corresponding products. 2. All rolls, with the exception of Polystick TU Plus and Polystick MU should be back - nailed in selvage edge seam as per Polyglass Back Nailing Guide. Nails shall be, 11 gauge ring shank type, applied with a minimum 1" metal disk as required in Dade County or simplex type nail as otherwise allowable in other regions, at a minimum rate of 12" o.c. Polystick TU Plus and Polystick MU should be back nailed in designated area marked "nail area, area para clavar" on the face of membrane, with the above stated nails and/or disks. The head lap membrane is to cover the area being back nailed. (Please refer to applicable local building codes prior to installation.) 3. All seal lap seams (selvage laps) must be rolled with a hand roller to ensure full contact. 4. All fabric over fabric; and granule over granule end laps, shall have a 6" wide, uniform layer of Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. The use of mastic between the laps does not apply to Polystick Basik. 5. A maximum of 6 tiles per stack are allowed when loading tile on the underlayments. Refer to the Polyglass Tile Loading Guidelines. NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 5 of 6 6. Battens and/or Counter - battens, as required by the tile manufacturers NOA' s, must be used on all projects for pitch/slopes of 7 "/12" or greater. It is suggested that on pitch/slopes in excess of 6 '/4 "/12 ", precautions should be taken, such as the use of battens to prevent tile sliding during the loading process. 7. Minimum cure time after membrane installation & before loading of roofing tiles is Forty-Eight (48) Hours. 8. Polystick TU Plus, Polystick MU may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details. 9. Repair of Polystick membranes is to be accomplished by applying Polyglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Mule -Hide 241 Premium Modified Hashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic to the area in need of repair, followed by a patch of the Polystick material of like kind should be set and hand rolled in place over the area needing such repair. Patching membrane shall be a minimum of 6 inches in either direction. The repair should be installed in such a way so that water will run parallel to or over the top of all laps of the patch. 10. All self- adhered membranes must be rolled to ensure full contact with approved substrates. Polyglass requires a minimum of 40 lbs for a weighted roller for the rolling of the field membrane. Hand rollers are acceptable for rolling of patches or small areas of the roof. 11. All approved substrates should be dry, clean and properly prepared, before any application of Polystick membranes commences. An approved substrate technical bulletin can be furnished upon request. It is recommended to refer to applicable building codes prior to installation to verify acceptable substrates. 12. The Polyglass Miami -Dade Notice of Acceptance (NOA) approval for Polystick membranes and PolyProtector UDL can be furnished upon request by our Technical Services Department by calling 1 (800) 894 -4563. 13. Polyglass offers a 10 year J .imited Material Warranty on all properly installed Polystick self - adhered underlayments. Warranty must be requested and registered by Polyglass to be in force. 14. Questions in regards to the application of Polyglass products should be directed to our Technical Services Department at 1 (800) 894 -4563. 15. Polyglass recommends that applicators follow good roofing practices and applicable procedures as outlined by the National Roofing Contractors Association (NRCA). PLEASE CHECK WITH LOCAL BUILDING CODES REGARDING LIMITATIONS OF SPECIFIC APPLICATIONS. LOCAL CODES MAY SUPERSEDE POLYGLASS REQUIREMENTS AND RECOMMENDATIONS. END OF THIS ACCEPTANCE NOA No.: 07- 1025.10 Expiration Date: 09/13/11 Approval Date: 04/10/08 Page 6 of 6 MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jprge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyproc4 AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH160 N/A Foampro® RTF1000 N/A ProPackol) 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AI1160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Penn / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 - 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 • 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® 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 Polypro® AH 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. W F'= 2 MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer hill be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro0 AH160 shall be applied with Foampro RTFI000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All PolyproID AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 Nag through plastic cement 1) Praia enough adhesive to achieve 1T to 23 �&4stor square inches incontactwlththepantiie ap o"$ 2) Tian covers upside down. Place adhesive 112 in` To 1 in. From outside edge of cover Then install the tge. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nail through plastic cement l sell in. x3in. j Ingle paddy n underlayment Single paddy on top of tile Eve Course Nail through plastic cement Underlayment }t in.x 3 In. Single 4In. Paddy on under- layment Single paddy on top of tile Er. Single paddy under tile Single paddy between tile 2 in. x 7 In. medium size paddy eave course only Fascia Weephele Eave closure Drip edge Single paddy between tile Eave Closure 21n. x 7 in. median size F paddy eave course only END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05 /10 /11 Approval Date: 04/13/06 Page 7 of 7 M IA M !•DARE BUILDING CODE COMPLIANCE OFFICE : CCO) PRODUCT CONTROL DIVISION NOTICE a "' F ACCEPTANCE (NOA) CertainTeed Co ration (PA) 1400 Union Meeting Road, P.O. ox 11 km Bell, PA 19422 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (hi areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: CertainTeed Conventional Built System Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami - 'bade County Product Control Approved ", unless otherwise noted herein. RENEWAL of ` is NOA shall be considered after a renewal application has been filed and there has been no change in a applicable building code negatively affecting '' a performance of this product. TERMINATI N of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 08-0227.07 and consists of pages 1 through 16. The submitted documentation was reviewed by Jorge L. Acebo. 'U MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 1 of 16 ODF!NG ASSE Category: Sub-Category: Material: Deck Type: Maximum Design Pressure Product All Weather/Empire Base Sheet Flintglas® Mineral Surfaced Cap Sheet Flintglas® Mineral Surfaced Cap CoolStar Flintglas® Ply Sheet Type IV or VI Flex- l -Glas or Flex -I- Glas FR Base Sheet GlasBaseT i ase Sheet No. 15 Perforated Felt Yosemite® Buffer Base Sheet Black Diamondml Base Sheet LY APPR VAL Roofing Built-Up Roofing Fiberglass Wood -60 psf TRADE NAMES OF PRODUCTS MANUF'ACIITRED OR LABELED BY APPLICANT: TABLE 1 Test Dimensions Specification 36" x 65'10"; Roll weight: 86 lbs. (2 squares) 36" X 32'10"; Roll Weight 78 lbs. (1 square) 36" X 32'10"; Roll Weight 78 lbs. (I square) 36" x 164'7"; Roll weight 40/55 lbs. ( squares) 36" x 98'9"; Roll weight 90 lbs. (3 squares) 36" x 98'9 "; Roll weight 69 lbs. (3 squares) 36" x 144 Roll weight 90 lbs. (4 square) 36" x 32'10"; Roll weight: 90 lbs. ( square) 36" x 68'7"; Roll weight: 78 lbs. ( squares) ASTM D 4601 Type B UL Type 15 ASTM D 3909 Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Asphalt impregnated and coated inorganic glass fiber surfaced with mineral granules used as the top ply in conventional built-up roof membranes. Covered with reflective CoolStar Coating. ASTM D 2178 Fiberglass, asphalt impregnated ply sheet. Type IV or VI UL Type G1 ASTM D 5147 SBS Modified, fiberglass reinforced base sheet. ASTM D 3909 Product Descrip Asphalt coated, fiberglass reinforced base sheet. ASTM D 4601 Asphalt coated, fiberglass base sheet. UL Type 02 ASTM D 226 Organic asphalt saturated felt. Type I ASTM D 3909 ASTM D 4897 UL Type 30 ASTM D 1970 Mineral Surfaced fiberglass reinforced buffer sheet. Self - adhering fiberglass reinforced modified bitumen base sheet NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 2 of 16 APPROVED INSULATIONS: Pr FlintBoard ISO ACFoam II ISO 95+ High Density Wood Fiberboard Perlite Insulation H- Shield Dens -Deck, Dens -Deck Prime ENRGY -3, UltraGard Gold, PSI -25 Fesco Board Multi-Max, FA net Name APPROVED FASTENERS: Fastener Number 1. Product Name - - #12 & #14 Dekfast Fastener 2. Dekfast Hex Plate 3. Dekfast Lock Plate 4. #12 & #14 Roofgrip Fasteners 5. AccuTrac Hextra Fasteners 6. Metal Plate 7. Gearlok Plastic Plate 8. UltraFast 9. UltraFast ASAP TABLE 2 Pr p» TABLE 3 Product escriptio Insulation fastener net Descrip o Polypropylene plate Insulation fastener for wood and steel. Insulation fastener for wood and steel Galvalume stress plate. Polypropylene round plate Insulation fastener for wood and steel. Pre - assembled Insulation fastener and plate Polyisocyanurate foam insulation Polyisocyanurate foam insula 'on Polyisocyanurate foam insulation Wood fiber insulation board Perlite insulation board Polyisocyanurate foam insulation Water resistant gypsum board Polyisocyanurate foam insulation Expanded mineral fiber insulation Polyisocyanurate foam insulation Galvalume AZ50 steel plate 2 ' i " x 3 %4" 3 "x3 A" 3" round 3" square 3.2" Manufacturer (With Current NOA) CertainTeed Atlas Energy Products Firestone Building Products, Inc. generic generic Hunter Panels, LLC G -P Gypsum Corp. Johns Manville Johns Manville RMax, Inc. Manufacturer 'mansions (With Current NOA) SFS Intec SFS Intec SFS Intec OMG OMG OMG OMG Johns Manville Johns Manville NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 3 of 16 APPROVED _ ED FASliEN RS: Fastener " , oduct Number Name 10. UltraFast Metal Plate 11. UltraFast Plastic Plate Hi 12. Olympic Fastener #12 #14 13. Olympic Standard 14. Insul-Fixx Fastener 15. Insul -Fbot S Plate 16. Tru -Fast Fasteners 17. Tru -Fast MP -3 18. Tres -Fast Plates 19. 'Tray -Fast Plates Ea VWENCE S Test Aueuev/fdentifier Applied Research Laboratories TrinityIERD Momentum Technologies, Inc. Factory Mutual Research Corp. Underwriters Laboratories, Inc. United States Testing Company • I APPROVED TABLE 3 duct Description Galvalume AZ55 steel plate Density Polyoleffin round plate & Insulation fastener Galvalune AZ50 steel plate Insulation fastener for steel and wood decks Galvalume AZ50 steel plate Insulation fastener for wood and steel decks Galvalume AZ50 steel plate Galvalume AZ55 steel plate Polyethylene plastic plate Name Physical Properties TAS 117 is -) FM 4470, TAS 114 TAS 117 (B) TAS 117 (R)/ ASTM D 6862 FM 4470, TAS 114 ASTM Requirements ASTM D 4601 ASTM D 3909/ D 4897 . FMRC 4470 FMRC 4454 FMRC 4470 FMRC 4470 UL 790 ASTM D 5147 ASTM D 5147 Dimensions 3" square & 3" round 3" round 3" round 3" round 3" round 3" round 3" round Ranort 28013 3503.10.06 3521.07.04 06490.04.07 -R1 C8500SC.11.07 C8370.08.08 010080.09.08 AX31G8D AX31G8C J.I. #31(8A 1.AM J.I.0D3A3.AM J.I.2DOAO.AM J.1. 1D7A4.AM R11656 97457 -4 97- 457 -2R Manufacturer (With Current NOA) Johns Manville Johns Manville OMG OMG SFS Intec SFS Inter The Tru -Fast Corp. The Tns -Fast Corp. The Tru -Fast Corp. The Tru -Fast Corp. Date 06/02/87 10/10/06 10/26/07 06/27/07 11/30/07 08/19/08 09/04/08 09/05/08 09/05/08 03/23/96 04/04/97 12/23/98 11/09/98 07/13/87 06/03/88 12/02/87 NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 4 of 16 Deck Type fl: Wood, Non - Insulated Deck Description: 19 /32" or greater plywood or wood plank System Type E(2): Base sheet mechanically attached. All General and System Limitations apply. Base Sheet All Weather/Empire Base Sheet, GlasBase base sheet or Flintglas Premium Ply Sheet mechanically attached as detailed below: Fastening: Base sheet shall be lapped 4" and fastened with 11 ga. annular ring shank nails and approved tin caps 8 "o.c. in the lap and three rows staggered in the center of the sheet 8 "o.c. Ply Sheet Two or more plies of Flintglas Ply Sheet (Type IV) or Flintglas Premium Ply Sheet (Type VI) or #15 Asphalt Perforated Felt ply sheet adhered in a full mopping of approved asphalt at an application rate of 20 -35 lbs.sq. Cap Sheet: (Optional) One ply of Flintglas Mineral Surface cap sheet or Flintglas Mineral Surfaced Cap CoolStar adhered in a full mopping of approved asphalt at an application rate of 20-35 lbsJsq. Surfacing: (Required if no cap sheet is used) Install one of the following: 1. Gravel or slag applied at 400 lb./sq. and 300 lbJsq. respectively in a flood coat of approved asphalt at 60 lbJsq. 2. A two part coating consisting of a base coat of Static Asphalt Fibered Emulsion at rate of 3 gal./sq. or Monoforni compound; surfaced with 1 gal./sq. Sta -Kool non - fibered aluminum coating or fibered APOC No. 212. Maximum Design Pressure: -52.5 psf. (See General Limitation #7) NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 14 of 16 WOO DECK SYSTEM LIMITATIONS: I . A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor sheet. GENERAL LIMITATIONS: 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 lbs.sq., or mechanically attached using e 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 12lbs.sq. Note: Spot attach . systems s >, > be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 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 sysL u . Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize l e withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this N A, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within NOA, General Limitation #7 will not be applicable.) END OF THIS ACCEPTANCE NOA No.: 08- 0410.07 Expiration Date: 06/19/13 Approval Date: 10/30/08 Page 16 off 16 CERTAINTEED CORP ROOFING PRODUCTS GROUP 1400 UNI N MEETING RD PO ': OX 1100 BLUE BELL, PA 19422 USA Base Sheet: — Type 02 Glasbase. Ply Sheet: — Type 01 Flintglas or Type 02 Glasbase. Surfacing: — Gravel or slag. 2. Deck: C- 15/16* Incline: 1/2 *All joints blocked. eck: NC Base Sheet: Sheet ". Surfacing: eck: NC Base Sheet: Surfacing: eck: NC Insulation: Base Sheet: ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Class A Incline: 3 mopped. Surfacing: — Gravel. 5. Deck: C 15/32 Incline: 3 R11656 — Two layers Type 02 "Glasbase" base sheet or Type 0-1 "Flintglas Ply — Type 03 "Flintglas Mineral Surfaced ". cline: 3 — Two layers Type 15 All Weather/Empire. — Gravel or slag. Incline: 3 — Polyisocyanurate, mechanically fastened or hot mopped, any thickness. — Two to five plies Type 15 asphalt organic or Type G2 asphalt glass hot Insulation: — Polyisocyanurate 1 in. min., mechanically fastened or hot mopped. Base Sheet: — Three plies Type 15 asphalt saturated organic felt (perforated) hot mopped with hot roofing asphalt. Surfacing: — Gravel. 6. Deck: C -15/32 Incline: 3 Vapor Retarder (o=ptional): — Type 02 " Glasbase" or UL Classified vapor retarder. Ins* .w .Pp . — One or more layers or combination of the following: 'Fo7yleoc 'eiw li 4itie, glass fiber or wood fiber, any thickness. ,il:Sffar:.– =type G2 " Glasbase" base sheet. ,Ply ; Sh et.s:. n - a tc three layers of Type G1 "Flintglas" ply sheet or Type 0-2 "Glasbase "base sheet. _ -Grave lag. 7. Deck: C -15/32 Incline: 3 Vapor Retarder (Optional): — Type G2 "G1ai6ase" or UL Classified vapor retarder. sulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. Membrane: — Three or four layers of Type G1 "Flintglas" ply sheet. Surfacing: — Gravel or slag. S. Deck: C -15/32 Incline: 1 Vapor Retarder (Optional): — Type G2 "Glasbase °' or UL Classified vapor retarder. Insulation (Optional): — One or more layers or combination of the following: Polyisocyanurate, perlite, glass fiber or wood fiber. ase Sheet: — One layer Type G2 "Glasbase" base sheet. Ply Sheets; — Two layers Type G1 '°Flintglas" ply sheet. Cap Sheet: —One layer Type G3 "Flintglas" cap sheet. 9. Deck: NC Incline: 1/2 Insulation (Optional): — One or more layers or combination of the following: Johns Manville "ENRGY 3 ", polyisocyanurate, perlite, glass fiber or wood fiber, any thickness. ase Sheet: — Two layers Type G2 "Glasbase" base sheet or Type G1 "Flintglas Ply Sheet ". Surfacing: — Type G3 "Flintglas Mineral Surfaced ".