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RF-12-225Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 169787 Permit Number: RF -2 -12 -225 Scheduled Inspection Date: April 16, 2012 Inspector: Bruhn, Norman Owner: DUMAS, ROSARIO Job Address: 1230 NE 95 Street Miami Shores, FL Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132060144080 Phone: 305 - 757 -2612 Building Department Comments RE ROOF BUILT UP AND TILE ROOF SYSTEM Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments April 13, 2012 For Inspections please call: (305)762 -4949 Page 13 of 36 RE: Permit .# Miami Shores V Building Department INSPECTION AFFIDAVIT cTarsf).tr.nw.r (Print name and circle License Type) License #: Ce,e, 014-3a, On or about N,6 I fc /a: (V (Date & time) Secondary water barrier work at /0?3o licensed as a (n FS 468 Building Inspecor 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 DATE:l4/ /A , I did personally inspect / Engineer / Architect, e roof deck nailin (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based o 553.844 F.S) Z271. 4 A/1--az(---- re State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this Notary Public, Sate of Florida at Large day of ;OM 'General, Baling, 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 # dearly shown marked on the deck for each inspection Dmhre.111..■ Cn4 ram F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: 7420 s..,A., Job Address: l 7-30 4 . 5 .61—..., 6`•/t dfM 6 ..0,,c-,-;,—.--- -.. . il Roofing Contractor: CC-a- N o t)(12— Roc= (1 -ic Permit Number: ?'-.2-1.2---2-.2- Type of Tile: o'- ' - 161 - o(V-S - 17-70 A 6 Approximate Roof Height: i 2- feet Slope: 3 ' 12- Approximate Square Footage: AI a /-40V) ft2 Type of Access to Roof: .. Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: --S -d 2e7., LZ Date of Inspection: /®.i 12 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 A 21 -, & 41 _ 61 f ■ 81 2 22 r 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 / 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: ,. ft Area Units or ft2 No. of Tests Perimeter if Po 2� Field -z 3-oc Z 7- Corners l8 $0 Hips & Ridges '140 RESPECTFULLY SUBMITTED BY: Jet—JO-17. o Ad Contractor: Other: FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB, LLC Sketch of Roof oo �b�I ale iaiuiiaamuauauaaamaa mummai auaaaaaami immummunninimmummumanammummum nommunimmummilimmanniumnummumm aaaaeewaaaia eee'ae eaa aeae eeeaaaeaaaaaaia ae nnumm aaaumai■ aaaaaaaaaaaeaaaaaiats e ulim aiiaaiineem� mpl ■� ummin anomm■aaiiiasm maeaa=.�,. ,mieaae roman mommensammeamminnwitamemtutiannammumn ■eeemeeeaeaamafeeaaanm rr ieliiaaeeaaaair annummismorempmmv,imulmommigammiummummaa eeeal; -, minagI.i`iimL` IFi>onimm11[IIIUIIRaIf nomm . laatarmiaaaimmumm immo 1saa»iaa 11 aaeann imsa mllli iammit/:Im/'![urrnrrimll ■■ie lllit► mr i, amanfimf'�mu'w>dmicwifs!!iiiil eeelm .ni`.,iiTaista' . milma fa:lri onarim 1mmin ■ nnmmirda►`a nnea\iiaaigr a . siaiil.'r'F a /a1ia11 minnumminvirsImmomanmmummummumminen muminsaminsmemadommommumemmusimum �, a •mcammmvg aiilli'21 ■�»�Sm�aiii:;/aiai�iiai aafii:,_ _�:�___ ��`► • aita ■E%mm maararafaal: aaiF %�iiiai'r`\: is moun ■■ ■a eeeeamla'lfial 7aatiafa aaa!'irialim;% lal l //taivital(` men naiumifataaaiiaaa ataaarr\`!mm n 1 mommera la aumaaa Mani as mummamar loll ■a■aI1ueaii;`\a\tiiiiiar`.fa as %a umtaahmaaaemIlall eae■ ■ ie 'h'i "wam7aara■eaeaaeimaaeeeaac ? lell ■aai;rA7liiiiri amm m amaimammuammmaiiam� m -ram a;is mm ■ie a Aa� aaaaaaalaia iaiaa,iiinnam /t ■e / iii minim m a aifi iiaaiai ommumaiaaa/ nummummummummimmummummumumme ■eeie■a IIIIIsleaeeaiaaIUeae «aeueeea�aaae eaae:ee'em - elm�mmer ar��I�r�smemr '%f ��if�talfs��ltcwti!L�— -- -l��- sue immummummummummummumummummumm ■iie ummi aiammomm mmum iaa emmu eae naaeeeeaeeeeaaiulaeeluaa ■eaaiaaeiiaiate Notes gl 16119‘ BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 40050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 kb� Jg a lin FEB b =•r B Y: Permit No. " 2Z5 Master Permit No. Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): Jiii (D I d DeLnac Phone#: q4.s- 7s7-1(44 L Address: 1 City: `A 1 WINV, 1 ilUre, State: F 1 Zip: 33 13 C� Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: a3 tit S City: Miami Shores County: Folio/Parcel #: It � 3X;10- a( 4 W) Is the Building Historically Designated: Yes NO Miami Dade Zip: 3313B Flood Zone: CONTRACTOR: Company Name: 00 Nail PCD f' ( Phone #: ,? g1 Address: 15Z Nt qti �T I 1� City: 1 1 1 O.ty i, horf s State: a- Zip: 331 49 Qualifier Name: ('< D . ()brim( if Phone #: gar 7S7 / State Certification or Registration #: Ode_ 0 114 --,30 (, Certificate oofCompeten 5 #: / Contact Phone #: 36' 767-.14191 .2 Email Address: 9b eN Oa f rpo I 6 a / . Con DESIGNER: Architect/Engineer: -- hon Value of Work for this Permit: $ b 2 to P • m- Square/Linear Footage of Work: Type of Work: ❑Additio teration „� ❑Ne jw� I �, ^ C�'Reepair/Replace Description of Work: PaVO ,TI, �,i.� TI if 1 L(iL4t €,e & , e et t C. ODemolition 0 vi Al dk� * * * * * * * * * * * ******* six ************** * * *= *Fees******************************************** Submittal Fee $ Permit Fee $ i) Q v CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ —51-1-5D TOTAL FEE NOW DUE $ 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 FLF.CTRICAL 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 The foregoing instrument was acknowledged before Mme this day of N , 20 L, by j�l d l /. j , who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: ati Sign: Print: My Commission Expires: ,)Caminissitml e 7 59 : FatR.(fl,O13 BM711,111127, icY'3Sin'"rr' aiAiisYn2 al- DZ. o- .)-C Satdra ID_ Hurt Signature ii'Ji Contractor The fo :oing instrument was acknow /naged before me this day of Sol.",, ,2d2 , by .J &YL J D. who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Af My Commission Expir ifira b Idr't Commission s1),675` : APR. (12, 201 Enra.zp Tian MOM (Zi.ra ******************************** *****+k**+k**+k**+k+N*** NNE+ k** *+ k*+ k+ N*ss****+ k**+ k*+ k+ k*+ k****+ k+ k*+ k*+ k**+ N**+k***+k*** *+b+k+k+k+k*** APPROVED BY Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10/2009)(Revised 3/15/09) Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO.1! 3 21:641 STATE OF FLORIDA: COUNTY 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/add - 1,, IMMINgt-WL 2. Description of improvement ?.1 L53t M; Sar 1 11111111111111111111111111111111111111111111 CFN 2012R0n8381.5° OR Bk 27987 Ps 3765; tips) RECORDED 02/06/2012 15:22:30 HARVEY RUVIH► CLERK. OF COURT MIAMI -DADE COUHTYf FLORIDA LAST F'AGE Space above reserved for use of recording office 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: Amount of bond $___ 6. Lender's name and address: 7. Persons within the State of Florida designated by Section 713.13(1){a)7., Florida Statutes, Name address and phone number. Q4i gNei9 provids yco upon whom • �r I HEREBY CERTIFY that this is.a true copy of the 0 d i, this or . 1 r r to retlI 'tad ce as provided in 8. In addition to himself, Owners designates the following person(s) �`pg 713.13(1)(b), Florida Statutes. i{ARV UV, CLERK, of Circuit County Coin !' Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is spedffed) WARNING TO OWNER: ANY ER CHAPTE713, P� I, OWNER SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROPER PAYMENTS UNDER FIRST INSPECTION. ECTI N. YOUR PROPER-N. TO OBTAIN FINANCING, COMMENCEMENT MUST BE YOUR RECORDED ENDER OR AN ATTORNEY BEFORE COMMENCING WORK FIRST INSPECTION. IF YOU OR RECORDING YOUR NOTICE OF COMMENCEMENT. r 0 ,s'' uthorized Officer/DirectorP y artn a anager Prepared Print Name Title /Office Signature(s) of 0 ner(s) Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The for ing ins By for CI J" dually, or CI as e of identification: ersonally known, or CI produced the followin g typ Signature of Notary Public: Print Name: (SEAL) n owledged before me this day of 20112. VE IFICATIO RSU T TO SEC ON 9 525 FLOR DA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in It are true, to the best of my knowledge and belief. Signa ,,) of Owner(s) or 's Authorized Officer /Director/Partner/Manager who signed 0 By By 123.01 • r PAGE 3 an Ei ,t,- 9: MYR. NOW& .< Sandra I). Hart Ccr scion ' above Dr ` . 0s, vC l N j= CO- M• CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: M r. Je r r o I d Dumas PERMIT # ADDRESS: I a3o NF 954'' S-i-rty+ FOLIO NUMBER: I t _3.;C.to_01L OOD ZONE:_ A a BASE FLOOD ELEVATION:_ FREEBOARD: MV EAST OF FL.CCCL: /1(0 COST OF PAST IMPROVEMENTS (12 MONTHS): COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) oT 1 l ` ®°' sp TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 1 S I C / V, ,of OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: Created on June 2009 • Wawa l atee4'1/e€€49e MI eluvrestefee 10050 NE 2nd Ave ` Miami Shores, FI 33138 Phone 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. o: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 :e: Owner's Name: Property Address: Roofing Permit Number: )ear Building Official: J'ertr0 Date: I(o112 tferrold - Ourras 1@-0 N.E °\S �l certify that I am not required to retrofit the roof to wall onnections of my building because: ] The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please ttach proof of ad valorem taxation. ] The building was constructed in compliance with the provisions of the Florida Building Code (FBC) or ,ith the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) signature ;tate of Florida ;ounty of Dade @,,a447C Jerrold_ Dcanas Print Name he undersigned, being the first duly sworn, deposes and says that he /she is the contractor for the above roperty mentioned. ;worn to and subscribed before me this 4 day of 2WZ mug FOBU.C- STATE OF Mani Sendra D. >t Jotary Public, Sate of Florida at Large 02, / // / C.�D}86735 Q26goi _- ilTharetell.MIKI 011. b'; hen the lust 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 h : rear :.i 1994 SFBC. Then you must.provide a building application front a General Contractor for the Roof to Wall connection Hurricane Mitigation. • Miami -Dade My Home My Home miamidade.go Show Me: IProperty Information Search By: ISelect Item) 21 Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison M Portability S.O.H. Calculator Summary Details: Folio No.: 11- 3206. 014.4080 Property: 1230 NE 95 ST Mailing JERROLD DUMAS &W Address: ROSARIO Living Units: 1230 NE 95 ST MIAMI Adj Sq Footage: SHORES FL Lot Size: 33138 -2550 Properly information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/2 Floors: 1 Living Units: 1 Adj Sq Footage: 2,825 Lot Size: 10,000 SQ FT Year Built: 1953 $50,000/ $137,095 MIAMI SHORES SEC 3 City: PB 10-37 LOT 10 & LOT Legal 11 BLK 85 LOT SIZE Description: IRREGULAR OR 12320- 1841 11841 OR 12320- 1841 1184 00 Assessment Information: Exemption Information: UTIMINIM 2011 2010 •u= i = =• $25 000 $25 000 Taxing Authority: Exemption/ Taxable Exemption/ Taxable ■E13-1Cai Value: .. 7"." 'PItiR71♦ $187.095 aiMil Exemption Information: UTIMINIM 2011 2010 •u= i = =• $25 000 $25 000 Taxing Authority: Exemption/ Taxable Exemption/ Taxable < Taxable Value Information: Year 2011 2010 Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable Value: Value: Regional: $50,000/ $137,095 $50,000/ $134,331 County: $50,000/ $137,095 $50,000/ $134,331 City: $137,095 $137,095 $50,000/ $134,331 School Board: $25,000/ $182,095 $25,000/ $159,331 Sale Information: Iceb nee• 1� � PIOS1A ACTIVE TOOL: SELECT g f, Aerial Photography - 2009 0 My Home I Property information I Property Taxes I Anil Neighborhood !Property Appraiser Home I Usino Our Site I Phone Directory /Privacy I Disclaimer 110 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Web Site © 2002 Miami -Dade County. All rights reserved. http:// gisims2. miamidade .gov /myhome /propmap.asp Page 1 of 2 MIAMI•DADE Legend efie Pro dary Selected Property Street HIghway PP Miami -Dade County . Water 2/7/2012 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) Master Permit No. Contractor's Name ►,t,,'.` 1/2, Job Address Low Slope ❑ Asphaltic Shingles Process No. --Ip,017\77.7,-- La ,,_ iLE13 0 7 ri 2 t V Diooa000000ee �1ti�225 I 2 e LI 9 ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE a� 0) m rta t hesive Se • d I glQsf Sha o ro 0 .. Re- Roofing ❑ Recovering ❑ Repair ❑ Mai ite ance ROOF SYSTEM INFORMATION Steep Sloped Roof Area (SF) Total (SF) Li] I a_ 4117 z{7 �[i7JIi�CeT�T� w 0 C3 ❑ Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. 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III■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■ME■ ■ ■■ ■ ■ ■ ■ ■ ■ ■■■■ ■ ■ ■■■■■■■■ ■■■ ■■■ /►I■■■■■■■■■■■M►II■ mill ■ ■ ■ ■■■ ■ ■■■■ ■ ■ ■■■■■■■ ■ ■■■■■■ ■u ....u■■■■■ ■ ■ ■■ ■■■■■■■■ ■ ■ ■ ■■ ■■■■■■ ■t■■rmmim ■■ mil■■ lM■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■MM■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■ aIIF_ ir1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■■�■■■■■■■■■■■■■■■■■■ ■■■■ ■■■■■ BJECT rO CCMP[JANCE wrr k GTATE AND Cr UN Y RULES AND REGULATI N� ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High- Velocity Hurricane Zone Uniform Permit Application Form. Section C (Low Siope Application) Surfacing: Fill in specific roof assembly components and identify manufacturer (If a component Is not used, identify as "NA ") System Manufacturer: Product Approval No.: Design Wind Pressures, From RAS 128 or Calculations: Pmax1: T2 Pmax2: I7 0 Pmax3: J Max. Design Pressure, from the specific Product Approval system: y Deck: Type: G4f o'l /N4 of Gauge/Thickness: Slope: Anchor /Base Sheet & No. of Ply(s): toot 4j 7. - Anchor/Bassee /Sheet astener/Bor1 l,alatorlal: insulation Base Layer : / g/y h Base tnsuiation Size and Thickness: l'hX Base Insulation Fastener/ on 'g plat iner}a -True ,, -r Top insulation Layer: Top insulation Size and Thickness: Top Insulation Fastener /Bonding Material: Base Sheet(s) & No. of Ply(s): 6,0.44 ' #7f Base Sheet Fast epy/Op A A e t er#al: rifi Ply Sheet(s) & No. of Ply(s): Ply Sheet Fas r Ban Melia 74 Top Ply: ear ,,,�1l dLy'e/f 4 / %'sic Top Ply Fasten I g eo t : /y FLORIDA BUILDING CODE — BUILDING Fastener Spacin2fo_r Anch wise A cpd� t: y /!�'�J1I,D per. Field: 6 -" oc 0 Lap, N Rows ® oo #1, C Perimeter: 4' " oc 0 Lap, it Rows e ' oc / m Coer: 4, " # oc 0 Lap, Rows 4.-- � 0 6 " oc X Number of Fasteners Per In u tlon Board: r/" Field Peri tdr r Corner Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit it 4 /)G ?rit/Ad& It "o/4 #2G etoiftli WI VV% Mean Roof e,e i-3 Height 15.33 Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: /I91d1gi Notice of Acceptance Number: 07-- O. X'©o Minimum Design nd_n Pressures, If A cablrom Pmax1: 9 Pmax2: f72.-J RAS 1 Calculations): Pm ax3: 1.--i. 3 Maximum Design Pressure (From the NOA Specific System): ! g i Method of Tile Attachment: D ,1to Roof Slope: 3 :12 Sloped System Description eck Type: 1 Adc. ype Underlayment: nsulation: I Fire Barrier: Ridge Ventila 'on? 1 10- Fastener Type & Spacing: dhesive Type: I re Lt( Mean Roof Height: /1 ype Cap Sheet: oofing Covering: /74/vo av�� Acvy Type & Size Drip dge: I Woo. h/- Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment -based tile systems, choose either Method 1 or 2. Compared the values for Mr with the values from M1. If the Mf 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: i x2 V ) - Mg: L Q'( = Mr, 4 ®(l NOA M� ` Q 7 (P2: ,a x 2 _ _ 3 ) - Mg: Sac = M2 /q 2_7 NOA Mr (P1 1 . x 2 • _ MS , ) - Mg / ®.ems = Mr2 LS_ 3 2_ NOA Mr Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) From Table Below NOA Mr Mr 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 30.0 *Must be used in conjunction with a list of moment -based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift -based tile systems use Method 3. Compared the values for F1 with the values for Fr. If the F' values are greater than or equal to the Fr values for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift-Based Tile Calculations Per RAS 127" (P1: xI:_ =_xw:= _)- W:_xcos 0: =Fr,: NOA F1 (P2: I: - = _ x w: = _) - W: cos 0: = F,: NOA F' (P3:_xi:_ =_xw:= W:_x cos 0: =F NOAF' _)- ,3: Where to Obtain Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier .i NOA Restoring Moment due to Gravity MA NOA Attachment Resistance M, NOA Required Moment Resistance M, Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions I = length w = width NOA All calculations must be submitted to the Bu (ding Official at the time of permit application. 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 contract. r. The owner's initial in the designated space indicates that the item has been explained. CD- 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of roviding that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the greement between the owner and the contractor. 2. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to moving the existing roof system). Common roofs: Common roofs are those which have no visible delineation between neighboring nits (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or o er should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can e 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 ap -arance. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low-lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the ori 'nal roofing system is removed. Pounding conditions should be corrected. 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 a� ordance with the requirements of Sections R4402, R4403 and R4413. i�. Ventilation: Most roof structures should have some ability to vent natural airflow through the nterior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can rey It in extending the se,'ce life of the roof. P) Owner /Agents Signature Date Revised on 7/9/2009 LD Contra. or 'gnature Date MM I� DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MonierLifetile, LLC 200 Story Road Lake Wales, FL 33853 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: Barcelona 900 Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Aceb NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing High Profile Roofmg Tiles Concrete SCOPE: This new NOA approves a system using MonierLifetile Barcelona 900 Concrete Roof Tile, as manufactured MonierLifetile LLC and described 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 the installation section herein. The attachment calculations shall be done as a moment based system. PRODUCT DESCRIPTION: Manufactured by Test Product Applicant Dimensions Specifications Description MonierLifetile LLC 1= 17" TAS 112 High profile, interlocking, one - piece, 'S' Barcelona 900 w = 13" shaped, high- pressure extruded concrete roof V2" thick tile equipped with three nail holes. For direct deck or battened nail -on, mortar set or adhesive set applications. Accessory trim, Boosted Barcelona, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Trim Pieces 1= varies w = varies varying thickness SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. TAS 112 Test Identifier 7161 -03 Appendix III 7161 -03 Appendix II P0402 Letter Dated Aug. 1, 1994 P0631 -01 IC- 1320 -94 25-7688-3 25- 7688 -10 Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108(Nail -On) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Physical Properties Feb. 1995 PA 112 PA 101 (Adhesive Set) June 1996 PA 101 (Mortar Set) July 1996 NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 2 of 6 • Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineers LIMITATIONS: Test Identifier 25- 7688 -5 25- 7688 -4 520111 -3 520191 -2 -1 Calculations Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations 122 Test Name/Report Static Uplift Testing PA 102 (3" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Clips) Static Uplift Testing PA 101 Aerodynamic Multiplier Two Patty Adhesive Set System 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Restoring Moments Due to Gravity TAS 112 Date June 1996 June 1996 Dec. 1998 March 1999 March 1999 April 1999 March 1995 February 1996 April 1996 December 1996 February 2007 January 2007 1. Fire classification is not part of this acceptance. 2. For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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. 4. Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 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. 6. This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. INSTALLATION: 1. 2. MonierLifetile Barcelona 900 Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. Data For Attachment Calculations NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (lbf) Length -I (ft) Width -w (ft) MonierLifetile Barcelona 900 11.5 1.417 1.08 Table 2: Aerodynamic Multipliers - X. (ft3) Tile A (ft3) A (ft3) Profile Batten Application Direct Deck Application MonierLifetile Barcelona 900 0.289 0.313 Table 3: Restorin • Moments due to Gravi - M ft -lb Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7":12" or greater Barcelona 900 Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 7.28 8.13 7.21 8.05 7.10 7.93 6.96 7:78 6.79 7.61 6.61 7.40 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Barcelona 900 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw Shank Nail 5.1 6.8 2.8 2 -10d Smooth or Screw Shank Nails 6.9 9.2 7.3 1 .#8 Screw 20.7 20.7 18.1 2 .#8 Screws 43.2 43.2 29.8 1 -10d Smooth or Screw Shank Nail (Field Clip) 23.1 23.1 19.0 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 24.0 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 38.6 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 41.8 NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 4 of 6 Table 5: Attachment Resistance Expressed as a Moment MI, (ft-lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Barcelona 900 Adhesive 29.32 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 10.7 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance MonierLifetile Barcelona 900 Polyfoam PolyProTM 66.5' Polyfoam PolyProTM 38.7" 3 Large paddy placement of 63grams of PolyProTM'. 4 Medium paddy placement of 24grams of PolyPro T . Table 5B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance MonierLifetile Barcelona 900 Mortar Set' 24.5° 5. Tile -Tite Roof Tile Mortar LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIERLIFETILE LLC, BARCELONA 900 TILE (LAKE WALES FL PLANT 2) LOCATED UNDERNEATH TILE 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 system. NOA No.: 07- 0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 5 of 6 PROFILE DRAWING NAIL HOLES MONIERLIFETILE BARCELONA 900 CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07 -0220.04 Expiration Date: 04/26/12 Approval Date: 04/26/07 Page 6 of 6 MIAMI COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 ww w.m i e m idadesov /bnildingJ 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: PoIypro® AII160 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 renews NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigers. MANMADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® All 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 Polyproo AH160 Foamprog) RTF1000 ProPack® 30 & 100 Dimensions Test Specifications N/A TAS 101 N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 Ibs.ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. MIAMtOADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test NamelRenort 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 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 • TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AH160 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® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. (—F) _W 2 F'– MS MANMADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® A11160. 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 II) dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table I: 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 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. MADE COU APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nag through plastic cunt Uadedaymmnt Fasscia Eave course only: Keep adhesive approx. 4 Ia. up from wuapholes Nall through plastic come Underlayment Paddy (Beneath The) 10 In. 1y 2 I Elm Comm Fans coins. on): Keep adhesive Dooms. 4 In. up from wormholes Facia Waphob eans closure Drip edge 1) Place enough admire se to achieve 11 to 23 steep pitch application square Inches In contact with the pan Me To 1 In. From outside edge of adhesive In. Then lnetallthefife. Optional 2x4b for Underlayment 1 Nett roughphaticanent 1 MANMADE COUNTY APPROVED pporl on MIL* save course cover tile Abut Maenad course of pan tiles. Ensure ease end of pan end cover ties are flush al arm line. Easeckews Weephote Faacla &nodarshown) Optional Poinbup Mar on lenggwilnel edges of Ma NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Underlaymenl 1 Paddy (Beneath Tile) 71n. In. Ease Course Fascia Weephele Eave closure Drip edge Nall through plastic cement Underleyment Paddy (Beneath Tile) 71n. Ease Course MIAMI-DADE COU APPROVED Faeola Ease Closure NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nell through plastic cement Paddy (between tile) Paddy (under tile) 3 In x 31n. Single paddy on under• layment Single paddy under tile Single paddy on top of tile e course In. X7In. medium eke paddy save Fascia course only Nail through plastic cement Nall through plastic cement Single paddy under Ole Underlayment Single paddy between tile co2 in. x 7 in. medium couse onlava curse on{y x 3 In. j 4In, Single paddy on under - layment Single paddy on top of Ole Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile Pliin.x 3 In. Single paddy on underleyment Single paddy on top of tile Eave Course Eave Closure 2 in. x 7 in. medium size paddy etr a course only Fascia END OF THIS ACCEPTANCE MtAMtOADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 • All i�D� BUILDING CODE COMPLIANCE OFFICE (BCCO) • PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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 GAF Material Corporation. 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Conventional Built-Up Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 03- 0501.05 and consists of pages 1 throygh 19. The submitted documentation was reviewed by Jorge L. Acebo. MIAMIOADE COUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Roofing Sub - Category: BUR Deck Type: Wood Maximum Design Pressure -75 psf TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer Test Dimensions Specification 3, 5, 55 gallons ASTM D 41 ASTM D 1863 ASTM 1227 GAF Mineral ShieldTM 60 & 100 lb. bags Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM MatrixTM 322 Elastomeric Roof Coating LeakBusterTM MatrixTM Select Asphalt Emulsion Fibered 306 Leak BusterTM MatrixTM 204 Wet/Dry Roof Cement RUBEROID® Modified Bitumen Flashing Cement LeakBusterTM MatrixTM 201 Premium SBS Flashing Cement GAFGLAS® #75 UNTY APPROVED 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 5 gallons Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral ShieIdTM Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. ASTM D -4586 Refined asphalt blended with a mineral ASTM D -3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. ASTM D 4586 Fiber reinforced, polymer modified Flashing cement 5 gallons ASTM D 4586 Asphalt flashing Cement 39.37" (1 meter) ASTM D 4601 Asphalt impregnated and coated glass mat wide base sheet. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 2 of 19 APPROVED ASSEMBLIES Deck Type 1I: Wood, Insulated • Deck Description: '9/32" or greater plywood or wood plank System Type A: Anchor sheet mechanically fastened, all layers of insulation adhered with approved asphalt. All General and System Limitations shall apply. One or more layers of any of the following insulations. . Insulation Layer (Table 2) Insulation Fasteners Fastener (When applicable: Steel plate only =5, plastic plate only (Table 3) Density /ft2 P). EnergyGuardTM, EnergyGuardTM Composite, EverGuard® ISO, EnergyGuardTM RA, EnergyGuardTM RA Composite Minimum 1" thick N/A N/A EnergyGuardTM High Density Wood Fiber, EnergyGuardTM Recover Board, Wood Fiber, • Minimum 'A" thick N/A N/A EnergyGuardrm Perlite Minimum 3/4" thick Fiberglas (Min. 15/16" thick) N/A N/A N/A N/A Note: MI 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. GAF requires either a ply of GAFGLAS® STRATAVENT® EliminatorTM Perforated laid dry or a layer of EnergyGuardTM Perlite or wood fiber overlay board on all isocyanurate applications. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield® Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. • Anchor sheet: GAFGLAS® #80 ULTIMATM Base Sheet, STRATAVENT® EliminatoirM • Nailable, RUBEROID® Modified Base Sheet, RUBEROID® 20, RUBEROID Heat- WeldTM Smooth or RUBEROID® Heat- WeIdTM 25 base sheet mechanically fastened as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/05 Page S of 19 Fastening Options: Base Sheet: Ply Sheet: GAFGLAS® Ply 4, GAFGLAS® Flex PIyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) .GAFGLAS® Flex PlyTM 6, GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring shank nails and tin caps at a . fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80ULTIMATM, RUBEROID®20, RUBEROID® Mop Smooth, base sheet attached to deck with approved PA" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) (Optional) Install one ply of GAFGLAS® 1175, GAFGLAS® #80 ULTIMATM Base.Sheet, GAFGLAS® STRATAVENT® Eliminator"' Perforated, RUBEROID® Modified Base Sheet, RUBEROID® Mop Smooth, RUBEROID® 20 .RUBEROID® Heat- WeldTM Smooth or RUBEROID® Heat -Weldor directly over the top layer of insulation. Adhere with any approved mopping asphalt applied within the EVT range and at a rate of 20 -40 lbs. /sq; (see General Limitation #4). One or more plies GAFGLAS® PLY 4, GAFGLAS® Flex P1yTM 6 sheet, #80 Ultima, RUBEROID® Mop Smooth or RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 9 of 19 Cap Sheet: Surfacing: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs. /sq. (Optional, required if RUBEROID® MOP Smooth or RUBEROID® 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400 lbs. /sq. and 300 lbsJsq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 galisq. 2. GAFGLAS® Mineral Surfaced Cap Sheet, GAFGLAS® Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal. /sq. 4. Leak BusterTM MatrixTM 715 , Leak BusterTM MatrixTM 322, TOPCOAT® MB +, TOPCOAT® Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 gal. /sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote® roof coating applied at 1 to 1.5 galJsq. 6. TOPCOAT® Surface Seal, TOPCOAT® Fireshield® SB Solvent based Elastomeric Roofing Membrane applied at Ito 1.5 gal. /sq 7. Advance Green Technologies Photovoltaic Laminate solar energy collector auxiliary roof equipment installed in compliance with manufacturer's specifications and applicable Building Codes. Maximum Design Pressure: See Fastening above. MIAM I:AO . ou • APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03120/08 Page 10 of 19 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex PIyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 'A" Dens DeckTM or W' Type X gypsum board is acceptable to be installed directly over the wood deck. 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 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 sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 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 system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and /or flashing termination designs shall conform with 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 this NOA, General Limitation #7 will not be applicable.) 10.. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE MLAMF a COUNTY APPROVED NOA No.: 07- 1219.09 Expiration Date: 11/04/13 Approval Date: 03/20/08 Page 19 of 19 192 2007 ROOFING MATERIALS AND.SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued Base Coat: "A -38 Series", 0.75 gal /sq. Second Base Coat: "A -38 Series ", 0.75 gal /sq. Wear Coat: ".A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 lbs per sq. Surfacing: " A -38 Series ", 0.75 gal /sq plus walnut shells at 0.75 jbs per sq. 46 Deck: NC Incline: 3/4 Foam: Spray application of 2 -in. thick "Polyfoam 273" (2.7 lb /ft.' ) Surfacing: Spray application of 28 to 34 -mils "U -8730" (aluminum) 47 Deck: NC Incline: 1/2 Insulation: Spray application. of 2 -in.. thick " Polyfoam 273" (2.7 lb /ft' Surfacing: Spray application of 28 to 34-mils "U -8782" (ivory) GAF MATERIALS CORP R1306 1361 AIi'S RD, WAYNE NJ 07470 "Ruberoid 20" or 'Ruberoid Modified Base Sheet" may be utilized as an alternate to Type G2 base sheets in any of the following Classifications. 1/2 in. thick (min) gypsum board or 1/4 in. thick (min) C-P Gypsum DensDeck® may be used in any existing noncombustible deck Classif cation. When this is done, the resulting roofing system is acceptable for use over combustible (15/32 in. min) hoof decks. The joints in the gypsum board and overlayment board are offset6 in. with the joints in the deck. If polystyrene is part of the roof system, it must be placed below the overlayment board. Also, multiple plies of "GAFGLAS Ply 4" or "Ply 6" may be adhered to G -P Gypsum DensDeck® in hot Asphalt. e uard Ultra" is an acceptable alternate to "EnergyGuard" in any applicable Classification. "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be mechani- cally attached or hot mopped over noncombustible decks and as a recover over existing roof systems. GAFGLAS Perlite Insulation may be utilized as a cover board over "EVER - GUARD" insulation in any of the following systems. Unless otherwise indicated, the roof insulation is mechanically fastened, adhered with hot mopping asphalt or urethane insulation adhesive. Polysty- rene reference in any of the following Classficatons include "ENERGuard EPS Insulation ". References to glass fiber insulation include "EnergyGuard Fiberglass Insu- lation ". ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type asphalt glass . mat base sheet ( "GAFGLAS #75 Base Sheet" or G LAS�##8800 ULTIMA" ), is a suitable . alternate for Type GI asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ") in the Crass A, B or C roof systems indicated below. The roof deck may first bei covered with a Type G2 asphalt glass mat base sheet "GAF Stratavent Eliminator Venting Base Sheet (Perforated)" or "GAF Stratavent Eliminator Ve►tang Base Sheet ( Nailable).' . Perforated to be mopped and nailable to be mechanically attached granule side down. As an option. Type G2 asphalt, glass mat base sheet ( "GAFGLAS #75 Base AS Sheet ", " GAFGL #801 J1. " or "GAF Stratavent Eliminator Venting Base Sheet (Nailable)" may be substituted for Cl asphalt glass fiber ply sheet ( "GAFGLAS Ply 4" or " GAFGLAS Ply 6 ") as the nailed base ply in the following systems. Bottom ply or base sheet may be solid mopped, spot mopped or mechani- cally fastened. Unless otherwise indicated, all insulations may be hot mopped or mechani- cally fastened. "GAFGLAS Flashing" or "Ruberoid" may be used for flashing in any of the Class A, B or C systems listed below. When "perlite" is referenced, this includes " GAFTEMP PERMALITE®" or any other UL Classified perlite insulation. Crushed stone or slag are suitable alternates for gravel in any of the Class A, B or C systems listed. Structural cement fiber building units are considered suitable to be included as a deck in the following Class A, B or C systems listed over C -15/32 or NC. The use of gypsum board under any of the following Class A, B or C systems does not adversely effect the Sating. The use of 1/2 in. min gypsum board is an acceptable alternate for insulation over C -15/32 decks. The use of. p�lystyrene insulation board between min 3/4 in. perlite board and deck with rosin paper (perlite /rosin paper /polystyrene /perlite) is a suitable alternate for isocyanurate board in the following Class A, B or C systems. "BMCA EnergyGuard RA ",, "BMCA Tapered EnergyGuard RA" and ''BMCA EnergyGuard RA" may be substituted for any Atlas polyisocyanurate insula- tion in any of the following Classifications. Trumbull "Perms Mop" may be utilized with any of the following "Asphalt Felt Systems with Hot Roofing Asphalt ". GAFGLAS #80 Premium Base Sheet may be used in .any of the following systems. " GAFGLAS Flex Ply 6" is a suitable alternate to "GAFGLAS Ply 6 ". ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU)— Continued "GAFTEMP Permalite Recover Board" may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated, any of the "Asphalt Felt Systems with Hot Roofing Asphalt" may be surfaced with "Fireshield MB" at 2.5 — 3.0 gal /sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat Weld" SBS roofing membrane may be used in lieu of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Deck: C -15/32 Incline: 3 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type Cl " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped. Surfacing: Gravel. 2. Deck: C -15/32 Incline: 2 Insulation (Optional): 1 One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness_ Ply Sheet:' Three or more layers Type Cl "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, 2 in. max. Ply Sheet: Two or more layers Type G., " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet: One layer Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". 4. Deck: NC Incline 1/2 Insulation: One or two layers "Isotherm R ", 4 in. max, hot mopped. Ply Sheet: Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 5. Deck: C- 15/32 Incline: 1 Slip Sheet (Optional): Red rosin paper, nailed to deck. Base Sheet: One layer Type G2 "GAFGLAS #75 Base Sheet" (may be nailed). Ply Sheet: One or more layers Type Gl " GAFGLAS Ply 4" or GAFGLAS Ply 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ". Deck: NC Incline: 3 Base Sheet: One layer Type G2 " GAFGLAS #75 Base Sheet ". Ply Sheet: One or more layers Type Cl " GAFGLAS Ply 4" or "GAF - GLAS Ply 6 ". Cap Sheet: One layer Type G3 " GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ". Deck C -15/32 Incline 2 Insulation: One or more layers perlite, glass fiber, isocyanurate, ure- thane, perlite / isocyanurate composite, perlite /urethane composite, phe- nolic, 1.0 in. min (offset from plywood joints 6'in.). Base Sheet: One or more layers Type Gl, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus" (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet: Type G3 GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 8. Deck C -15/32 Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet: Two or more layers Type G2 or G3. . Ply Sheet (Optional): One or more layers Type Gl. Membrane: One or more layers "Ruberoid Torch" (mooth or Granule), "Ruberoid Torch Plus ",(granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). LOOK FOR THEW MARK ON PRODUCT 2007 ROOFING NII4''ERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVT) Roofing Systems'(TGFU)- Continued Cap Sheet Type G3 GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 9. Deck: NC Incline: 2 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base Sheet One or more layers Type G2, "GAFGLASS #75 Base Sheet ". Ply Sheet: One or more layers Type G1 " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ". Cap Sheet Type G3 " GAFGLAS Mineral Surfaced Cap Sheet ", hot mopped. Surfacing. "Fireshield MB ", 2.5 - 3.0 gal. /sq. Class B 1. Deck: C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any thickness. Ply Sheet Two or more layers Type GI " GAFGLAS PIy 4" or "GAF - GLAS Ply 6" Cap Sheet Type G3 "GAFGLAS Mineral Surfaced Cap Sheet" or " EnergyCap Mineral Surfaced Cap Sheet ", hot mopped. 2. Deck C -15/32 Incline: 3-1/2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Base Sheet Two or more layers Type Gl, G2 or G3. Membrane One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Plus' (granule), "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus" (granule). Cap Sheet " GAFGLAS Mineral Surfaced Cap Sheet" or "EnergyCap Mineral Surfaced Cap. Sheet ", hot mopped. Class C 1. Deck C -15/32 Incline: 1/2 Insulation (Optional) ',One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gi " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing Special oofing Bitumen" 20 lbs /sq. COAL TAR FELT SYSTEMS WITH HOT ROOFING COAL TAR Class A 1. Deco C -15/32 Incline: 1/2 ' Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or "GAFGLAS Ply 6 ", hot mopped with coal tar bitumen. Surfacing: Gravel. COMBINATION HOT AND COLD SYSTEMS Class A 1. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber or glass fiber, 2 in. max. Ply Sheet Three or more Layers Type G1 " GAFGLAS Ply 4" or "GAFGLAS Ply 6 ". Surfacing Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq. t 2. Deck: NC Incline:1 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type Gl " GAFGLAS PIy 4" or "GAFGLAS Ply 6 ". Surfacing: "Weather Coat Emulsion" at 3 gal /sq. 3. Deck: NC Incline: 1/2 Insulation One or two layers "Isotherm R ", 4 in., hot mopped. Ply Sheet Any UL Classified gravel surfaced Class A asphalt glass fiber mat system. 4. Deck: NC Incline: 2 ROOF COVERING MATERIALS gpv ( Vv 193 Roofing Systems (TGFU)- Continued Insulation ( Optional): Isocyanurate, perlite, isocyanurate /composite, wood fiber and glass fiber, any thickness, mechanically fastened. Base Sheet One ply Type G1 or G2, mechanically fastened or hot mopped. Ply Sheet: One or more plies Type GI or G2, adhered with hot roofing asphalt. Surfacing: "GAF Premium Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq or "GAF Weather Coat Emulsion ", 3 gal /sq. 5. Deck: NC Incline 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base/Ply Sheet One or more plies Type G1 or type G2, hot mopped in place. Coating: "Fibered Aluminum Roof Coating ". 6. Deck: NC Incline: 1 Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Base/Ply Sheet One or more plies Type GI or Type G2, fully adhered with either " Ruberoid Modified Bitumen Adhesive" or "Ruberoid Modi- fied Bitumen flashing Cement ". Coating " Fibered Aluminum Roof Coating ", 1 -1/2 gal /sq. 7. Deck: C 15/32 Incline: 1 Base Sheet: One or more plies Type G2, mechanically fastened. Ply Sheet Three or more plies Type Gi, hot mopped, in place. Coatings: "Fibered Aluminum Roof Coating ", 1-1/2 gal /sq. 8. Deck NC Incline: 1/2 Base Sheet Any UL Classified Type G1 or Type G2 base sheet, mechanically fastened. Base Sheet Any UL Classified Type G1 or Type G2 base sheet, max. 2 plies, fully adhered with "Matrix Standard Cold Lap Adlarsive 103 ", 2 gal. /sq• Surfacing. "Matrix 322 White Elastomeric Roof Coating ", 2 gal. /sq. 9. Deck: NC Incline: 1/2 . Insulation (Optional): Perlite, glass fiber, polyisocyanurate, wood fiber, mechanically fastened, any thickness. Ply Sheet: Three or more layers Type Gl " GAFGLAS Ply 6 ", hot mopped. Surfacing: "Fireshield MB ", 1.5 - 2.0 gal. /sq. Class B 1. Deleted 2. Deck: C -15/32 Incline: 2` Insulation (Optional): One or more layers perlite,, wood fiber, glass fiber, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, wood fiber /isocyanurate.composite, phenolic, any thickness. Ply Sheet Three or more layers Type GI " GAFGLAS Ply 4" or " GAFGLAS Ply 6 ", hot mopped_ Surfacing: Grundy Industries "al MB Aluminum Roof Coating", 1-1/2 gal/sq. 3. Deck: NC Incline: 2 Insulation (Optional): One or more layers perlite, wood fiber, glass fiber,' isocyanurate, urethanes perlite/isocyanurate-composite, perlite/ urethane composite, wood fiber / Isocyanurate composite, phenolic, any thickness. Ply Sheet: Three or more layers Type G1 "GAFGLAS PIy 4" or "GAFGLAS Ply 6.". Surfacing: "Weather Coat Emulsion AF" at 1 -1/2 gal /sq. Class C 1. Deck: C -15/32 Incline: Uqimited Insulation (Optional): One or more layers perli e, wood fiber or glass fiber, 2 in. max. Ply . Sheet Three or more layers Type GI. " GAFGLAS Ply 4" or "GAFGLAS Ply 6' Surfacing. Grundy Industries "al MB Aluminum Roof Coating" at 1 -1/2 gal /sq or "Weather Coat Emulsion" at 3 gal /sq. 2. Dedc C -15/32 Incline: 2, Insulation (Optional): One or more layers perlite, wood fiber, glass fiber, isocyanurate, urethane, perlite / isocyanurate- composite, perlite/ urethane composite, wood fiber / isocyanurate composite, phenolic, any thickness. Ply Sheet Three or more layers Type . GI "GAFGLA``T "GAFGLAS Ply 6 ". • Surfacing. Grundy Industries "al MB Aluminum Roc 1 -1/2 gal /sq. LOOK FOR THE UL MARKkON PRODUCT