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RF-10-1344- 1)26110-IM BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building q Owner's Name (Fee Simple Titleholder) / +' STOCKS OC Phone #3o '7S q t' 57 [ 4 Owner's Address to tog ST cit S 1-4©12 S State Ft— Zip 33 W8 Tenant/Lessee Name Phone # Job Address (where the work is being done) N W /0 D ST City Miami Shores Village County Miami -Dade FOLIO / PARCEL # dt' .I36 0 Is Building Historically Designated YES NO v Contractor's Company Name ANC-44 ROO F 110G Co Phone # 30S, ' 6 ( '7 7©7 Contractor's Address j ®83 E g3 T City r`i /4-tsifM State FL- Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 n Zip S .( Qualifier Name yttOIJI RJ Lmay L _ Phone # 3O 5 , 12" I I. 7707 State Certificate or Registration No. C.e - 1 132. (�7 7/Oertificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ I C L(Y'L YF.S IA) e'riRIga Yi.lApt8 ti'e14 0 fE st tut10106 eIp- ❑Alteration ❑New 1.i JUL 2010 II ....iC Permit No. j r — I 3 (-19 Master Permit No. Zip 33tU 8 Square / Linear Footage Of Work: ) 0 () v Repair/Replace ❑ Demolition * * * * * * ** :*** ***** *****. x ***** ** ** *** ****F * *** * **** ******: *** **a::xa: **:x***** Submittal Fee $ Permit Fee $ 0 Od CCF $ CO /CC Training/Education Fee $ Technology Fee $ Notary $ Scanning $ Radon Bond $ �j Structural Review. $ Total Fee Now Due $ 2 aa ` • V $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ 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. (Revised 07 /10/07) Signature \ Owner or Agent Contractor The for oin; instrument was ac owledged ' -fore m day o �� , ' : , 2( , by �� . ay of who is p rsonall known to me or who has produced who is personally known to me or who has produced Print: My Commission Expires: APPLICATION APPROVED BY: 4 identification and who did take an oath. as identification and who did take an oath. F Olt�h _ 1B A o, eil "i10 C'� ' �7 1792 Sign: ,3 4Ct�r ,' . •'•' uc. Print: BONDED RA All7. t1C13OND1.,10Ca s My Co *+ k*+ x**** ** ******+ k*** k**# *+ k***** ** * k*+ k***** **** The foregoing instrument was acknowledged before me this 2 O , 20 L, by 1 Not", k-c, , NOTARY PUBLIC: Engineer Zoning KS of Roddt 12, 201: Can • fD 833991 un Broolod lough National Notary Ass Plans Examiner Inspection Number: INSP- 149272 Permit Number: RF -7 -10 -1344 Scheduled Inspection Date: September 16, 2010 Inspector: Bruhn, Norman Owner: STOCKS, THOMAS Job Address: 26 NW 108 Street Miami Shores, FL 33168 -4311 Project: <NONE> Contractor: ANCHOR ROOFING COMPANY Building Department Comments September 15, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RE- ROOFING OF TILE AND FLAT ROOF COLOR THRU TILE: YES Passe Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1121360110110 Page 6 of 23 Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: • e= I Respecttugy Submitted By: V1 .`f , Vinayagar 4.Bulti1risnuau.V,` State of Florida Pc # 63107 F 16 41 tii FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB MISIGliT•INNOVA11*INTEGRA11014 SITE SPECIFIC INFORMATION N9 1983 -qii , 577,4M Owner's Name • /I-- S i L9/3 * i- i--(- ' Permit lig.E Date. 9.- * -- 4.).-12---7,44 z),,,,,42..gii-z2L z-M6P15e-rpprox. Height _L_z_-- Floor: ' Scaffolds: Ladder: -- ----r Slope: 3 '/ 2 - Test date- , /? SW) Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimpo listrument Test Location 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Uplift Pull Test (P or F) Test Location 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Uplift Pull Test (P or F) Test Lecatiott 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 Uplift Pull Test (P or F) Test Leestleu 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 Uplift Putt Test (P or I) Test Location 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 Uplift Pull Test (P or I) IN ACCORDANCE WIT:1111T CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSENIBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378-1991 - Fax: (305) 378-1997 Miami-Dade Lab Certification #07-0612.11 - State of Florida CA # 27273 TEST RESULTS P = PASS, F = FAIL Job Address: t �a) 0 C� � F . & Contractor: r- "6.0.:-/-4)4 Other: Sketch of Roof AJ 1111■■ ■■■■■■■■■■■■ ■■1111■■■■■■ ■■■■■ ■■■ ■11■ ■1111 ■ i■■■■■■■ ■■ ■11■ ■ ■■ ■■■ ■ ■ ■ ■ ■ ■■i■ ■ ■i ■ ■ ■i ■■■■ ■i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i ■ ■ ■ ■■ ■iii■■■■■■■■■■■ ■■■■■■■■■ ■■i11■■ ■ ■ ■ ■i ■ ■■■■ ■ ■ ■■■ ■ ■> ■i ■ ■i ■■ 1111 ■11■ ■■ ■ ■■11■ ■■■ ■ ■■■■11■ ■ ■■■ ■iii ■■ ■iii■■ ■■ ■■■■■■ ■■■11 ■iii■■ ■iii■■ ■1111■■ ■■ ■1111 ■■ ■1111■ ■■ ■11■■■■■■■■■■■■■1111 ■11■ ■■■■1111.11■■ ■1111■ ■1111111111 1111 ■1111 ■ ■ ■ ■ ■ ■ ■i ■ ■ ■■ ■1111 ■ ■ ■ ■■ ■1111■■■■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■1111■ ■1111 ■ ■ ■ ■ii11 ■ ■ ■ ■ ■ ■ ■ ■ ■11ii■ ■ ■ ■ ■ ■ ■ ■■ ■■■ ■11■■ ■■ ■■■■ ■ ■ ■i ■111111■■■■ ■■ ■ ■ ■■■ ■ ■ ■ ■11ii11 ■ ■ ■ ■■ ■1111 ■■ ■1111 ■ ■ ■ ■ ■i ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■i■ ■■■■ ■1111■ ■■■ ■■ ■1111 ■■ ■1111■i ■ ■■ ■111111 ■11■ ■1111■11■■ ■ ■ ■■■ ■ ■ ■i■ ■■ ■■■■ ■■■■■■■ ■■1111■ ■■■■■■■11■ ■■■ ■1111■■ ■1111■ 1111■■■ ■111111■1111■ ■ ■ ■11■11i ■ ■■■ii ■1111 ■■ ■ ■ ■■■ ■ ■ ■ ■■ ■1,11■ ■ ■11■ ■ ■i ■1111■ ■■1111 ■ ■■ ■■ ■ ■■ ■ ■■ 1111 ■ ■11■ 111111■111!1■ ■111111 1111■ ■Miiiiiii11ii ■i ■ ■■ ■i ■11 ■ ■ ■ ■ ■ ■ ■1i11111ii� ■ ■11 ■ii ■L� >■ ■111!11 ■�� 1111■■■■■ ■ ■ ■ ■ ■ ■ ■i 1111 ■1�1 ■11111`ci ■11`i[�11 ■ ■i11i11i ■ ■■ �� ■1111 ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1111111111'�i11i ■ ■i ■ ■1111��■ ■117` ■1111 ■ ■ ■ ■ ■■ 1111 ■■■1111■ ■11■1111111 ■11PI■ERMIWT11■■i 4 PAI 1111■ ■11■ ■■ ■1111■■11■ ■ ■■■11■ ■11111111' ii MIIIII ,'% ■wI■r111111■■ ■ ■■ mmumummunummonnewurrifiraziamimmm ■ ■■■■i■■■ ■iim[Q11■/ i■111111`i11l1111i■111aJ ■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■Ii ■111 ■•iii■[-11 ■ ■i1111i1 ■11■■■ ■1111■ ■ ■■■ ■ ■■■ ■ ■ ■11 ■11i11[I�ii11 ■ ■i11'i[ `- /11,'1111!x■ 1111■■■■ ■11■ 1111 ■■ 1111■ 1111 ■II ■ ■■ 1111 ■ii ■111111i1111�i`11r��/ ■t ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■■ 1111 ■ ■1.1 ■II ■i�1Gr.i�ii ■ii ■��i11/ ►11111!■■■ ■1111■ 1111 ■ ■ ■■ 1111■■■ i! 1 ■II[1it�211iiiii ■iL�i1111 ■ ■ ■ ■ ■ ■■ 1111 ■11111111■■■■ 11 ■II■'2'ii ■CJ■■11r11!!4, ■riii■■■11■ ■■ ■■■■■■■■■inhissiiii i ii ■■■■i►a i z i ■ ■ ■ ■■ 1111 1111■ ■1111■ ■1111 ■11 ■ ■ ■ ■ ■i ■ ■ ■ ■ ■ ■11ri ■1111 ■11111111■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■C - --- i��.�_ J— - . -- lei - -� ■1111 ■■ ■ ■ ■ ■ ■» ■ ■11i ■1111■■ ■ ■ ■ ■iii11i ■ ■ ■■ ■11111111■■■■■■ ■i■ ■ ■ ■ ■i■i ■i ■iii■ ■■■i■■■ ■ ■ ■ ■i ■i ■ ■■ ■■■■■■ ■■■■■i■ ■■ ■■■ ■■ ■■ ■iii ■ ■■■11■ ■ ■ ■i■■i ■1111■■■■ ■ ■i■■11 ■ ■ ■■■■ ■■1111■ ■■■■i■ ■■■ ■111111 ■ii ■ii ■11■■ ■■■■ 11■■■■ ■ ■ ■ ■ ■ ■ ■ ■i ■■■■ ■■i■■i■■■ ■11■ ■ ■ ■ ■ ■■ Notes • State of Florida County of Dade: RE: Permit # 1R I •) • d 0 • /3 INSPECTION AFFIDAVIT 1 1E ' \" -c-`/ , licensed as a (n) Contractor / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: C C Y YZ 6110 On or about , I did personally inspect the roof deck nailing and (Date & time) secondary water barrier work at - I4 i J I 0 $ S� . (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 swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this A Notary Public, Sate of Florida at Large Revised on 5/21/2009 day of Iv4.u97 M iami Shores Viiiage Building Department DATE: S-V1- 10 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)• 756.8972 i v, SHIRLEY SPARKS ° Notary Pak - State of flOrldta 0111111.1. E1014111 IOW 12.2019 •.,'� � Common # ID 83981 Bonded 1Arttlrgfr (National Notary Assn `General, 8ufd ng, Residential, or Roofing Contractors or any individual certified under468 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 1111111 11111 11111111/1 11111111111111111111111 NOTICE OF COMMENCEMENT A RECOR COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 21011.0R0483981 PERMIT NO1 TAX FOLIO NO// tt �' i' ® l 0 OR E.# 27358 Pa 1098; (Iris ) RECORDED 07/20/2010 12:53 :15 HARVEY RUVIN, CLERK OF COURT STATE OF FLORIDA: IIIAI'II -DARE COUNTY, FLORIDA COUNTY OF MIAMI -DADE . LAST PAGE THE UN DET prop y, am is provided i 1. Legal d cription of property and street/address: b Un1 N i N C.,tj Hi Atit S O F No, P B �: 33 �T 3 ELK Xi � Alt, U ) mm $ KAKI S ..®lZ-E.S FL- 2. Descript on of imp ant:, 1 si# — A it '�lL� + 'T RGQE5 F 3. Owners) name and SI GNED hereby gives notice that improvements will be made to certain real in accordance with Chapter 713, Florida Statutes, the following information this Notice of Commencement Interest in property: Z. lbC— .1._- Name and address of fee simple titleholder: is name and address: 4/4C.4461?- r ko©rini; CO 0;3 E- 023 5 5. Surety: (rayment bond required in owner from contractor if Name and ddress: N STATE OF OtRITIFY that Os Is a 0 . Amount of l000nd $ 4. Contra 6. Lender's) name and address: 7. Persons in the state of Florida designated by Owner upon om notic provided b ' Section 713.1:3(1)(a)7., Flo da Statutes, • Name and address: f"f 8. In additi in Section Name and Notary Pu Print No My comma n to himself, Owners designates the following person(s) to receive a of the' tenor's Notice as provided 13.13(1)(b), Florida•Statutes. ddress: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different d9te is specified) Signature i f Owner Print Owners Nan*, "7;Z J7bc c- Swom to d su cribed be i re me this C� �J da of (' . , 1 -r P •ri'i4i!: 3 123.01 -82 PAGE d 10/04 Ion expires To • N or igin it rikr! b t Of? HARVEY o o zr documents may be served as 411 :41 C011151 an #HD717V23 y : Exprs:. +-. , 2011 • RBNDED TARO ATLANTIC BONDINGCO,INC. Prepared by e PE!4�t 1- * y 0 3 oS 4a11 '77o1 Address: ; X 6 - . 2 3 51- ROOF ASSEMBLIES AND ROOFTOP STRUC •• Master Permit No. Process No. Contractor's Name 11'slk.1.40 (. c CO. Ai U. Job Address (0 / OR 1 !' I U(.At4( S U o?—E S I 6 ❑ New Roof Low Slope Roof Area (SF) 7o parapets. f I.�l4 —T .: 3 X Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes Shingles • • • v._r•= •I • • • • FLORA $Ill Cti o I E �- .. LDiira . • • • • • • • • • • • • • • • • •• ••• • • • • ••• ••• ••• • • • ••• • • e ,; j_ RE aL 2 3 010 ZONING DEPT Florida Building Code Edition High - Velocity Hurricane Zone Uniform Permit App ea on orm. SUBJECT 10 CCMPI _L.HCE WITH ALL FEDERAL ❑ Prescriptive BUR - RAS 150 ROOF TYPE Reroofing ❑ Recovering _)\/ FD u.mi Shores VillE as TE AND A:vJD RECULATiO!LJ ❑ Repair ❑ Maintenance., ROOF SYSTEM GrA V i PO C ^ r INFORMATION 1 � Steep Sloped Roof Area (SF) Total (SF) lb 0 t ? `!2 Sc+rtinn R (Ron', Pla) 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 elected pressure zones and location of C S 3X3 L • or • • i � igari U.. C ■�!i■■ o • UI �3t iiii�: . ,.... • inks-a---„„,;,,=ramminkm • • 211111 MIME 011■12111i11 3 Roof System Manufacturer: E t. r G RA Notice of Acceptance Num ber: d 6 - 0310,05 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations �, P3 T ? I � 1: �. I p2:...714,120 « Maximum Design Pressure (From the Product Approval Specific System): ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FLORIIM fUO.DIN4 CbDD =1dbH DING: • • • ••. • • • • • • • • . .• • • • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. ,Spr tinn r1 (Steer Slnperi Rnnf System) Roof Slope: 12 Deck Type: Mean Roof Height fa S. • •• • • • • • • • • • • • •• ••• •• • • • •• • • • • •• • •. • • • `• • • • • • • .. • • .•• • • • ' • • • • • • • • • S. • • • • • • • ••• • Stepp Sinpari Rnnf System iipsnriptinn ! 1 xtO 1 W0 ©D - RAO. Type Underlayment: Insulation: Fire Barrier: �- SAM 3o4 N IA Fastener Type & Spacing: R's iji +,J;17m , b is L Adhesive Type: Type Cap Sheet £.STPr rr- TAIL Type &Size Drip ,J° AW �N l Edge: \ 3 '1 X3 Roof Covering: A-5711 AsPUa� Tjc�L 90-4t- Where to Obtain information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H job She • Roof Slane 0 I obSite Aerodynamic MultinIler d Product Avoroval Restoring Moment tine to Gravity ' MS Product Approval • Attachment Resistance Mf ` Product Approval Required Moment Resistance M Calculated • • ?Animist r ttachltulitt .. • • • iesgitaoee r Product Approval • • • • ••• • • • tegQltUtift tesiatae a Fr Calculated Average Tiles Weight W A Product Approval • • • • • • r • • •TileDimeesio9s • • • L a length • Wewidth . Product Approval • •• • � • Adlglculati tns mustbm itt •bmed to the building official at the time of permit application. .. •• • •• • • • • • • • • • •• • •• • • ••• • • • • • • • • • • • •• • • Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. :ST r ffpn F (Tf fp C .Viii lfaffims) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from M lithe Mfvalues 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 Tile Calgtlntitins Pet RAS 127° FCQ)ZD)t BU1CD1:10:Ct W4BUIt cINQ • • • • •• • • • • • • • • • • • • • • •• • • • • • •• ••• • • •. • • • a•? MV1 a M CV Product Approval Mr/ �' 7 (PZ: 1, �a Z M�2 xa M *a b AL Product Approval M f 7. 5 P1. =i "8M S: a Mr Lt. Product Approval harae 5 Method 2 "Simplified Tile Calculations Per Table Below" Required Moment of Resistance (Mr) Front Table Below Product Approval Mr (P x L a X w: aJ . W: x B a F _ Product Approval r , cos B —.F Product Approval 'r (Pv: x L a x w: a ) - W: x cos B a F Product Approval r ROOF ASSEMBLIES AND ROOFTOP STRUCTURES M required Moment Resistance" Mean Roof Height - Roof Slope 4 15 9.12 34 4 312 32.2 412 Ill 4 512 - 29A - B_12 26.4 712 24.4 20' 36.6 34_4 32.2 30.1 28.0 25' 382 38.0 33.8 31:8 29.4 27.1 30' I 40' 39_7 I 422 324 I 39.8 328 349 30.5 1 324 28.2 li30.0 •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 ale systems use Method 3. Compared the values far with the values for Fr. If the F values are greater Manor equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. Method 3 Moment Based Tile Calculations Per RAS 127" •• Florida Building Code Edition 2007 High Velocity Hurricane Zone Uniform Permit Application Form Flinn Specific Roof Assembly Components and identify Manufacturer (If a component is not used, identify as "NA ") System Manufacturer: G Pt F NOANo.: 07— 1203 •0 I Design Wind Pressures, From RAS 128. or Calculations: Pmax149.2. Pmax2: Pmax3: (»k3 Max. Design Pressure, From the Specific NOA System: 1 52-. S Deck " Type : 3 X ? L'/t000b Gauge/Thickness: j Slope: ( /4 O? ( - Anchor/Base Sheet & No. of Ply(s):1 % G'tSs 1.11L. Anchor/Base Sheet Fastener/Bonding Material: 1 I/q RCS tJ4) .4- I 5 ¶8 - no CA-PS Insulation Base Layer: NIA Base Insulation Size and Thickness: N`A- • Base Insulation Fast nerBonding Material: Top Insulation Layer: • 141A Top Insulation Size and Thickness:. NIA - Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s): " . FI`A Base Sheet Fastener/Bonding Material: • - NPF Ply Sheet(s) & No. of Ply(s): 7.42.01 b ?O .i-P Ply Sheet Fastener/Bonding Material: :•4y144.1F. T Top.r :.lik' -'PrQt j:1 FR t - ?L .. Top Ply Fastener/Bonding Material: ••• • • • • • • • • • • • S. • •• •.• Section C (Low Sloped Roof System) • • • •• • • • • .• • • ••• • • • • • • • • • • • '. •• •• • ••• • • Fastener Spacing for Anchor/Base Sheet Attachment p Field: " oc @ Lap, # Rows L ®1 oc Perimeterr: 4 .0c © Lap, # Rows l ®(2." oc Corner: " ® Lap, #Rows 6 "oc Number of Fasteners Qgr Insulation Board Field PerimeN fr 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 Manufacturers.Details/hat Conigy ytth RAS 111 and Chapter 16. I >J a • cp 2 -s sa ,,„ daa 51 1 n N M Q, 1" sA {Al �TdCK A FT 78 PL'&oob NA Parapet Height /0 Mean Roof Height MIAMI DE COUNTY BUILDING CODE COMPLIANCE OFFICE (ECCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Sales, Inc. 819 N. Federal Highway, Suite 300 Stuart, FL. 34994 Sc0rR: 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 All (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 AH7 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 Hunt ane Zone. DESCRIPTION: Estate "5" The 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. Mrs 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 dine 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 # 01- 0703.04 and consists of pages 1 through 7. ThOdtdditedd4ctufiantkian ala's reviewed by Alex Tigers. • • • •' •• . • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ... • ••• • •.• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • .. •• 0 • • • 000 • • MIAMI DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 xmlnelbsidsmilardam NOA No. 06. 0310.05 Expiration Date: 0111231/1 Approval Date 07/27/06 Page 1 of 7 • .. .. .. • ROOFING ASSEMBLY APPROVAL Sub Category: Material: 1. SCOPE This renews a roofing system using Entegra Estate "S" Concrete Roof Tile, as manufactured Entegra Roof The Corporation in as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code, 2004 Edition for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Meat inizades_ Maaa� bv_ Entegra Estate 'S' Roof The Trim Pieces Rainproof II Ice and Water Shield Wood Battens . .. . .. • • • • • .. .. • .. • Roofing Roofing Tiles Concrete 1= 16 -1/2" w =13" min. 1/2" thick 1= varies w = varies varying thickness Test TAS 112 TAS 112 2.1 Components or products manufactured by others • • • • ... • • • • • • • • • • • • • • • • • • • • • • • . • • • 30" x 75' roll 36" x 75' roll or 60"x75'roll 36" x 75' roll YiNlitad Min. 1"x 4" Km. 1 "x 4" for use with vertical battens or Min. 1 "x 2" for use alone . . • • • .. . .. • • • . • • • • ... . • • • • • • • • • • • . • . . . • ... • • • • • • • • • • • • • • • .. ... • • Test Sores TAS 104 TAS 103 Wood Preservers Institute LP -2 Product Low profile, interlocking, extruded concrete roof tile equipped with two nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications Accessary trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Product piggiWg2 Single ply, nail -on underlayment with 2" self - adhering top edge- Self-adhering underlayment Salt pressure treated or decay resistant lumber battens MOB/MINEE Protect -O -Wrap, Inc. (with current NOA) W.R. Grace Co. (with current NOA Generic (with current NOA) NOA No. 064310.05 Expfredion Date 000/23/11 Approval Date 07/27106 Page 2 of 7 IbdUSI Tile Nails Tile Screws Roof Tile Mortar (`TileTite' Roof Tile Mortar ("Quilaetee Roof Tile Mortar #1140") Roof Tile Mortar ("BONSAI.® Roof Tile Mortar ") Roof Tile Adhesive ("Polypro® AH160") Roof Tile Adhesive TileBond Hurricane Clip & Fasteners .• ... • • • • • • Mamba Min.10dx 3" #8x 2 ;V long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. Factory premixed canisters aips Min Pt" width Mm. 0.060" thick Clip Fasteners Min. 8d x 1;4" N/A N/A N/A N/A • ... • • • • • . • • • • • • • • ... • • • • • • • • ..• • ... • ..• • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • . • • • . . . • • • . .. 0 • • • 0 • • Test TAS 114 Appendix E TAS 114 Appendix Corrosion resistant, Generic E coated, square (with current NOA) drive, galvanized, coarse thread wood screws TAS 123 TAS 123 • TAS 123 See PCA See PCA TAS 114 Appendix E Product MBIBlifigne Corrosion resistant Generic screw or smooth (with current NOA) shank nails Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications. Two component polyurethane adhesive designed for adhesive set roof tile applications. Single component polyurethane foam roof tile adhesive Corrosion resistant clips with corrosion resistant nails. Bermuda Roof Company, Inc. with current PCA QuikreW Construction Products with Current PCA W. R. Bonsai Co. with current PCA Polyfoam Products, Inc. Flexible Products (with current NOA) Generic NOA No. 0641310.05 Expiration Date 08/23/11 Approval Data 07t27A6 Page3of7 • • • • • • • • 3. LIMITATIONS 3.1 Fue classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. Table 1: Average Weight (W) and Dimensions (1 x w ) The Profile Entegra Estate'S' Roof Tile Welght W (Ibf) 10.0 et) 1.375 width -w (ft) 1.08 Tile Profile Entegra Estate Roof Tile Table 3: Restoring Moments due to Gravit+t M (ft -lbf) 4 °:12" S °:12° Battens Direct Deck 5.91 6.74 Battens Direct Dec 5 ° :12° Battens Direct Dec 5.82 6.64 5.70 6.50 6 °:12° Battens Direct Deck 5.56 6.33 T:12° or greater Battens Direct Deck 5.40 N/A •• ••• • • • • • • • • • •• ••• •• 4.2 Data For Attachment Calculations • • • •• • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • •. • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • 555 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No. 060310.05 Expiration Date 08123/11 Approval Date 07/27/06 Page 4 of 7 Table 2: Aerodynamic Multipliers -1 (ft nle Profile Batten a Appl ication Direct Deck � lication Entegra Estate's Roof Tile 0.267 0.289 • • • • • • • • 3. LIMITATIONS 3.1 Fue classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4. INSTALLATION 4.1.1 Entegra Estate "S" Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 118, RAS 119, and RAS 120. Table 1: Average Weight (W) and Dimensions (1 x w ) The Profile Entegra Estate'S' Roof Tile Welght W (Ibf) 10.0 et) 1.375 width -w (ft) 1.08 Tile Profile Entegra Estate Roof Tile Table 3: Restoring Moments due to Gravit+t M (ft -lbf) 4 °:12" S °:12° Battens Direct Deck 5.91 6.74 Battens Direct Dec 5 ° :12° Battens Direct Dec 5.82 6.64 5.70 6.50 6 °:12° Battens Direct Deck 5.56 6.33 T:12° or greater Battens Direct Deck 5.40 N/A •• ••• • • • • • • • • • •• ••• •• 4.2 Data For Attachment Calculations • • • •• • • • • • •• ••• • • • • • • • • • • • • • • • • • • • • •. • • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • • • • 555 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No. 060310.05 Expiration Date 08123/11 Approval Date 07/27/06 Page 4 of 7 Fastener Type Direct Deck (mm 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw . Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 18.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail Gave Cilp) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Save Clip) 31.9 31.9 322 2 -10d Ring Shank N Il ' I 43.0 67-5 cn a Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Mortar or Adhesive Set Systems ... Tile • • . •. Tile Application Minimum Attachment • •�� • . � Resistance Rooflie •• to ' ' • 'I' ' • • •• Mortar Set 20.60 Table SA: Attachment Resistance Expressed as a Moment - Mr (ft -ibf) for Single Patty Adhesive Set Systems The Application The Profile Entegra Estate 'S' Roof Tile Polyfoam PolyPro Polyfoam P0IyPrOTM 4 Large paddy placement 0154 grams of PolyProTM. Minimum Attachment Resistance 86.61° 45.5 5 Medium paddy placement of 24 grams of PolyProTM. Table 5: Attachment Resistance Expressed as a Moment Mr (ft -Ibf) for Two Patty Adhesive Set Systems Profile Tile Application Minimum Attachment Resistance Entegra Estate 'S' Roof Tile Adhesive 26.1 2 See manufactures component approval for Installation requirements. 3 Flexible Products Company TlleBond Average weight per patty 11.4 grams. Polyfoam Product, Inc. Average weightppr patty 8 grams. The Profile Entegm Estate 'S' Roof Tile ••• • • • • Table 4: Attachment Resistance Expressed as a Moment - llltirr (ft-list) Installation with a 4' tie hadlap and fasteners are located a min. of 2W from head of tile. • .•• • • • • • • • • • • • • • • • • ••• • ••• • • • • ••• • • • • • •. • • • • • • • •• • • • • • • • • • • • • • • • •• •• • • NOA Ne. 06-0310.05 Expiration Date: 08123/11 Approval Date: 07/27/06 Page5of7 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 ". e � ESTATE "S" TILE LABEL (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. NOA No. 064810.05 Expiration Date: 08f23/11 Approval Date: 07/27/06 Page 6 of • • • • • • • • • • •• ••• • • • • • •• • • • • • • • •• ••• •• • • • • • ••• • • • • • • • •• • ••• • ••• • • • ••• • • • • • • • e • • • • • • • •• • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • • • • • • •• • • ••• • • •• PROFILE DRAWING ENTEGRA ESTATE "S" CONCRETE ROOF TUX END OF THIS ACCEPTANCE NOA Na 06-0310.05 Expiration Date: 08/23/11 Approval Date: 07127106 Page 7 of MIAMIOAl1F BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity'Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its dist/ibuteis'and shall be•awailabie for inspection at the job site at the request of the Building Official. • • . • ......... • This NOMevisJs 1 034)501.02 and consists of pages I through 30. The submitted documentation was reviewed by Jorge L. Acebo. • ... .. • .. • • CLT��L! f! .3 x• • 7 APPROVED ... • • • • • • • • • .. • ... • • . .. .. • ... • • ... • • • • • • • ... • • • ... • • • • • .. • • • • • • • • • • • • . . • • • .. • . 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.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 1 of 30 ROOFING SYSTEM APPROVAL Roofing SBS /APP, Modified Bitumen Wood -75 psf See General Limitation #1 Category: Sub - Category: Deck Tvpe: Maximum Design Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak Buster"' MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield Granules Leak Buster"( Matrix"' 305 Fibered Asphalt Emulsion Leak Buster" Matrix" 303 Premium Fibered Aluminum Roof Coating LeakBusterr Matrix"' 322 Elastomeric Roof Coating LeakBusterTM MatrixT( 306 LeakBusterTM Matrix" 204 Wet/Dry Roof Cement GAFGLAS #75 Base Sheet GAFGLAS # ULTIMAT( Base Sheet GAFGLAS Flex Ply" 6 GAFGLAS Ply 4 • • • • • • • • • • GAFGLAS l:: • • Surfaoed ' • • •• • • • • • • • . • • • • • • • • • • • • • ••• • • • • • • • • • •. • • ••• • • • • • ... • • .. • • • • • • • • • • • • • • • ••• • • • • • • • • • .. •. Dimensions 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 3937" (1 meter) Wide 3937" (1 meter) Wide 3937" (1 meter) • • Wide 39.37" (1 meter) ' Wide Test Specification ASTM D 41 ASTM D 1863 Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield® Granules shall be used for flashing applications only. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. ASTM D 3019 ASTM D 3409 AST( D -4586 ASTM D -3409 ASTM D 4601 ASTM D4601 AST( D 2178 ASTM D 2178 ASTM D 3909 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built-up roofing. Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type N asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 2 of 30 Test Product Dimensions Specification GAFGLAS EnergyCaptm 39.37" (1 meter) ASTM D 3909 Mineral Surfaced Cap Sheet Wide GAFGLAS STRATAVENT Eliminator's Perforated GAFGLAS Flashing GAFGLAS STRATAVENT Eliminator"I Perforated Nailable RUBEROID SBS Heat Weldt Smooth RUBEROID SBS Heat- WeldTm Granule RUBEROID SBS Heat - Weld"' 170 FR RUBEROID SBS Heat WeldTm PLUS RUBEROID ® SBS Heat We1dTm PLUS FR RUBEROID Modified Base Sheet RUBEROID SBS Heat- WeldTm 25 . • RUBEROID Mop Granule RUBEROID MOP Smooth RUBEROID VIt?l;P1,.t.l,S • • • • . .. • • • • • • .. . • . • • . • I ^ PPROLED; 3937" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (3937") wide 1 meter (3937") wide 1 meter (3937") wide 1 meter (3937") wide 1 meter (3937") wide 3937" (1 meter) Wide 1 meter (3937") wide 3937" (1 meter) Wide :32!37° (1 meter) . Wide • • • ... • • • • • • • • • • ... • 1 sq. roll 87 lbs. ASTM D3672 ASTM D 4897 ASTM D3672 ASTM D 4897 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D -6164 ASTM D4601, Type I>, UL Type 02 BUR ASTM D -6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT EnergyCoteTm. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer- modified asphalt and smooth surfaced. Non-woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 3 of 30 Product RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID TORCH RUBEROID 20 RUBEROID 30 RUBEROID FR RUBEROID ULTRACLAD SBS RUBEROID Dual FR Vent Stacks (metal and plastic) Leak Buster"( Matrix"( 302 Non Fibered Aluminum Roof Coating •• • •• • • • • • •• • ••• •• • • • • • ••• •• • • • ••• • • • • ••• • • • • • • • • • • ••• • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • •• •• Dimensions 39.37" (1 meter) Wide 3937" (1 meter) Wide • 39.37" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 3937" (1 meter) Wide 3937" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 5 gallons GAF built- UpiRge • : • : 1bo lb. cartons, As •• ..• bulk • • • • • • • • • • • • • • ••• • Test Specification ASTM D 6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTM D 5147 ASTM D 6222 AST( D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6298 AST( D 5147 ASTM D 6163 ASTM D 5147 ASTM D 6164 ASTM D 5147 TAS 100(A) ASTM D 1929 ASTM D 635 ASTM D2824, Type I ASTM D312, Types I, II, III and N Product Description Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, smooth surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, asphalt modified bitumen membrane, granule surface Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with fire retardant asphalt modified bitumen membrane, granule surface. SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non-woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Non - fibered. Aluminum pigmented, asphalt roof coating Interply mopping and surfacing asphalt NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 4 of 30 Product RUBEROID�OD Asphalt Asphalt L & Asphalt P TOPCOAT Surface Seal SB (Matrix 602 SB Coating) LEAK BUSTER"' Matrix"' 715 MB Coating Label EnergyCote"' Coating Leak Buster"' Matrix"' 715 MB Coating Label VersaShield VersaShield FB -1S VersaShield FB -2S TOPCOAT FireShield MB Leak Buster"' Matrix"' 103 WeathherCote"' Elastomeric Flashing Grade LeakBusterTM Matrix"' 201 Premium SBS Flashing Leak Buster"' Matrix"' 102 SBS Adhesive Label Leak Buster"' Matrix"' 202 SBS Flashing Cement Label Leak BusterI'm Matrix"' 203 Plastic Roof Cement Label Leak Buster"' MatrixTM 103 Cold Process Adhesive Label. • • ••• • • • • • • • • LeakBusterf4 Matrix? t303 Premium 14& red Aluminum • ••• • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • • ••• • • • • • • • • • • • •• !APPROVED • • ••• • • • • • • • • • • • • ••• 350 sq. ft roll 350 sq. ft roll 350 sq. ft roll 5, 55 gallons •• • ..5 gallons • • • • • • • • • •• •• Dimensions 60 lb. kegs 5 gallons 5 gallons 2, 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons • • • • • • • •• • Test Product Specification Description SEBS modified asphalt AST' D -2196 ASTM D -1475 ASTM E -1644 ASTM C -1549 ASTM E -408 ASTM-D 226 4869 Type I, ASTM-D 226 4869 Type 1, II ASTM-D 226 4869 Type 1, II ASTM D-412 ASTM D -21 -96 ASTM D1475 ASTM E -1644 ASTM D3019 ASTM D3019 ASTM D4586 ASTM D4586 Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Surface coating for smooth surfaced and mineral surfaced roofs. Non - Asphaltic Fiberglass -Based Underlayment Non - Asphaltic Fiberglass -Based Underlayment Non - Asphaltic Fiberglass Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D 2824 Fibered aluminum coating. NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page S of 30 Product Dimensions LeakBusterTM Matrix TM 304 5 gallons Non - Fibered Aluminum Roof APPROVED INSULATIONS: Product Name EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuard"! Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM PolyIso EnergyGuardTM RA, RN EnergyGuardTM Composite, RA EnergyGuardTM High Density Fiberboard EPS Wood Fiber High Density Wood Fiberboard Perlite/Urethane Composite Perlite Insulation DensDeck DensDeck Prime Dens Deck DuraGuardTM Structodek SecurockTM • •• ••• • • • • • •• • • • • • • • • •• ••• •• • • • •• • ••• • • • • • • • • • ••• •• • • • ••• • • • • • • • • • • ••• • ••. • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Test Specification ASTM D2824, Type I Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/wood fiberboard or perlite composite High density wood fiberboard insulation. Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Fiber reinforced roof board Product Description Non - fibered. Aluminum pigmented, asphalt roof coating. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GM Materials Corp. GAF Materials Corp. GM Materials Corp. Generic Generic Generic Generic Generic G -P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex USG Corporation NOA No.: 074203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 6 of 30 APPROVED FASTENERS: Fastener Number 1. IRT ARCON Inc. • ... • • • • • • • • Drill-Teem #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill-Teem ASAP 3. Drill-TecTM CR Base Sheet Fastener and Plate 4. Drill -TecTm Galvalume Plates 5. Drill -TednA Polypropylene Plates 6. Drill -TecTm AccuTrac Plate EVIDENCE SUBMITTED: Test Auencv Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering PRI Asphalt Technologies, Inc. ..... .. • • • .. • • • • • • • .. ... .. • • ... • ... • • • Product Name • • • • ... • . • • • • • • • ... • ... • • • • ... • • • • • • • • • • • • • • • • • • • • • .. .. • • • .. .. ••• • • • ... • • TABLE 3 Product Description Insulation fastener and Base Play fastener for steel, wood & concrete decks. Pre - assembled Drill -TecTm Fasteners and metal and plastic plates. Base sheet fastening assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume coated 3" Square steel plate. Test Identifier 3029832 3010215 3001276 1B9A8.AM 3D4Q2.AM OD1A8.AM TGFU.R19254 4483.04 97 -1 GAF - 020-02 -01 02 -005 02-014 01 -039 Manufacturer Dimensions (With Current NOA) Various GAF Materials Corp. Various GAF Materials Corp. Various GAF Materials Corp. 3" and 3 W GAF Materials Corp. 3" and 3 ' /z" GAF Materials Corp. Description 4470 -TAS 114 4470 - TAS 114 4470 - TAS 114 4470 - TAS 114 4470 - TAS 114 4470 -TAS 114 UL 790 TAS 114 ASTM D 249 ASTM D 4977 TAS 114 TAS 114 TAS 114 OMG Rsit 05.11.07 03.01.01 0128.99 09.04.97 0430.97 04.01.98 1027.06 06.06.97 02.01.02 03.01.02 04.08.02 03.01.02 NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 7 of 30 Membrane Type: SBS /SBS Cold Applied Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywood or wood plank decks System Type E(1): Base sheet mechanically fastened to roof deck. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMA TM Base Sheet, STRATAVENT EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat We1dTM 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any Options: of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c, in the field. (Maximum Design Pressure - 45 psf, See General Limitation #7) GAFGLAS Ply 4, GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 =or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure - 45 psf, See General Limitation #7J GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure 52.5 psf, See General Limitation #7) GAFGLAS #80 ULTIMATM, RUBEROID RUBEROID Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure - 60 psf, See General Limitation # 7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill-TecTM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design PresstJe - 60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and • • • • • • • • • 3r igverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" • • • • • • • • • Alp 3taggered in two rows 9" in the field. .. • ... •.. • • 011axdinum Design Pressure —60 psf, See General Limitation #7) • • • • • • • • • • • • • • • • ..• • .. • NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 26 of 30 Ply Sheet: Membrane: Surfacing: 1 4 1 :611 , 110 : p i s • Pi'essui o: • • • .. . .. . • • • • • • • • • • • • ... • • • . ... • • • • ... • • • • • • • • • • • • • . .. • • • • • • • • . • • • • • .. . . • • • 00 .. 000 • • • 00 • • GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill-TecT' #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. (Maximurn Design Pressure —7S psf, See General Limitation # 7) (Optional) One or more plies GAFGLAS PLY 4, GAFGLAS Flex Ply"' 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROID 20 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. One or moreplies of RUBEROID MOP Smooth, RUBEROID Mop 170 FR, RUBEROID Mop Granule, RUBEROID Mop Plus Granule, RUBEROID RUBEROID or RUBEROID 30 FR or RUBEROID FR or RUBEROID ULTRACLAD SBS in adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. Or, One or moreplies of RUBEROID MOP Smooth, RUBEROID Mop Granule, RUBEROID Mop 170 FR, RUBEROID Mop Plus Granule, RUBEROID RUBEROID 30, RUBEROID 30 FR or RUBEROID Mop FR or RUBEROID ULTRACLAD SBS in RUBEROID Modified Bitumen Adhesive at an application rate of 1 -2 gal./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 lbsJsq. and 300lbs.sq. respectively in a flood coat of approved asphalt at 60 lbsJsq. or applied in a flood coat of Leak BusterTM Matrix"' 103 Cold Process Adhesive applied at a rate of 3 gal./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq. 3. Leak Buster"' MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 gal./sq. 4. Leak Buster"' MatrixTM 715 , Leak Buster"' Matrix"' 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to 1.5 galfsq. 5. Leak Buster"' MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote 4 roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofmg Membrane applied at lto 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. • • .. � E§Eee FPastening above • • . .. • • • • • • • • • 0 00 • NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 27 of 30 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply m 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1 /4" Dens Deck or 1" 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 lbsfsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 Ibs sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psi 5. Fastener spacing for insulation attachment is based on a ATnimum 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 Iunitatlon is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of der 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 Pe zone (i c field, perimeters, and corners). Neither rational analysis, nor at enhanced extrapolation shall be for enhanced fastening pressure zones (Le. perimeter, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All•pmtipcts j[stV.he eIn dill have a quality assurance audit in accordance with the Florida Building Code i Ruld 91B72 of'he loiidp Administrative Code. • ••••••• .. ••• • • • .. 'END OF THIS ACCEPTANCE • •• •• • •• • • ••• • • • • • • • • • • • • • • • •• ••• • NOA No.: 07- 1203.01 Expiration Date: 11/06/13 Approval Date: 03/06/08 Page 30 of 30 • • Roofing •Systemk(IGFU)-Continued 3..,... C-15/32 .17:1 - _ Insulation .(Optional): One .in more layers- perlite, wood fiber, glass i= • qfiber, isocyantuat4 urethane, *Deilite/isoeyottuntta composite, *lite/ urethane composite, wood fiber/isocyanurate composite, phenolic, any , 4.1 : ht o i c S es i - • -• • • it, • • Ply Sheet Three or more layers Type G1 "GAFGLAS Ply 4" or • "GAFGLAS Ply 6", "." • " ." -;, • Surfacing "Weedier Coat •Ignulsioii" FI,p1PAPtigED COATING SYSTEM ' • ' 1:'' * Deck NC ' *.• • ' • • Iridfitg Vilbnuted Surfacing "Iyeathercote4;i• VOC" or '"tkreiciiiiiknie" sq. SINGLE PLY MEMBRANE 11O0Pi1ld SYSTEMS.'(461:0 'WOMEN). Unless otherwise, indicated plienolicinsulafion nitiVieed in eitY" the following systems. ' - Unless otheriviiiiiiIridted any of Ihe:folioriiiiig Membrane Systems may utilize multiple layers of Ruberoid Membrane. , •••• "GAF Premium Aldminum Roof •taating" marhe-liSe1;•" on any- of the folloWingClasiificationsnit exceeding- 1/2 m. ; " • " • "GAF Weater Coat Emulsion" may be used on any: of therfollbwing noncombustible Classifications not exceeding 1/2 • f Ruberoid® Modified ,BlAttnen Adhesive, Monsey Corp. -!'MBA Golit and Karnak "No. J31" adhesives . rnat,be ti4;efolloulug, pKinc9mbui- Ol 46 Tropical *04* 4 1 4 Fil A", classifications. • '• ` '"' ** • GAFGLAS #80 Premium Base Sbeet'litay* used in any of the fdlbwmg systems. ' (Optional) Nom:nand:11e deck-classifications are applicable for use over combustib (15/32'ht min plywood) dedis when 1/2 in. ypsoritthoard •-• or lain. (min)G-P,G areused.directly, over the deck with '••. all joints staggered 6 in. (min) from plywood joints: • A vapor •banIne014PIReliliti9PailY.insIallect undefelksysterosia. i insulation is an a ; altemate an FnionogYen4ate•/zneula = 70AF- 7LAS Perlite•Maile'ikeiVarronton over EVERGUAAPitniffritiOn. GAF- th • GLAS Base Sheet may be utilized as an additional ply any'of the foll6viing eyiteng! • • - •,.:".,,"" The following membranes may be used interchangeably within theirzown •' -.• • - "r;.• ; • A. "Ruberoid Torch Granule", "Roberoid Plus", "Ruberoid • • Torch Granule 1";Rtzberoid Tor& 180. • ••• 'f ! 7 B. "Ruberoid HW Smooth", "Ruberoid 6D Cap rlus", "Ruberoid 30 • Mgi 'a HW . C. "Ruberoid Mop'Granule, "Ruberoid 'Os rilVf " , , ffilubfiedd MOP 176 iiin'Ittiiiioad Moii E. "Ruberoid Mop FR T, Ruberoid 30 Fr; "Ruberoid SBS 1 170 P. "Ruberoid 20",'"SBS HW (Heat Weld) .25"i 0. "Flame Free .180 FR", Alitbertid TorchlRri "Brai Supreme Plus APP ' FR", "GBSP-250FR"; "Brai Supreme-APP Granule FR", • Unless otherwise indicated Modified Bitumen (Granule) membrane may be surfaced with "Fireshield MB" at 2.5,-.0.0 and the Inertrie of the resultant eye*, would be increased to a 3/4 14,Mc.lute. But if the incline a the sYstem' is Oita* than a 314 in.,3r4loe; *Incline of the would be Maintained when surfaced with "Fireshield MV" at 2.5 - 3. '-'0 14s q* c4.UrtiessIitheirksdiiidicalid "RtiberbidErmityCaySaS 31:Fr1a an 'alternate for "Ruberoid 30 FR" or "Ruberoid Mop 170 FR" in any app 194 Class A -'Ballasted 1. Deck NC : • Incline 2 - irtenlation: '9/wort-I/kg latel letteri 1, adrthidauskoosel or mechanically•fastened.• • ' ••••Mettibrane: Alt Ulnte4ieiti l inettetalui wedeln a ballasted system. Surfacing *Per battiti sante, 374 to"1-1•/211 diain 1000 lbs/sq. 2. becic C-15/32 • • --. • Indine:4/91.(NC72)- • :•• Insulation: Fertile, glass:Aber er wood fiber; 3/4 to 14/ain. Membrane. "Rtfitinid :livehGratIfile 1" (nuticli4eIll)itumen.). • 4 Surfacing: drove: at 400.1bs/sq;eloose: Inliontreteblodcs, at 10 'ha/8g anctsp:oedUkt/methan:14) ht. • DeclaNC . 0.. •- •,••,, • ' TnclhMs •P • ,,: • Insulation (Oitional): Perlite, glass fiber or wood fiber, 3/4 to 14/2 in. Base S'heet,(0ptional): Type15 asphalt•organic felt or 'Type GI' Membrane ier Torh:Grintfit Inodiftd bituirien). •,, ' SurfacinglGra:el • :•• • • • • -or, • • 4 beck C-15/32 • : •••• • 2007:11009NGMATERIALS ANLYSYSTEMSDIRECTORY ROOF COVERING:MinERIALS(TEVT) -- • LOCKFOR THEVIAAARKs 'ROOF:COVERING MATERIALS (TE'VT) RoofingSyStents (TCROY 'AnstlationlOptionall: .Pel1ite, glass fiber or wood fiber;any thick nets. ' ;Meinbrane 1."lieberoldlorch Granule T.! (modifiedbitumen).- slip Sheet 0.004 in. polyethylene (not UL ClasSified), • •-• • .• ; Surfacing • 3/4 in. thick concrete wititionelayer ifNo.lagSurimerville Quarry the (or equirialent)stoubadin • . 5. * DeeloNC - • •• Aware: • ...Antitilation(Optituralk , Eelite, glaSs'fiber or-wood fibeZ'arty thidatess Membrane "Ruberoid Torch Granule 1" (modified bitenteni: ••/'• ••! Surfacing . •3/413314/2 lit client riverhottornatimettt1000 Ib/sq or concrete pavers weighing not less than 10 lb/aq ft and spaced not more beck NC ' • . ; • Incline: 3 Insulation: a)Polystyrene; 2 in, max, bllsocyarturate4nythickneag, laid •14eMbrtuie "liverGUaid•S.RPrivuard,Fii, 40409;Iii CI:PA), laid .. Surfacing .River bottom stone (3/4 - 1-1/2 in. diam) at1000.1b/sq or `' roof pavets.:. .!•••••'• "•-•, •• • .• -1/4.171 7 :peck c-15/32 , • Incliner 1/2 • SIlp Sheet One or , -Knore.layera: Atlas RoOfing"FR50Merifinically . • f as t ene d. : • . ; . i; ••• Membrane :'TverGiiiiitlI1'0 Plus", 45 mil. •• F stor* ift rillOGYIba/sq or '•'-'r:•OrteretertiefpilVert. - ' '"' • • :* • 8: Peek C45/324''.".• ' 'Arline ' • ' Base Sheet Two or morelayers Type G2i "GAFGLAS BaSe #75", mechanically'fastened • • •• •• )•• stone (f4 to or concreteroof paTers,- • ., • - eht: 42.‘ 1.. Der.lc NC • " * L, • • • .• Insulation (Optional): One or iiiore layers perlite, weoc1 fiIjier glass Tibet isocyanurate, urethane, perlite/isocyarint, coniiniSite,'Perlite/ •""' urethane ttimpbeite, wood fiberlisci^yarturoff EbniFoiitey phenolic, any GTOr Membrane: One or More layers "Ruberoid Tordt" (Smooth ir Grianule), • "RtiberOld Torelfbianule'Plue", "Ruberoid:MOr (Smooth or Granule) • or "Ruberoid Mop Plus Granule" (granule). Surfechg GraVel,417.01bs/a4; loose raid or Oripliedin. a &Of:Coif of hot 2. rig • . . • . • • , 'Dielc NC 1p . • . . Sheet . (00tional):- . )One Or more layers Type Gic•G ni10• ,!•• Membrane One or motelayde'Rtibemid:Torait-ffgritcioth:i*Colnule), ' 4 Lit " Torch : &abide Pine, 'Ruberoid VI: tot -v-OrlItiberold 4 ' Coatinig Karnak No. 97, 1-1/2 - 3 gal/sq. !•••be : .. :.,. ; • • Insulation leptiOnally loDne* ot nte laYeireperlite; ileedstibe glass fiber, any thickness. : •••••.• • 2 ' Base Sheellthiflinialk"Lbrie*Or innfe Vel - of d3. • - "Membrane:. "9ne or more layers "Rtiberoid Torch" (Smoother Granule), "Ruberoid Torch Granule Plus", "Ruberoid Mop Granule" it 'Ruberoid Mop Plus Granule". ' . ? " Coating Karnak No. 97, 1-1/2 - gal/if* * 4.• ' 'Deck C45/32; •.•,*•" • •. - Initiation: One or more layers perlite,- gin.% fibetASticyrinurati, ore- , thaneiperlite/isocyanuratecoraposite, perlite/euethenemriipbsite, phe- nolic, 1-1/2 in. Min thickness (offset from plywood joints 5-in:). Base Sheet' °nem Minelayers Type G2 or G3. •••• Ply•SheetlOptionalk Orie or tame layers:Type . • " = • "Roberpidtffirch-Gramile Flues; "Rubeirsid Mope .(SmootirorGranule) or "Ruberoid Mop Plus Granule". • ,.Surfacing . 97; 14 n.. :6 ' • .z 5. Peek NC e 1/2. • •••'',•'-* Base Sheet (Optional):' One or Moreloyers Type01,132 Membrane Orieermorelayers "Ruberoid Torch" (Smooth or Granule), "Ruberoiii Torch Grantle.Plus'f.: - - • * , • Surfaeing/Optionalt. Karnak •••"No.- 97" -or -".1.69" at "1-3( or Grundy Ind. "20 F Emulion" at 3 *gol/sq. • Incline 1/2 - *.-• • ' 6. Dedc C-15/32 ••- 'N••••••+ Ins nut Bas ' ■•• • Me "Rt Stu 7. • bed !;Inis3 fibe Bas Ply Me • :`, ! or ! Sur 8. Dec ••-.1f• nur. pos , Me: 7,7f. Ail!. 9. Deck uret :knit in • Mei SUrI gal/ 10. Delet 12, • 13.qDeleb 14. Delet 15. ?Peck 4Isu • = Back or xr Mk". plea 16, .Deele Insu Bae Pei4 dent plaa Sind. Men 17. Deck Inge iureti Base or m Men 18. Dedc Insu •reti Base het i ROOF COVERING MATERIALS (TEVT) Roofing Systems (TGFU) — Continued Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate, urethane, perlite / isocyanurate composite, perlite /urethane com- posite,1 -1/2 in. min. Base Sheet (Optional): One or more layers Type Gl, G2 or -:G3. Membrane One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Phis", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: Gravel 7. '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. 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" (Smooth or Granule), "Ruberoid Torch Granule Plus ", ' Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Surfacing: Karnak No. 97,1 -1/2 - 3 gal /sq or graveL Deck: NC Incline: 1 /2 Insulation One or more layers perlite, • eras fiber, 3/4 in min, isocya- nurate, urethane, perlite /isocyanurate composite, perlite /urethane com- posite,1 -1/2 in min. Base Sheet • (Optional): One or more layers Type Gl, G2 or G3. Membrane One or more layers "Ruberoid Torch" (Smooth or Granule), "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule". Surfacing. Grundy "AL MB Aluminum Roof Coating" at 1 -2 gal /sq. 9. Deck: C -15/32 Incline: 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isocyanurate, urethane, perlite /isocyanurate composite, perlite/ urethane composite, phenolic, 1-1/2 in. min. Base Sheet One or more layers Type G2 "GAFGLAS #75 Base Sheet", hot mopped or mechanically fastened in place. Ply Sheet: One or more layers Type G1 "GAFGLAS Ply 4 ", hotmopped in place. Membrane "Ruberoid Mop 170 FR ". Surfacing (Optional): "GAF Fibered Aluminum Coating" at 1-1/2 gal/sq or "GAF Weather Coat Emulsion" at 3 gal /sq. 10. Deleted 11.. Deleted 12. Deleted 13..4Deleted Deleted 15. Deck C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or perlite / isocyanurate composite. Base Sheet One or more layers Type G2 or G3 base sheet, hot mopped or mechanically fastened.; Ply Sheet (Optional): One or more. layers Type Gl, hot mopped in place. Membrane: "Ruberoid Mop 170 FR ". 16. Deck: C- 15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isocyanurate, urethane or perlite / isocyanurate composite, offset 6 in. from joints. Base Sheet One ormore layers Type G-2 or G-3 base sheet, hot mopped or mechanically fastened. Ply Sheet (Optional):. One or more layers Type G-1, hot mopped in place. Membrane: One layer "Ruberoid Torch Smooth" or "Ruberoid Mop Smooth". Membrane drie'. :Rub FR ". 17. Deck: NC • •• ' • • ••• Inoline. 1 Insulation EOe tiu� alb: teC Ms, wood fiber, isocyanurate, urethane or peFIAe /isocyanurate composite. Base Sheet: One or more layers Type G2 or G3 base sheet, hot mopped or mechanically. fastened. . ' Ply Sheet (Offional)• Are os more lazer " G1, hot mopped in place: . • • • • • Meminaae: One layer 'Rui raid MQp 170•Fr • 18. Deck: Nt Incline: 1/2 Insulation (Optional): Perlite, fiber glass, wood fiber,. isocyanurate, urethane orr perlite/ n ratg atgosite • Base ShetatDpEonalli e.or more layers iPype G-2 or�G -3 base sheet, hot mopped or pnegha:iic�$Afasttned• • • ••• • •• • • 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY 25. 26. 27. 28. Roofing Systems (TGFU) Continued Ply Sheet (Optional): One or more layers Type G-1, hot, mopped in place, • Membrane: One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". Membrane: One layer "Ruberoid Mop 170 FR "(granule). 19. Deck :NC Incline /2 Insulation (Optional): One or more layers perlite, eb. fiber, .isocya- nurate, urethane or perlite / isocyanurate composite, any thickness. Base Sheet One or more plies Type G1 or G2, hot mopped or adhered with Karnak Chemical :"No. 31" or Grown-Homan 'No.. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane: One layer "Ruberoid Mop 170 FR ", hotmopped_or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No.. 6160" cold applied adhesive at 1 -1/2 gal /sq. - 20. Deleted 21. Deck: C -15/32 Incline: 1/2 Insulation (Optional): Polyisocyanurate, wood fiber, perlite, glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies Type G2 "GAFGLAS #75" base sheets, hot mopped or mechanically fastened. Membrane One or more plies "Ruberoid 30 FR" hot mopped in place. 22. Deck C -15/32 Incline: 1/2 Insulation (Optional):. Polyisocyanurate, wood fiber, perlite, or glass fiber any thickness, hot mopped or mechanically fastened. Base Sheet One or more plies Type G2 "GAFGLAS #75" hot•mopped or mechanically fastened. Ply Sheet .One or more plies "Ruberoid 20 ", hot mopped in place. Membrane: One or more plies "Ruberoid 30 FR ", hot mopped in place. 23. Deck: C -15/32 • Incline: 1/2 - Insulation (Optional): Fiberglass or perlite, mechanically fastened. Base Sheet: One or more layers Type G2, hot mopped or mechanically fastened. . Ply Sheet Two or more layers Type Gl, hot mopped or mechanically fastened. . Membrane "Ruberoid 30" or "Ruberoid Modified Cap. Sheet 601 ", hot mopped in place. Surfacing: Karnak Chemical "Karnak No. 97 Frbrated' Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. Deck: NC Incline: 1/4 Insulation (Optional): Polyisocyanurate, perlite, glass. fiber or wood fiber, 2 in. max. . Base Sheet Type 15 asphalt organic felt or Type G2, mechanically' fastened or adhered with hot roofing asphalt Membrane "Ruberoid Torch Granule 1" (modified bitumen). Surfacing Karnak Chemical "Karnak No. 97 Fi'brated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Free Aluminum Roof Coating" at 1 to 2 gal /sq. ■ Deck C -15/32 . Incline 1/4 Insulation: Two layers glass fiber (staggered joints), 1 in. each. Base Sheet: Type G2, mechanically fastened or adhered with hot roofing asphalt" Membrane "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Karnak Chemical "Karnak No. 97 Flbrated Aluminum Asphalt Roof Coating" at:1,to 2 gal /sq. Deck NC Incline: l/4 Membrane "Ruberoid Torch Granule 1" (modified bitumen). Surfacing: Karnak: Chemical ' Karnak No. 97 Fbrated Aluminum Asphalt Roof Coating" at 1 to 2. gal /sq. Deck: NC • Indine:1 /2 Insulation (Optional): Perlite, wood fiber or glass fiber, 1 in. max, mechanically fastened or adhered with hot roofing asphalt . Base Sheet Type. G2 or "Flex Base 60" (modified bitumen), mechani- cally fastened or .adhered with hot roofing asphalt • . Membrane: " Ruberoid Torch Granule 1 ", heat. fused. Surfacing. .Mousey Products "Endure Aluminum Roof Coating", "Weather Check" or "Pro -Grade Aluminum Roof Coating",1.5 gal /sq. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fber, glass fiber or isocyanurate/ urethane board, 2 in. max, mechanically fastened. Base Sheet Type •G22 (modified bitumen), mechanically fastened or adhered with hot roofingasphalt Membrane: 'Rtiberoid Torch Granule 1" .(modified bitumen)•, heat 24. fused. LOOK FOR THE UL MARK` ON PRODUCT ROOF COVERING MATERIALS (TEVT) 195 MIA M hDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. • • • • • • • • • • • . . • • • • • . . • • . • • • • .. . .. . • • • • • • • • • • • • • • • • • • • .. • ... • • . • . .. • • • • • • • • ... • • • • • • • • • • • • .. • • • • • • • • • ... • • 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.: 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 Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Polypro® AH 160 N/A Foampro® RTF 1000 N/A ProPack® 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 AH160 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 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTIVI D 2856 It Product Description Specifications TAS 101 Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Test ASTM D 1 622 ASTM D 1621 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 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 .. • •i y act ebbed MTV 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 -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® 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® 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 • •• • • • • •• • • •• •p_ 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. (ate) Flat, Low, High Profiles #1 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 shah comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: ASby thaBuildni Official or applicable building code in order to properly evaluate the idstailation o sys ,p¢ • • •• OOOOO •• • • • •• ••• •• • • • •• • • • • • • • • • • 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 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 ihali be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • •• • ••• • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • • • • • • •. •0• • • • • • •• • • • • • 0410 • • • • • ••• • • • • • • • • • • • • • • •• • • 0• • •0. • 0 • • •00 • • • • • • • • • • • • • •00 • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 000 • • 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 • .. .... • • • • .. 'VW OF THIS ACCEPTANCE •• ••• •• • • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • ••• • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • •• • •• • • • • • •• • •• • • • • • • ••. • • ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. �/ Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. .�Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. ''�� 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. The provides the option of maintaining the appearance 5. ��P onding water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow 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 acccor� dance ' the requirements of Sections R4402, R4403 and R4413. • •/ Vgntilatioj: Most roof structures should have some ability to vent natural airflow through the • • titerj,ct cf tl a Stn;ctpre assembly (the building itself). The existing amount of attic ventilation shall not be 'Iblittcgalt bark b &peficial to consider additional venting which can result in extending the service life of the roof. • •• •• OrmerNents pigngtare • • • ••• • ••• • • ; 4:Ze rised on 7rr 2 ; • • • • • • • • •• ••• • • • •• ••• ••• • • • ••• • • Contractor Signature (J Date 720 I 0 utietetfiViv Lome raw ��/� 1 fJ Di, ) lJ_ }: 9. 21 _ :J[C I ANCHOR ROOFING COMPANY 1083 EAST 23 St Hialeah, FL 33013 Phone 305 - 691 -7707 Fax 305- 691 -2405 Contract Proposal Tom Stocks June 7, 2010 102 NE 108 St 305-59.5794 Miami Shores, FL 33161 kb Mt= 26 NW 108 St qua wrn.t, metre Obtain roofing permit, all required inspections, and �s uplift test Tear off =lain roofs down to wood decks and haul away debris. Sloped roaf Tin cap one 30# felt to code. Install new 26 gauge galvanize' d: dip edge, return metal, valley metal, a vent, and Lead stack flashings. Mop on one ply of 90# stele with hot asphalt Install a hip and ridge tile reinkrcement system =circling to code. kstall a standard donne roll count tile by Entegra or Mon L c '1e; in owner's choice of color using a Mllaini -Dade Cam approved Polyfoam amt system. flat roof Tin cap one rosin paper and one 75# glass base sheet to. axe. Mop one ply of GAF Reberoid 20 hiloclified Membrane with hot asphalt. Instal all new galvanized drip edge. Mop one ply GAF Rub roil 1701 R Modfied Cap Sb. eet with hot asphalt Clean the job site ofail roofing dew Contract price: S1 5-year contpany leak guarantee 4'4,/ 4, , Note 1: Pace includes IN feet of rotted wood nplacement ( .. All otherwoodwork and re- nailing edit wooed tie cif will be charged at MOO per ma-: plate. Exclude= Perms and work by other trades, ofneer wood. and any work not mentioned above. Tee leis deposit with a sue' contract 25%. upon tearelt..25% upon. ansp -irk, and 30% upon t delivery. Balanced= upon contydetion and final inspection NOTE /.5 ,oaiwcodto NOTE: AU rotted vase:Ito be upland on.a time and: aaisesinibpsorsenoted in coauwtat coda writ sea ed to be removed and hauled anon thistaitiond = knerr :essay will beearoun ttes.tlarr:ant=preen:Ite weal duet= aaa ill payaddkionaleosIstn pmkomrtbia weir.. Ile preeatiao will be :elan whew working, armed root age:e ,. however we win net be wapensible for any dot to tie getters. It h r *ataxy bananovedpier teemed wodreenuumwennot. Ilisproposalwbleacceptedshin aon the ibepa s berets. We win use premolars dieing Weems mew tabu Twnwelint however. we.aball not be held respensible On any inside daasagc to balm& inclutEngplaste r,BQanbingeandpers nstbate durirtgprogress ohm& Wasbannot beresponsnie foranydemageaordelaps daecs strikes, nre , °seiner cows beyond r control. nordsrinberent. defactsbetap oration= in vddcbrandrists beparfoneetta Eke precaution will be taken bet cestarear wow be gam& acorn; or bendier and. will not be respourible Sir any damage to .. sidewalks, driveways, Okla r exam ender linut septic tanktoct' r,.s crocirenelosures,ponlaandpalbs decks. Pleaseleadakeddiatintheateas niters wet hive open beans e Omni vali be &gilt debeisand cluteenthrg does& tkesinading beacds.0 rattr notify utoropew bratrosnings pnkhisaultinardtt penci ai dlingbe ardatowhit we .not ba .fern l take kr tb�arease anytaxpst er �emotbeforaay deems Anbr too�ab Oats aheeld:bs,0�dsonsas ahead= OOSe work could UM* - agaermoeat conwitottathe mkt undarsWwling of the. pants and no other undaseindiug dialt be brig stokes in . ethwis r l T b t ' . bare: dun bar of wt.at Wiper a> an an coat incurred in consedea mot s. Sean and want cast a be ' biter Cuai iaea. Ibis issa t or, widen lfecteacepted is 1S days. What thispropo . inaccepted plow sign and rattan one coW... wits derennic..Ait b wades upooa t •'.BY•—• • • • • Clwneres • • • • • • • .• • • • • • • • • ••• • ••• • CC 1326710 ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • Anchernsionter Cowsony